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Home My WebLink AboutPZ Packet; 08.28.17Tl if -I (1TY OF LAKE ELMO 3800 Laverne Avenue North I (659) 747-3900 Lake Elmo, MN 55042 www.takeelmo.org NOTICE OF MEETING The City of Lake Elmo Planning Commission will conduct a meeting on Monday August 28, 2017 at 7:04 p.m. AGENDA 1. Pledge of Allegiance 2. Approve Agenda 3. Approve Minutes a. August 14, 2017 4. Public Hearings a. FINAL PLAT AND PLANNED UNIT DEVELOPMENT (PUD) PLANS. A request by HC Royal Golf Course Development LLC for Final Plat and Final PUD Plans, consisting of 73 single family detached residential units and 20 outlots. The subject properties are bound b6y 20t` Street N, Lake Elmo Avenue, and 10`t' Street N and bordering West Lakeland Township with the property ID #'s 25.02.9.21.12.0001, 25.029.21.14.0001, 25.029.21.21.0001, 25.029.21.31.0001, 285.029.21.42.0001, 25.029.21.43.0001, 25.029.21.43.0002, and 25.029.21.44.0002. b. ZONING MAP AMENDMENT. A request by the City of Lake Elmo for a Zoning Map Amendment to rezone properties dedicated as City parkland to PF — Public and Quasi -Public Open Space. PTD #'s 13.029.21.23.0029, 12.029.21.33.0052, 12.029.21.34.0053, 34.029.21.31.0085, 34.029.21.42.0096, 01.029.21.13.0004, 13.029.21.41.0005, 13.029.21.31.0018, 13.029.21.42.0026, 13.029.21.43.0013, 33.029.21.11.0005. c. Business Items - None 5. Updates i. City Council Updates — 8/15/17 Meeting - NoneNone Staff Updates ii. Upcoming Meetings: • September 11, 2017 • September 25, 2017 iii. MAC CEP Report -none iv. Comprehensive Plan Update b. Commission Concerns 6. Adjourn ***Note: Every effort will be made to accommodate person or persons that need special considerations to attend this meeting due to a health condition or disability. Please contact the Lake Elmo City Clerk if you are in need of special accommodations. T1 1E MY OF LAKE ELMO City of Lake Elmo Planning Commission Meeting Minutes of August 14, 20117 Chairman Kreimer called to order the meeting of the Lake Elmo Planning Commission at 7:00 p.m. COMMISSIONERS PRESENT: Kreimer, Dorschner, Dodson, Emerson, Williams, Lundquist, and Hartley COMMISSIONERS ABSENT: Johnson & Larson STAFF PRESENT: City Planner Becker & City Administrator Handt Approve Agenda: M/S/P: Lundquist/Dorschner, move to approve the August 14, 2017 agenda, Vote. 7-0, motion carried unanimously. Approve Minutes: July 24, 2017 M/S/P: Williams/Lundquist, move to approve the July 24, 2017 minutes as amended, Vote. 7-0, motion carried unanimously. Business Item — Village Park Preserve Final Plat Becker started her presentation for the Pulte Homes application for Village Park Preserve Final Plat. The 15t edition includes 36 single family lots that are located within a 22.786 acre area. The final plat is generally consistent with the Preliminary Plat with a few minor changes. There was a change in lot configuration to accommodate for an infiltration basin. The connection for the Mcleod property was put in to accommodate for future development. Staff wants to work with the applicant regarding the parkland dedication so that it is an extension of Reid Park. Staff would like the Planning Commission to weigh in on if the trail should be extended to Reid Park. The plans will be brought to the Parks Commission on August 21, 2017. Preliminary Plans have not been approved yet because of the lots that were previously removed because of the infiltration basin being added back in, but it can be a condition that they be approved before the Final Plat goes to City Council. There was a number of engineering comments that need to be addressed. There is not sufficient ROW for Village Parkway; the plunge pond is within the Manning Ave ROW, and it is a Lake Elmo Planning Commission Minutes; 8-14-17 recommended condition of approval that the applicant establish an escrow with the City that will be drawn upon if there is need with the Manning Ave improvement project to purchase additional ROW because of the plunge pond; Outlots must be dedicated, etc. MAC had comments that were submitted at Preliminary Plat, but no conditions were put in based on those comments at Preliminary Plat. Staff has added some conditions for Final Plat based on MAC's review of Final Plat. These include disclosure statements, and encourage builders to incorporate noise reduction measures. There are some changes that need to be made to the landscape plans such as resolve the conflict of street lighting and street trees, substitute certain types of trees, eliminate landscaping and benches in pond maintenance accesses, etc. There are some street name changes that will be required to conform to the City's street naming policy. Streets are wide enough to allow for parking on both sides of the streets. There was some discussion of what could happen with the McLeod property. Williams asked if there was sidewalk on the stub. Emily stated that it wasn't shown on the plan, but it is a requirement that sidewalks be provided on at least one side of the street. Preliminary Plans have since been updated to include a sidewalk.. Dodson asked why the preliminary plans need to be revised when the final plat is being looked at. Handt mentioned that the Preliminary Plat is the plans for the whole site, while the final plat is just for the 1st addition. The Engineer has to be sure that any revisions will work for the whole site. Hartley asked if the developer gets credit for the tot lot. Becker stated that they do not because it is not City owned. Kreimer asked if there could be ramifications for the City not following the MAC recommendations. Becker stated there were no other than they could make the City remove trees if they posed a problem. Kreimer asked if the outlots could be flipped so that there are 2 vertical parcels instead of horizontal so there is continuous access to Reid park. Paul Heuer, Pulte Homes, stated they would be willing to change the configuration of the parkland dedication. He thinks it is redundant to include the small stretch of trail as there is already a trail to Reid Park. Heuer stated that they are aggressively working through the engineering comments. Heuer stated that they have incorporated a number of recommended features for the ponds to deter the attraction of the geese, with the exception of the fence. Bob, Project Engineer, explained what a plunge pool is and how it functions. Craig Allen, Gonyea Company, stated that they are happy to deed over the outlots as long as they can get some assurance that they get credit for Gonyea West. They can work with the City to change the outlots from horizontal to vertical. Lake Elmo Planning Commission Minutes; 8-14-17 3 Hartley asked who is responsible to maintain the retention ponds and make sure they are functioning properly. Becker stated that it would be a city owned and maintained outlot. Joe Bush, JP Bush Homes, representing the McLeods, wanted to point out that the McLeods have given some easements for the infiltration basins for this development. It is their desire to join outlot B for infiltration purposes for what they are going to need to do for their development. Bush is concerned that the proposed phasing will make it difficult for the McLeods to develop. The road access will not be built with phase l and he is concerned about connecting to the infiltration basin. Bush met with the City Engineers on a high level. Dorschner asked if there was concern with the McLeod development using the infiltration basin from Pulte and Gonyea. Kreimer asked if the infiltration basin could be fully built now if there was agreement among all parties. Becker stated that one recommendation from the City Engineer is that the infiltration basin be constructed as part of phase I and also the ROW be dedicated. Williams asked if the recommendation addressed the infiltration pond for the McLeod property. Becker stated it does not as the city has not received a formal application at this time. Hartley is wondering if the Watershed district has looked at the proposal of the infiltration basin to see if it will be adequate to support both properties. Bush stated that working with the Pulte development will make the property look more natural. The configuration of the lots might change if they needed to accommodate the infiltration on their own property. Paul Heuer, Pulte Homes, reminded the Commission that there is not a formal application for the McLeod property, so the City should only be reviewing this application. Heuer is afraid that otherwise, it may muddy the waters for Village Park Preserve. As far as the infiltration basin, the City will have control over it and can allow it to be upgraded. Heuer suggested that with the timing of the McLeod property, the City might entertain temporary access off of 30th Street until the access from Village Park Preserve is installed. Bush stated that was a request made to the City and the City Engineer denied the request. Lundquist is concerned about safety regarding the ponding and is wondering what kind of fencing MAC is recommending. Heuer stated that they feel they have incorporated adequate safety features and design standards. Heuer is not aware of any studies that show that a fence deters the geese from the water. Dodson feels that it would not be right to require this developer to install fencing. There were geese in this field before this development and if MAC wants fencing they should bear some of the expense. Lake Elmo Planning Commission Minutes; 8-14-17 4 Dorschner is not in favor of fencing for this development. Williams feels that they should concentrate on Village Park Preserve. Williams is wondering if the original Preliminary Plat included the road stub to the McLeod property. Becker stated that it did not but the current revised Preliminary Plat being reviewed by the engineer does include the stub. Williams feels that if the infiltration basin changes with the McLeod property, the landscaping on the West border should not be constructed yet. Becker stated that it was a condition of the Comp Plan Amendment of the Southern parcel and the City has not received an application for the McLeod property yet. Kreimer is wondering if there could be escrow in place for the landscaping. Williams is wondering if it will be constructed with 1St or 2nd addition. Hartley stated that they need to approve what is acceptable irrespective of the McLeod property. Williams thinks there should be an additional finding for this. M/S/P: Williams/Lundquist, move to include an additional finding that there is a high probability that outlot H will be expanded upon the Development of the McLeod property to the West so that the landscaping shown on Western boundary of outlot H should be delayed until final phase, Vote: 7-0, motion curried unanimously. M/S/P: Will iams/Kreimer, move to include an additional condition that the 2 outlots which will be park dedication be re -split East/West vs North/South so that there will be a connection from Reid Park to this development, with a letter to the Developer that would guarantee use of the other parcel to help satisfy park dedication for Gonyea West, Vote: 7-0, motion carried unanimously. M/S/P: Williams/Hartley, move to add a finding that the Planning Commission finds that a trail through outlot C & D would be beneficial to the City, Vote: 7-0, motion carried unanimously. M/S/P: Dodson/Lundquist, move to recommend approval of the Village Park Preserve Final Plat with the 22 conditions of approval as drafted by staff and the findings amended by the Planning Commission, Vote: 7-0, motion carried unanimously. Business Item — Sign Ordinance Becker started her presentation regarding the sign ordinance. The specific areas of concern are along the freeway (1011 street to 1-94) and monument signs in developments (size and number allowed). There have been a number of businesses near I-94 that have requested taller signs for visibility. There have also been a number of subdivisions that have requested larger Lake Elmo Planning Commission Minutes; B-14-17 5 signs and more than 2. Royal Golf has requested a number of additional signs because they have a number of different entrances. Handt stated that people should not have to go through variances if it is something we would find acceptable. If it is something we are accepting through the variance process, the code should probably be updated, rather than making exceptions. Dorschner doesn't think arbitrarily restricting it to 2 makes sense if there are more than 2 entrances. Dorschner also feels there should be larger signs which would make sense for economic development. Dorschner would caution against LED lighting however. Hartley is not in favor of flashing signs for safety reasons. Dodson agrees that 2 development signs could be changed to every entrance. Dodson also feels that 1011 street is way too far away from 1-94 and the discussion should be between Hudson Blvd and 1-94. The Commission seemed to agree with that. Dodson is not opposed to larger signs if they follow the Lake Elmo theming. Williams and Hartley feels that the Lake Elmo theming can be arbitrary. Williams is not in favor 150 square feet for signs as it is starting to resemble a billboard. He thinks 954100 square feet is more than enough. Kreimer is not sure that doing by variance is a bad thing as it gives the City more control. He would kind of like to wait and see the Lakewood Crossing signs and see how those turn out as this isn't a pressing issue. Williams feels that there should be 1 large sign for the main entrance of the subdivision and smaller signs everywhere else. The Planning Commission recommended some housekeeping issues. Becker stated that she feels she has enough info to move forward to draft a proposed ordinance. Business Item—AIR BNB Becker started her presentation regarding Airbnb rental. The Planning Commission is being asked to consider whether Airbnb's (and other types of bed and breakfasts) should be allowed within different zoning districts than they are currently and if the standards for such uses should be amended. Things to consider are would it create a nuisance in RS with the smaller lots and RS is where the lake properties are located which is probably more attractive to Airbnb users. There are a number of standards that the zoning code sets forth. These include that the number of lodging rooms are not to exceed 5, the facility maintain a guest registry open to the City, that the stay be limited to no more than 7 days, the operator maintain liability insurance and a number of parking requirements. Dodson doesn't feel that the City should get involved in the issue at all. There was discussion about how Airbnb, Bed and Breakfast and hotels are different. Hartley feels Lake Elmo Planning Commission Minutes; 8-14-17 Z that if you are in a residential neighborhood and someone purchases a property to rent out to up to 5 different parties, there could be parking issues, etc. Dorschner says this feels like a solution looking for a problem. Williams agrees that there does not seem to currently be a problem. City Council Updates —August 1, 7017 Meeting i) Variance Amendment for 9359 Jane Road —passed ii) Hidden Meadows Easement Vacation — passed iii) Glenwood Homes Variance Request 8690 Lake Jane Trail - passed Staff Updates 1. Upcoming Meetings a. August 28, 2017 b. September 11, 2017 2. MAC CEP Report Commission Concerns Meeting adjourned at 9.26 pm Respectfully submitted, Joan Ziertman Planning Program Assistant Lake Elmo Planning Commission Minutes; 8-14-17 Ti 1 F CITY OF (" LAKE ELMO STAFF REPORT DATE. 8128117 REGULAR ITEM #: 4a MOTION TO: Planning Commission FROM: Ben Gozola, Consulting Planner AGENDA ITEM: Royal Golf Club at Lake Elmo Final Plat, Final PUD Plans, and Developer's Agreement REVIEWED BY: Ben Gozola, Consulting Planner Emily Becker, City Planner Mike Bent, Building Official Jack Griffin, City Engineer Greg Malmquist, Fire Chief Kristina Handt, City Administrator Sarah Sonsalla, City Attorney SUMMARY AND ACTION REQUESTED: The Royal Golf Club at Lake Elmo is seeking approval of the final plat, final PUD plans, and associated developer's agreement to complete the development process. Per Zoning Code Section 154.808, Procedures for Processing a Planned Unit Development, the Planning Commission is required at this time to review and comment on whether the plans and supporting data are adequate for review and final approval. The Planning Commission is asked to hold a public hearing, report its findings, and make recommendations to the City Council. The Final Plat for Phase I includes 73 residential lots, including 28 traditional single family detached Iots and 45 villa lots for detached single family townhomes, as well as the existing, newly - renovated clubhouse and meeting facility, parking areas, and support facilities. IMPORTANT NOTE While City Code requires the planning commission to conduct a public hearing at this point in the development review process, it must be understood by all parties going into this meeting that approval with conditions for this development has already been granted by the City Council. Accordingly, by state law, the City cannot deny the final plat and plans if all conditions of preliminary approval are being met by the applicant. Put another way, the City cannot mandate changes to the plans at this time unless the change was specifically required as a condition of preliminary approval. The City's role at this time is simply to ensure consistency with the approval as previously granted. REVIEW The developer has successfully submitted a complete application as required for staff to initiate a final plat review. Included in their submissions: • An updated Royal Golf at Lake Elmo Preliminary Plan Set; • The Royal Golf at Lake EImo Final Plat including the 1St Addition; ■ The Royal Golf Club at Lake Elmo 1st Addition Sanitary Sewer, Water Main, Storm Sewer, and Street Construction Plans; ■ The Royal Golf Club at Lake Elmo 1St Addition Landscape Plan; ■ The required Lot Line Adjustment and Access Easement to accommodate access down to 10th Street; ■ An appraisal of the property value prepared by Nicollet Partners; • Proposed Bylaws and Declaration for the Royal Gaff Club Master Association; ■ Proposed Bylaws and Declaration for the Masters Villa Homeowners Association, Royal Golf Club; • Proposed Declarations for Single Family and Villa Homes in the Royal Golf Club Master Community; • Proposed Architectural Guidelines for Single Family and Villa Homes in the Royal Golf Club Master Community; ■ The required easement agreement providing access across the course and parking lot for HOA members; ■ Pond Drawdown exhibits from the Valley Branch Watershed District; ■ MnDOT Road Design Manual pages to which improvement will adhere; ■ A listing of complete responses to all outstanding engineering item identified during preliminary plan approval; ■ A listing of all taxes due for the properties in question; ■ A phasing plan for construction of proposed trails; ■ Royal Golf Club entrance monument samples and proposed monument sign locations; • A fully executed Valley Branch Watershed District permit; ■ A Valley Branch Watershed District amended storm water quality treatment facility maintenance agreement; ■ Landscaping plans specific to the area around Homestead; K The required HOA Agreement between Royal Golf Club and Homestead; The required maintenance agreement outlining future responsibility for landscaped areas installed on private lands. STATUS At the time of writing this memo, staff and the applicant are continuing to work on finalizing a number of details related to the final plan sets. The City Attorney's office is working on finalizing a developer's agreement that covers all responsibilities of the developer through each phase of the development, outlines needed sureties for the proposed improvements, Iists required dedications and timing of payments, etc. This draft document may be included in your packet if it becomes available, but it was not ready for comment and review by additional staff members when this memo was penned. In addition to addressing the issues listed above, staff will also ensure the following specific issues are eventually addressed: • The developer shall provide for an HOA owned and maintained children's play structure or other similar improvement near the HOA fitness center (to be addressed with a later addition); • That a 10' wide trail segment be provided from Palmer Drive (on preliminary plans) to the east edge of the plat within the County Right -of -Way; and ■ Resolution of required park dedication fees and proposed donation will be clearly spelled out in accordance with Preliminary Plat approval and City policies. The park commission has already provided direction for Council on these matters. L The City Attorney and City Engineer are continuing work on a series of three easements that will be needed on or over the Emerson property to accommodate the future lift station, right-of-way for the road, and temporary easements needed for construction. Final easement documents were not yet available as of the penning of this memo. The City Engineer continues to review all design plans for final conformance City standards, design requirements, and specific preliminary plat conditions including confirmation that the lift station designs address Public Works concerns as noted during preliminary plat. Once all engineering issues have been successfully addressed, the preliminary plan set must be updated per final approvals. ➢ The City's landscaping consultant has approved the proposed tree preservation plans, but is seeking updates to the landscaping plans as proposed. He is also working with the developer on woodland management techniques and pollinator native seeding approaches to gain credits towards replacement requirements. Y The City Planner has requested an additional pictorial exhibit clearly identifying the proposed setbacks for each lot in Phase I to supplement the written information already provided. And finally, the developer is being asked to provide a letter from Washington County stating that sufficient right-of-way has been provided along 10"' Street and that plans comply with their letter dated 316117. Many items have already been confirmed as being met: Cross access easements are in place `r HOA documents were submitted which required four-sided architecture as required by preliminary approval. Per the applicant, the documents have all been updated as requested by Washington County (will be confirmed by the engineering review). A permit from the VBWD for the project has been secured. Y The applicant acquired approval to perform proposed work within the gas pipeline easement. Sign plans have now been submitted. Street names are now consistent with the City's street naming ordinance. The developer entered into a separate grading agreement, has followed all of the rules and regulations spelled out in the Wetland Conservation Act, and acquired the needed permits prior to the commencement of grading and development activity on the site. r� Access to 10a' Street will be provided. Intersections are the only locations for streetlights as required An agreement with adjacent property owners is in place regarding necessary screening (the City Landscaping consultant will be reviewing plans accordingly). Other issues we've identified are traditionally dealt with as conditions of a final plat approval: y A CIC for management of common areas by an HOA will need to be submitted. The CIC will need to comply with Minnesota Statues 515B -I 03, must include specific provisions on the transfer of control to future property owners, and must include required maintenance of wetland buffers A landscape license and maintenance agreement will need to be provided that identifies the individuals or entities responsible for landscaping installed in areas outside of public park and open space for each platted phase of the development. Documentation showing the HOA will be responsible for the maintenance of all Iandscape walls that cross residential property lines, publicly owned Outlots, or rights -of -ways must be provided, and must show that all such walls have been placed within a landscape easement acceptable to the City Attorney. ➢ Any expansion of the Royal Golf Club clubhouse or intensification of its use shall require a CUP. There shall be no encroachments to drainage and utility easements on residential lots other than those reviewed and approved by the City Engineer and upon execution of an easement encroachment agreement That golf carts shall be prohibited on city streets and city trails unless specifically allowed by City Ordinance. v All wetland buffers shall be delineated and identified via staking or signage that is acceptable to the City prior to the issuance of building permits. Addresses for the individual construction sites shall be posted at each driveway entrance, ➢ Conservation easements over open space within the shore lands of the residential development must be established as applicable in each Phase; such easements need to be executed prior to Council approval of the corresponding final plat. CHANGES PROPOSED: Both the developer and the City are held to the approvals granted at the time of preliminary plat, so the following do not need to be approved by the City, but are being requested at this time: ➢ The findings within Resolution 2017-047 state that the maximum impervious coverage for 55'-65' lots shall be 40%, and all other lots shall be a maximum of 30%. However, the Applicant has requested to increase this to 50% for all villa home lots and 40% for all standard single family lots. The applicant has stated that the listing of 40% and 30% on the preliminary plans was a clerical error and was never the intent as such restrictions would make each lot extremely difficult to build on. In consulting with the previous planner and the City Engineer, they concur that this was indeed a mistake which should be corrected at this time. ➢ Resolution 2017-047 also includes a finding that there shall be up to a maximum of 4 subdivision identification signs—including the identification sign for the golf course entrance—not to exceed 24 square feet in sign area each and located no closer than 10 feet from any public right-of-way. Furthermore, neighborhood identification markers (pillars) shall be permitted, but shall not be larger than 2 ft. X 2 ft. to identify the development logo and the name of the neighborhood. Royal Golf is now requesting as part of final approval a total of seven (7) signs with the following sizes: • Given the commercial functions of the clubhouse and the need to appropriately identify the community and its neighborhoods, they are requesting the square footage be increased to 75 square feet for each face of the clubhouse sign at its 20th Street entry. • They are requesting the neighborhood signs at the entrances off 20" Street be 25 square feet in size, and • The monument signs off of Lake Elmo Avenue North and 10th Street North are requested to be 50 square feet in size. RECOMMENDATIONS: Conduct the public hearing making it clear to the public that approval of the development has already been granted, and comments at this time should be focused on aspects and details they would like double-checked prior to Council consideration of the final documents. r Per code, the Planning Commission is then to report its findings and make recommendations to the City Council. Part of the recommendation should be on the two requested changes by the developer. Staff does not recommend delaying the application, and instead would ask the commission to identify the primary issues Council should concentrate on when the item up for possible approval. ORDER OF BUSINESS: - Introduction ........ ....................... _._.............................................................. . Planner - Report by Staff................................................................................ ..... Planner - Questions from the Commission ............................... Chair & Commission Members - Questions to the Applicant ........................................ Chair & Commission Members Open the Public Hearing.....................................................................................Chair Close the Public Hearing.... .............................. ................................................... Chair - Discussion by the Commission .................................. Chair & Commission Members - Action by the Commission......................................................... Chair & Commission ATTACHMENTS (11): 1. Narrative 2. Setback Requirements Sheet for Phase I Lots 3. Trail Phasing Plan 4. Vegetative Management Plan 5. Royal Golf Club Monument Sign Proposals 6. Resolution 2017-47 7. Engineer's Memo 8. Preliminary Plans Updated Cover Sheet 9. Royal Golf Club Proposed Sign Locations (7) 10. VBWD Permit 11. Homestead HOA Agreement with Royal Golf Club 12. Homestead Landscaping Plan 13. First Addition Landscaping Plans 14. First Addition Final Plat 15. Construction Plans August 4, 2017 Mr. Stephen Wensman: Director of Planning City of Lake Elmo 3800 Laverne Ave. N. Lake Elmo, MN 55042 erg` Re: Royal Golf Club at Lake Elmo Final Plat/ PUD Submission Dear Mr. Wensman: H.C. Golf Land, LLC is making its formal application for final plat and PUD approval of The Royal Golf Club At Lake Elmo concurrently with the delivery to you of this letter and required support materials. The following information responds to actions taken, or being taken, by H. C. Golf in response to the thirty-three conditions set out in Resolution 2017-047 approving our preliminary plat. Condition: 1. That cross easements be recorded between the owner of the golf course/golf club and the HOA to permit HOA and resident access to the future fitness center, clubhouse and other amenities by the HOA residents over the clubhouse entrance drive and parking lot and trails. Response: Access easements over and across the clubhouse parking lot and drive and the maintenance trail/cart path between our Phase 1 residential lots and the clubhouse parking lot in favor of the Mastcr Homeotivners Association (MI -10A) have been delivered to the City along with the MHOA declaration of covenants. Condition: 2. Any expansion to the Royal Golf Club clubhouse or intensification of its use shall require a conditional use permit. Response: No expansion of the clubhouse is contemplated with this current application. Applicant understands a future expansion will require a conditional use permit. Condition: 3. That there shall be no encroachment to drainage and utility easements on residential lots other than those reviewed and approved by the City Engineer and upon execution of an easement encroachment agreement. Response: There are no easement encroachments contemplated in this application. Condition: 4. That the developer prepare an exhibit that clearly identifies the proposed setbacks for specific lots within the development. 11455 20th 5f, N I Lake 'Elmo, MN 55042 1 6131.5D5.9050 I royaIcluhmr.com Response: The setback exhibit has been prepared and is an attachment to the Final Plat Narrative. Condition: 5. Prior to the execution of a final plat for any phase of the development by City officials, the Developer shall enter into a Developer's Agreement for that phase acceptable to the City Attorney and approved by the City Council that delineates who is responsible for the design, construction and payment of the required improvements with financial guarantees therefore. Response : The City staff will draft a Developer's Agreement for this first phase as an element of the final approval documentation. Condition: 6. Each phase of the Royal Golf Club At Lake Elmo shall be incorporated into the Common Interest Agreement concerning management of the common areas and establish a homeowners' association which shall be submitted in final form to the Planning Director before any building permit may be issued for any structure in any phase of the development. Said agreement shall comply with Minnesota Statutes 515B-103, and specifically the provisions concerning the transfer of control to the future property owners. The HOA documents shall include required maintenance of wetland buffers. Response: We have provided the city with this application a set of our Master Homeowner's Association declaration of covenants which addresses, among other items, the management of common areas and is in conformance with MN Statutes 5158-103. Condition: 7. That the HOA documents include architectural requirements that require 4 - sided architecture and garages facing the public right-of-ways to have windows and/or other architectural features. Response: The declaration of covenants referenced in No. 6, above, includes the architectural standards required under this condition. Condition: 8. The applicant shall enter into a landscape license and maintenance agreement With the City that clarifies the individuals or entities responsible for any landscaping installed in areas outside of land dedicated as public park and open space for each platted phase of the development. Response: The Applicant and the City have drafted a Landscape License Agreement assigning maintenance responsibilities and it is being delivered to the City with this application. Condition: 9. That the HOA be responsible for the maintenance of all landscape walls that cross residential property lines or publicly owned Outlots or rights -of -ways, and that the walls be contained within a landscape easement. 2 Response: The MHOA Declaration of Covenants, referred to above, contains the responsibility of the MHOA to maintain landscape/ retaining walls crossing property lines or public outlots or rights of way. Condition: 10. That the developer shall provide for an HOA owned and maintained children's play structure or other similar improvement near the HOA fitness center as discussed by the developer during the PUD concept review. Response: We will construct a children's_play structure adjacent to the HOA fitness center at such time as the fitness center is constructed. Condition: 11. That a fee in lieu of park land dedication be paid to the City based upon an appraisal by an appraiser to be chosen by the City and paid for by the developer. Also that a 30 ft. wide train corridor be dedicated to the City centered on public trails in the development and that the value of the dedicated land be credited toward any fees in lieu of parkland dedication. The park land dedication shall not include wetlands, wetland buffer area, and no credit will be given for land beyond the 30 ft. centered on public trails. And lastly, that the cost of constructing any public trails within the dedicated park land be credited towards any fees in lieu of park dedication. Response: We have been provided a copy of the City land value appraisal and our calculation of park land dedication fees, including the value of the dedicated land and the cost of trail construction has been forwarded to the City under separate cover for inclusion in the final Developer's Agreement. Preliminary Plat Outlots B and HH are being dedicated with the first phase as Outlots A and C. Condition: 12. That a trail phasing plan be submitted by the developer to be approved by City Staff and that the public trails be constructed within each phase prior to building permits being issued for that phase of development. Response: A trail phasing plan depicting public trail segments within each phase is being submitted with this Application as a part of the Narrative Letter. Condition: 13. That a 10' wide trail segment be provided from Palmer Drive (on preliminary plans) to the east edge of the plat within the County Right -of -Way. Response: The 10' wide trail in this Condition has been shown on the preliminary plat and will be constructed with Phase 1] trails as noted in Response No. 12, above. Condition: 14. That the Tree Preservation Plans and Preliminary Landscape Plans be updated to comply with the City's tree preservation requirements and the City's landscape requirements for review and approval by the City prior to recording the final plat. Response: The Tree Preservation and Landscape plans will be updated consistent with No. IS Condition: 15. The developer consider woodland management and pollinator friendly native seeding in lieu of some required tree preservation replacement tree requirements as recommended by the City's Landscape Architect. Response: We have submitted a proposed Woodland Management Program to the City for its review with a goal of determining the location and number of tree replacements to be installed in Phase I, The landscape and tree preservation agreements will be modified based on the agreed Tree Replacement, all to be included in the Developer's Agreement. Condition: 16. All changes and modifications to the plans requested by the City Engineer in the Engineer's report dated, March 8, 2017 and .lune 1, 2017 shall be incorporated into the preliminary plat and PUD plans. Response: All changes to the plans have been made and submitted to the City Engineer. Condition: 17. The Preliminary Plat approval is conditioned upon the applicant meeting all City standards and design requirements unless specifically addressed otherwise in this resolution. Response: All City standards are being met in this application except for those specifically set out and approved in the Developer's Agreement. Condition: 18. The developer shall comply with all comments identified within the Washington County letter dated March 6, 2017, including providing an additional 17 feet of right-of-way along 10'h Street N. and constructing turn lane improvements meeting Washington County standards at the developer's sole expense. Response: We have complied with all Washington County provisions as set out in its letter of 3/6/17, including the dedication of the additional 17 feet of loth Street right of way. The loth Street turn lane will be constructed with Phase II. Condition: 19. That the preliminary PUD Plans be approved by Valley Branch Watershed District and that evidence be provided that all conditions attached to a Valley Branch Watershed District permit be provided prior to the commencement of any grading activity on the site. Response: All conditions of VBWD were met prior to commencement of grading earlier this year. 4 Condition: 20, That open space within the shorelands of the residential development be protected with a conservation easement and that conservation casements be provided for review by the City Attorney and to be executed prior to final plat approval. Response: A Conservation Easement has been drafted and forwarded to the City under separate cover addressing the concerns of this condition. Condition: 21. That golf carts shall be prohibited on city streets and city trails unless specifically allowed by City Ordinance. Response: Understood by Applicant. Condition: 22. Prior to the issuance of building permits all wetland buffers shall be delineated and identified via staking or signage that is acceptable to the City, Response: Appropriate approved markers will be installed by Applicant. Condition: 23. The applicant must provide the city a letter of approval to perform the proposed work in the gas pipeline easement within the development area as a condition of preliminary plat approval. Response: The agreement with Northern Natural Gas has previously been forwarded to the City. Condition: 24. Prior to the construction of any subdivision identification signs or neighborhood markers within the development, the developer shall submit sign plans for review and obtain a sign permit from the Planning Department. Response: Out signage request is included in our PUD application and will be addressed in the Final PUD and/or Developer's Agreement, Condition: 25. That the preliminary plat be updated to include street names that are consistent with the City's street naming ordinance and approved by the City Council, Response: The preliminary plat was updated. The use of Palmer "Drive" can be addressed in our application for a future Phase H. Condition: 26. The developer shall follow all of the rules and regulations spelled out in the Wetland Conservation Act, and shall acquire the needed permits from the appropriate watershed districts prior to the commencement of any grading or development activity on the site. Response: The rules and regulations of the WCA are being complied with and all required permits have been acquired. Condition: 27. The developer shall enter into a separate grading agreement with the City prior to the commencement of any grading activity in advance of final plat and PUD plan approval. The City Engineer shall review any grading plan that is submitted in advance of a final plat, and said plan shall document extent of any proposed grading on the site, Response: The Applicant and the City have previously entered into a grading agreement, dated June, 2017. All grading plans have been previously submitted to the City and will be resubmitted with this Final Plat application, Condition: 28. The developer shall submit a revised preliminary plat and plans meeting all conditions of approval. All of the above conditions shall be met prior to the City accepting an application for final plat. Response: Applicant resubmitted complete and revised preliminary plat documents to the City on July 27, 2017. Condition: 29. That approval of the preliminary plat be contingent on Street D access to 10Eh Street. Response: Street D ("Palmer Dr.") access to 1001 Street was secured with an agreement with Terry Emerson. That Lot Line Adjustment was processed by the City during the week of July 31$, and the subject property is depicted on the final plat. Condition: 30. That the Royal Golf Club development will not have street lights except at street intersections. Rem: As shown on our final street construction plans, street lights will be placed only at intersecting streets. Condition: 31. That the developer work with the adjacent property owners to get an agreement in place for screening and that it be incorporated into the final landscape plans. Response: Applicant's representatives have worked closely with residents of the Homestead HOA and have agreement on screening/ landscaping to be installed along our common border. Condition 32. That the developer address the Public Works Directors concerns as they pertain to the lift station designs as identified in a Public Works memorandum dated 5/19/2017. rol Response: The site plans for the one future lift station and two lift stations for Phase I were designated as satisfactory at this time by the City Engineer on July 25, 2017 with the proviso that further screening on the future lift station would be reviewed at some future date prior to its construction. Condition: 33. That a $1.000,000 donation to the Parks fund will be made with the phase of developmentwhen the formerTartan Park ballfields are no longer able to be used by the City. Response: The gift of the $1.,000,000.00 for the Parks Fund will be made in Phase III with the development of the existing ballfield, Sincerely, H.C. Golf Land, LLC Its:. August 8, 2017 Mr-. Stephen Wensman Director of Planning City of Lake Elmo 3800 Laverne Ave. N. Lake Elmo, MN 55042 THE ROYAL CLUB Re: Final Plat/P.U.D. Narrative — The Royal Golf Club At Lake Elmo Dear Mr. Wensman, I-I.C. Golf Land, LLC and Royal Development, Inc. are pleased to submit herewith our application for final plat and planned unit development approval for The Royal Golf Club at Lake Elmo. At the outset, H.C. Golf Land and Royal Development, Inc. would like to extend their sincere thanks to the City of Lake Elmo, its City Council, its Advisory Committees and its staff and consultants for their direction, cooperation and assistance in moving the RGC to this juncture. The following narrative will set out the basic elements of the plat, address those information items requested in the application forms and those items which will need joint collaboration between us as we move this plat to final acceptance. Existing Zonin The property has previously been rezoned GCC (Golf Course Community) by the City of Lake Elmo. Plat ArealOwnership/Description The property, containing 428 acres, is owned by H.C. Golf Land, LLC and is comprised of ten parcels whose current P.I.D.'s and legal description are attached hereto as Exhibit "A". The plat boundary is consistent with the preliminary plat as approved by Council Resolution 2017-047. The property has been divided into lots, blocks and outlots for the development of our Phase I, as enumerated below, with additional outlots reserved for future phases of development and for the golf facilities. 11455 20th 5t. N I Lake Ftrnn, MN 55042 1 651,505,9050 1 r o y a I c I u b m rl. c o m Phase I Lots Golf Facilities-- Lot 1, Block 1 contains the existing, but newly renovated, clubhouse and meeting facility, parking areas and support facilities. Lot 2, Block 1 is reserved for the future fitness/recreation facility for our residents. Their areas are set out on Exhibit "B", attached hereto. Residential — Contained in Blocks 3, 4, 5 and 6 are 73 residential home site lots consisting of 28 traditional single family detached lots and 45 "Villa" lots for detached single family townhomes which will have Villa Association - maintained lawns and exteriors as further noted below. These lots are consistent with the approved preliminary plat and their areas, depths and widths are also set out on Exhibit "B". Outlots — The final plat contains a total of twenty outlots designated as Outlots A -- T. Their individual size, use, proposed ownership and responsible maintenance entity are depicted on Exhibit "C", which is also attached hereto. Residential Setbacks The setbacks for the residential lots are consistent with the approved preliminary plat and are depicted on the attached Exhibit "D" along with the legal description of the impacted individual lots for future ease of building permit review by City staff. Dedicated Rights of Way Within the plat, RGC is dedicating rights of way to the public in the amount of 19.30 acres for 201" Street N., 10th Street N,, Lake Elmo Ave., Manning Trail and our new residential streets. Density Consistent with the approved preliminary plat, the net residential density of The Royal Golf Club is calculated as 291 approved units and 187 net residential acres yielding a density of 1.56 units/net acre. 2 Development Phasing We are proposing to develop RGC in four phases as depicted on Exhibit "E", attached hereto, with our initial 73 lots denoted as Phase 1 on the exhibit. Please note that we have reduced the Phase I development area from what was shown on the preliminary plat. This minor change is noted in the "P,U.D. Flexibility section below. Development Schedule Site grading for Phase I began in June and is nearly completed. We anticipate entering into a Site Improvement Agreement shortly that will allow us to install the watermain along the entire length of 20'h St. and to install water and sewer crossings over our two unfinished fairways so that they may be completed and seeded for 2018 play. The utility and street improvements for the 73 Phase I lots will begin at the earliest City approved date such that we meet a critical goal of delivering finished lots to our builders by freeze up this fall. As to the golf course facilities, we have finished reconstruction of sixteen of the fairways, the practice range and the extensive renovations to the old 3M clubhouse are nearing completion. The clubhouse has been fully converted to a 2111 Century golf and event venue comparable with the best in the country. Trail Phasing Consistent with preliminary plat, RGC will be constructing and dedicating well over 10,000 lineal feet of paved trail during its development in segments general depicted on Exhibit "F", attached hereto. The Phase I paved trail segments along 20'x' Street will be approximately 1400 LF in length and will be constructed as a component of our Phase I street and utility work. Community Impacts Because of the size, complexity and scope of The Royal Golf Club at Lake Elmo, the project triggered the need to complete an Environmental Assessment Worksheet (EAW) to review the impacts to traffic, public facilities, public safety and environmental issues. The EAW was completed in October of last year for public review and, at its January 17, 2017 meeting, the City Council adopted Resolution 2017-007 issuing a negative declaration on any further 3 environmental study and accepting the findings of fact on the EAW. We believe community impacts have been fully reviewed. Additionally, all wetlands on the property have been dealt with pursuant to Wetland Conservation Act and VBWD rules and reulations and all activities thereon have received appropriate permits. Phase I Streets and Utilities Phase I street and utility construction will service the Phase I residential lots, the club house and the golf maintenance facility. Additionally, we will install a watermain on 20`Ei Street from our residential Phase I westerly to Lake Elmo Drive. Because of the site's topography, it is also necessary for us to construct sewer and water lines across the golf course to the new lift station located near the intersection of 101' St. and future Palmer Drive and construct a force main sewer along 10"' St. westerly to Lake Elmo Avenue. As an element of our Phase I we are proposing to install a water and a sewer stub to the easterly line of the RGC plat between Lots 11 and 12, Block 6 at the terminus cul-de-sac of Annika Drive North to serve the Emerson property in the possible event that at some future date, the City of Lake Elmo, West Lakeland Township and the Metropolitan Council reach formal agreement to extend utilities into the township. The purpose of installing these stubs now is to prevent large future street excavations and repairs and service interruptions to Lake Elmo residents should such an agreement ever be reached. Home Styles The Royal Golf Club community will feature a wide variety of high quality, custom-built homes in a variety of complimentary styles. We will be providing the city with renderings of some examples of both Villa and Single Family Detached home styles under separate cover. Declarations of Protective Covenants Because of the variety of home styles and privately held common areas at RGC, we have created a Master Homeowners Association ("MHOA") whose membership will include all residential Phase I lots and all future phase residential lots. Its responsibilities will include such things as maintenance of private trails/ common area landscape, open space and entry signage in 4 addition to the maintenance of the future ftnessh°ecreation center and the maintenance of property line -crossing retaining walls. The MHOA declaration will also contain the architectural standards consistent with preliminary plat conditions. We will also form a sub - association for each of the Villa Home (Villa HOA'S) neighborhoods. These Villa HOA's will have responsibility for lawn/driveway and open space maintenance and the maintenance of the Villa horne exteriors to assure a consistency in neighborhood appearance. Those declarations of covenants, as they impact Phase 1, have been delivered to the city under separate cover and include easements for MHOA members across the golf facility to gain access to the future fitness center as required by the preliminary plat resolution. Lastly, the MHOA will assume all architectural review responsibilities upon turnover of the MHOA frorn developer control to resident control consistent with the terms of Minnesota statutes. Landscape License As a pant of the Phase I development agreement, RGC and the City will enter into an agreement wherein RGC assumes maintenance responsibilities for landscape it has planted inside and outside of land dedicated as public parkitrailhights of %vay. That agreement has been, drafted by RGC and is attached as exhibit "G" for review and inclusion in the development agreement. Park Fees The development portion of RGC is 231.25 acres with a net buildable are of 186.92 acres. The appraised value of this property, as determined by an appraisal commissioned by the city, is $8,000,000. Per City of Lake Elmo policy, a park dedication of 10.0% or fee in lieu of land dedication of 10% of the value is required with development. RGC and the city jointly have decided to not have city -owned parks within the development, thus obligating RGC for cash payments totaling $800,000.00 over the span of the development phases. RGC will receive credit against each phase's park fee for constructing trails and appurtenant iterns such as turf establishment, retaining walls and ADA pedestrian ramps along with the dedication of the land for a 30- foot wide trail corridor. Overall, there will be in excess of 10,000 lineal feet of public trail dedicated within the RGC development with 1400 feet included in Phase 1. The RGC will trail dedicated within the RGC development with 1 400 feet included in Phase 1. The ROC will provide the city with support calculations to determine the actual cash fee in Phase I to be paid with this application and in future phases as those phases are platted. Tree Replacement/Woodland Management Program RGC has obtained quotes on the cost of maintaining and improving preserved woodland areas throughout RGC which the City and RGC have mutually agreed are suitable for such Woodland Management efforts. Pursuant to the condition set out in the preliminary plat, RGC and the City will draw up the management/work task plan with the costs incurred by RGC implementing and operating the Woodland Management Program to act as a credit against ordinance stipulated Phase I tree replacement requirements, all of which will be incorporated into a binding agreement between RGC and the City to be executed simultaneously with the developer's agreement. Conservation/Ponding Maintenance Agreement RGC and the City have determined that there will be no City -awned outlots in the Shoreland district in Phase I and have, thus, ,drafted a Storm Water Maintenance Agreement setting out the MHOA's and RGC's obligations to maintain storm water ponding facilities constructed in Phase I on Outlots G and H. The easement agreement will be delivered under separate cover to the City. in future phases should City outlots lie within shoreland districts, conservation easements will be entered into. Homestead Addition Landseaping, Screening Consistent with preliminary plat conditions, RGC has met with abutting neighbors in Homestead Addition to work out landscape screening. Agreement has been reached with the affected parties with the Homestead HOA writing a letter to reflect acceptance of The Royal CIub landscape plan. That letter will be shared with the city. 511 As noted in past discussions, writings and reports on The Royal Golf Club at Lake Elmo, the Planned Unit Development ordinance provides for flexibility and adjustments from ordinance and what was proposed in the preliminary plat. We are requesting three items to be specifically included in the P.U.D./Developer's Agreement as set out below. 1. Phasing Our new Phasing Plan, previously discussed as Exbibit"E", depicts Phase I as only the 73 residential lots in the northeast corner of the plat and places the lots, originally in Phase I near 10t1 St., into a newly configured Phase 11.. 2. Impervious Surface Coverage Ratio After significant engineering study and discussions with our builders, it is critical to our builder needs that the final P.U.D./Developer's Agreement contain provision for Maximum Impervious Coverage ratios of 50% for the Villa Home lots and 40% for the Standard Single Family lots to avoid the need for future variance request on these lots. 3. Signage/Entry Monumentation Paragraph 12(e), of the Findings in Resolution 2017-047 allowed four subdivision idientif cation signs with a maximum face of 24 sq. ft. each. Given the commercial functions of the club house and our need to appropriately identify our community and its neighborhoods, we are requesting that this maximum sign face be increased to 75 Sq. Ft. for each face of the club house sign at its 20t1i St. entry drive. Further, we are requesting an allowed face are of 25 Sq. Ft. for the two future entrance signs at the entries off 2011' St. in phases 4, the entrance off Manning Trail at Queen Ave., and at Annika Dr. at 20°i St. Further we are requesting 50 Sq. Ft. for the neighborhood entry monuments at the Lake Elmo Ave. entrance and the entrance at 10"i Street.. Sign location are depicted on exhibit "H" We are requesting that these proposed signage areas for these seven signs be incorporated into the final P.U.D. 7 Lastly, RGC commits to the City to adhere to those conditions in the preliminary plat not addressed herein or specifically set out in the development agreement for Phase 1. Our pledge to the City is to create a premium golf community with a national reputation we will all be proud of in the interim, we stand prepared to provide you with any further ite3ns you deem necessary as the development agreement and PUD take forrn and as we move forward with development activity. Sincerely, The Royal Golf Club at Lake Elmo By H.C. Golf Land, LLC Its EXHIBIT A (pg.1 of 2) The Royal Golf Club At Lake Elmo Owner: H.C. Golf Land, LLC 11074 N.E. Radisson Rd. Blaine, MN 55449 attn: Clark Schroeder, ph. 651-331-6218 Total Area = 428 ac. Zoned: GCC F.I.D.'s: 1 25-029-21-12-0001 2 25-029-21-13-0001 3 25-029-21-14-0001 4 25-029-21-21-0001 5 25-029-21--31-0001 6 25-029-21-42-0001 7 25-029-2.1-43-0001 8 25-029-21-43-0002 9 25-029-21-44-0002 10 30-029-20-32-0001 Addresses: 11455 -20th St. N„ Lake Elmo, MN 55042 Unassigned, Lake Elmo, MN 55042 Unassigned, Lake Elmo, MN 55042 11455 -20th St. N., Lake Elmo, MN 55042 Unassigned, Lake Elmo, MN 55042 Unassigned, Lake Elmo, MN 55042 Unassigned, Lake Elmo, MN 55042 Unassigned, Lake Elmo, MN 55042 Unassigned, Lake Elmo, MN 55042 Unassigned, Lake Elmo, MN 55042 3 �No O S-1 b as 4E 0 s y S y G7 A j > g D cI 3> 't s 3@ N @ o oa 3 _ C3 5-, z p o@ O Q a' 3 Q z R o z o v w z a v Z @ v 'Z ❑C v Z o C L m m o C I '0 .0 @ U 0 ❑ O 0 ro 7 7 0 fi 0 Cl � rF J N 3 1❑ Q -03 Vl � 5 � � O C � 7 � � O rt � 13 0 CL Z- 0 a� in . n Cltl' 'j❑P O b © p 0a0 C R C 0 .t � pa• 0 .rC , a n Oa j - .dr -3 }�Q i 0 t W Cn O"`c �^"c 0 y m o +- a r m Sir= ❑ .. p m o q m n ; z a•o O O 0', `P ,-.-�+ a j 0 n D Q .T :p ,;P `� a N O 0 0 N CII 0 " ' N I.� N to N .r u0 @0 0 CL 7 Ln J t47 O ❑ b @ O 5— n N rn CL n O a 7 7 0�+ 0 C n 0 N 0 0 M 7 .a+ r O T A N h7 ui 6� 2 0 a N N [} L7 j -0 O .a. 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'o CL O p ft w ❑ 7 m c ❑ �« �p ❑ m O._0 a m- (D it rt N m J 4 Ln to CD t° m D U O Q ❑O a N 7• :4 7 7 g Q -h N m m z ry n rh ym' p L4 M A H p �. w m Gl ( w � ❑ N w :0 a CTC n❑ A 0 fJ p d 7 ^ y Nm rt WWflw p p M CTS CL N a ❑ In 00 rtm m° CL f1 m a �❑ p -a t0 m n w N art J W m m w v 3 �( m V m a a s 5' �' n o w p Wm m Sm m 0 .C+ p fO w .x-070 (0 m ❑. .❑ O to - 0 c 7 Wm n w w 0 s m^ n Jrr O p a J � En O m d a 3 w w [} O ? -3 3.3 + 0 p O C a m 3 C fAR -C m C ::r N ZE l m N p m �c N C j N A m CA n Sly roC m 3 m 0 C p 3 N mm X n co a a CL C v .+ O 0 0� C j J p J m o fp C S j C ❑ d (D wNN�. ❑mai, m m ofri❑ N' a a i0 �[ rt� 0 0.N �} 40� w (D 3 m, 3tod O 4 m a 3 j j L31I COpto ° m m ZSR m 7i a w O �ry�y N ❑ 0 rJr A N :� O7 _ p ^ � � 0 •"h Exhibit B (Pg.1 of 2) THE ROYAL GOLF CLUB AT LAKE ELMO 8/4/2017 Block 1 Sg.Ft. Acres Front Setback Depth _ Lot 1 467,505 10.732 76.5 132 Lot 2 23,972 0.550 88.5 132 Total 491,477 11.283 99.1 133 Lot 4 9,568 0.2.20 Lot Width at Maximum Lot Block §A. Ft. Acres Front Setback Depth Lot 1 8,495 0.195 68.7 131 Lot 2 8,194 0.188 64.1 131 Lot 3 8,165 0.187 64.1 130 Lot 4 9,798 0.225 76.9 130 Lot 5 9,890 0.227 77.3 131 Lot 6 8,780 0.202 82.6 1.33 Lot 7 9,091 0.209 60.3 133 Lot 8 9,160 0.210 60.7 133 Lot 9 9,166 0.210 60.5 133 Lot 10 9,007 0.207 60.7 133 Lot 11 9,023 0.207 67.8 139 Lot 12 11,363 0.261 92.1 • 147 Lot 13 13,210 0.303 125.4 147 Lot 14 9,052 0.208 81.3 132 Lot 15 10,777 0.247 102.1 132 Total 143,171 3.287 Lot Width at Maximum lot Bloc Sa.Ft. Acres Front Setback Depth _ Lot 1 8,814 0.202 76.5 132 Lot 2 9,804 0.225 88.5 132 Lot 3 10,379 0.238 99.1 133 Lot 4 9,568 0.2.20 72.7 133 Lot 5 9,668 0.222 60.0 133 Lot 6 10,1.33 0.233 61.8 134 Lot 7 8,873 0.204 60.0 134 Lot 8 8,921 0.105 61.5 132 Lot 9 8,799 0.202 63.4 132 Lot 10 9,304 0.214 63.1 137 Lot 11 9,332 0.214 60.1 137 Lot 12 13,334 0.306 83.9 150 Total 116,929 2.684 Lot Width at. Maximum Lat Block 4 Sa.Ft• Acres Front Setback Depth Lot 1 15,326 0.352 102.1 159 Lot 2 15,008 0.345 100.0 151 Lot 3 15,000 0.344 100.0 150 Lot 4 15,000 0.344 100.0 150 Lot 5 17,487 0.401 96.2 154 Total 77,821 1.787 Exhibit B (Pg. 2 of 2) Lot Width at Maximum Lot Block a _Sq. Ft. Acres Front Setback Depth Lot 1 10,627 0.244 94.0 128 Lot 2 7,998 0.184 69.9 133 Lot 3 10,998 0.252 68.3 141 Lot 4 10,482 0.241 71.5 160 Lot 5 10,133 0.233 62.2 172 Lot 6 9,626 0.221 66.7 167 Lot 7 1.2,595 0.289 132.3 172 Lot 8 15,934 0.366 110.1 150 Lot 9 13,647 0.313 90.0 154 Lot 10 14,829 0.340 108.7 164 Lot 11 18,076 0.415 131.5 201 Lot 12 16,035 0.368 102.0 188 Lot 13 13,721 0.315 90.0 165 Lot 14 12,672 0.291 92.6 140 Lot 15 12,411 0.285 95.1 138 Total 189,784 4.357 Lot Width at Maximum Lot Block 6 S9,Ft, Acres Front Setback Depth Lot 1 19,128 0.439 97.1 158 Lot 2 15,065 0.346 100.0 151 Lot 3 15,184 0.349 100.0 152 Lot 15,159 0.348 100.1 152 Lot 5 15,102 0.347 100.3 151 Lot 6 15,150 0.348 100.1 155 Lot 7 16,693 0.383 100.1 173 Lot 8 16,435 0,377 107.5 173 Lot 9 15,569 0.357 101.6 160 Lot 10 17,805 0.409 103.6 160 Lot 11 29,525 0.678 123.3 216 Lot 12 21,110 0.485 100.7 186 Lot 13 20,485 0.470 95.0 223 Lot 14 18,095 0.415 90.2 223 Lot 15 15,117 0.347 80.0 139 Lot 16 11,155 0.256 77.0 204 Lot 17 17,933 0.412 65.1 264 Lot 18 14,092 0.324 57.9 199 Lot 19 8,034 0.184 63.8 125 Lot 20 8,710 0.200 65.4 143 Lot 21 10,693 0.245 73.7 148 Lot 22 10,896 0.250 70.6 150 Lot 23 7,789 0.179 59.6 150 Lot 24 7,457 0.171 67.3 135 Lot 25 7,471 0.172 66.8 143 Lot 26 10,042 0.231 62.2 168 Total 379,894 8.721 Exhibit C The Royal Golf Club At Lake Elmo Outlot Use and Ownership 24 -Jul -17 Rev. 8/3 Final Plat Outlot Area Proposed Owner Proposed Use Maintenance BY: A 0.48 ac. City of Lake Elmo 20th 5t. Trail City B 17.22 ac. H.C. Golf Golf Course H.0 C 0.55 ac. City of Lake Elmo 20th St. Trail City D 163.90 ac, H.C. Golf Golf Course & Lift Station Easement H.0 (City Lift Sta) E 2.01 ac. N.C. Golf Golf Course/Infitration Basin H•C• F 0,02 ac. Master HOA Entry Signage Master HOA G 1.42 ac. Master HOA Ponding/Wetland Master HOA H 4.17 ac. Master HOA Ponding/Wetland/Open Space Master HOA I 0.93 ac. Master HOA Buffer/Open Space Master HOA J 0.16 ac. Master HOA Ponding/Open Space Master HDA K 0.35 ac. Barnes Buffer/Open Space/Drainfield Barnes L 0.21 ac. Master HOA Ponding/Open Space Master HOA M 2.98 ac. H.C, Golf Golf Course/Infitration Basin H.G. N 0.19 ac. City of Lake Elmo Lift Station City O 0.71 ac. Open Space Emerson Emerson P 12.51 ac. N.C. Golf Open Space/Golf Course/Wetland H.C. Q 0.15 ac. City of Lake Elmo Trail/Utility Corridor City R 3.93 ac. H.C. Golf Future Palmer Dr. ROW H•C• S 71.45 ac. H.C. Golf Future Residential/Open Space/Trail H.C. T 93.15 ac. H.C. Golf Future Residential/Open Space/Trail H.C. A 2 \ � / ƒ / = cuin q = � £ o wL E \ LL. ric 0 2 Ln o k @ � f � U. k c \ � H o Q E � m Ln Q Ln # & � \ \ 0 / 0 u E u / ' 2 \ � H LO v m I ƒ 3 S \ LL/ ' S q q I / QaN o o / £ t \ \ ƒ � m Ln Q Ln # & � / LO v m I ƒ 3 S \ LL/ ' S q q I / QaN o o / £ t \ \ ƒ u Eyc1 -btfi Land Management Vegetative Maintenance Plan The Royal Golf Club at Lake Elmo I" Addition HC Golf Course Development, LLC July 31, 2017 Maintenance Plan Scop Native seeded & select planted vegetative areas within the following outlots and right-of-ways (ROW) will be managed either in perpetuity or for a period of two years from date of acceptance of the Landscaping and Irrigation Improvements by the City as specified in City of Lake Elmo License and Maintenance Agreement for Landscaping and Irrigation Improvements: City dedicated outlots maintained by HOA in perpetuity: Outlots A and C (City Property) City dedicated ROW maintained by HOA for a period of two years from date of acceptance: City ROW within The Royal Golf Club at Lake Elmo l 51 Addition and Outlot N (lift station) HOA owned outlots maintained by HOA in perpetuity: Outlots F, G, H, 1, J, and L (HOA Property) H.C. Golf Course Development, LLC (Owner) owned outlots to be maintained by Owner in perpetuity: Outlots B, D, E, and M Outlot dedicated to and maintained by adjacent landowner in perpetuity (Barnes); Outlot K Vegetation within the applicable areas will include the following components (refer to approved plans for seeding types & locations): I . Stormwater Ponding areas will be seeded as indicated down to the established normal high water level of all basins with a Native Dry Prairie seed mix (35- 621) or equal, as shown on approved landscape plans. 2. Areas between normal and high water lines as well as areas used for wetland mitigation will be seeded entirely with a Dry Swale/Pond Grass mix (33-262) or equal, as shown on approved landscape plans. 3. Dry Upland areas will be seeded as indicated with a Dry Prairie seed mix (35-621) or equal, as shown on approved landscape plans. 4. Stormwater treatment areas will be planted as shown on landscape and grading plans. 5. The seedbed preparation, seed mix application rates, and seeding methods to be used are detailed in this document. 6. A temporary cover crop will be used to stabilize slopes until native species establish and will be incorporated into the native seed mix. 7. The applicable seeding areas will be assessed during standard monitoring events for the presence of noxious weeds and invasive, non-native species. Problem species that may be encountered during establishment of buffer areas include Canada thistle, smooth brome, and reed canary grass. If noxious weeds and invasive, non-native species are identified within the designated areas during the three-year maintenance period, reasonable efforts will be made to control these species using appropriately timed herbicide applications or other methods. The following steps will be considered for treatment of non-native species during the first three years after seeding, with the goal of developing a plant community free of non- native or invasive species. Y,ar I Maintenance 1. The seeded areas shall be mowed at a height of 4 to 6 inches a minimum of two times during the first growing season and before September 30. 2. Invasive and non-native species in the applicable areas shall be spot sprayed at least twice annually at times that are most effective given the problem species. 3. All stands of reed canary grass in applicable outlot areas shall be treated with Rodeo or Roundup herbicide in late October and again early the following spring before desirable species emerge. 4. All herbicide treatments shall be applied according to label instructions. 5, Landscape plantings shall be monitored for correct planting installation, growth vigor and proper establishment. Replace any dead materials as provided by specified warranty provisions. Correct any leaning or tipped plant materials as necessary. 6. Landscape plantings and mulch beds shall be monitored against weed infestation &. mulch displacement. Additional mulch may be required to maintain specified settled depth of mulch beds. 7. Irrigated landscape plantings (if any) shall be monitored to ensure the correct operation and supply of water is being provided. Refer to irrigation maintenance schedule for irrigation related operations. Year 2 Maintenance 1. Any areas of bare ground or dead vegetation of more than 10 square feet shall be reseeded. 2. Areas of reed canary grass shall be treated with herbicide early in spring prior to the emergence of desirable species. 3. The seeded areas shall be mowed to a height of 6 to 8 inches between June 1 and July 15 to allow for light penetration to seeded species and prevent seed set on weedy species. 4. Other invasive and non-native species shall be spot sprayed at least twice annually at times that are most effective for problem species. 5. All stands of reed canary grass shall be treated with Rodeo or Roundup herbicide in late October. (. All herbicide treatments shalt be applied according to label instructions. 7. Landscape plantings shall be monitored for growth vigor and proper establishment, and against leaning or tipping, Replace any dead materials as provided by specified warranty provisions. Correct any leaning or tipped plant materials as necessary. 8. Landscape plantings and mulch beds shall be monitored against weed infestation & mulch displacement. Additional mulch may be required to maintain specified settled depth of mulch beds. 9. Irrigated landscape plantings (if any) shall be monitored to ensure the correct operation and supply of water is being provided. Refer to irrigation maintenance schedule for irrigation related operations. 1. Any areas of bare ground or dead vegetation of more than 10 square feet shall be reseeded. 2. Spot spray perennial weeds as necessary. 3. Any patches of problem species that represent more than 10% cover of restored buffer areas should be spot mowed to prevent seed set and treated with herbicide at an appropriate time. 4. A controlled burn (if possible and determined applicable), particularly in upland areas, should be conducted once in the third year. 5. Landscape plantings shall be monitored for growth vigor and proper establishment, and against leaning or tipping. Replace any dead materials as provided by specified warranty provisions. Correct any leaning or tipped plant materials as necessary. b. Landscape plantings and mulch beds shalt be monitored against weed infestation & mulch displacement. Additional mulch may be required to maintain specified settled depth of mulch beds. 7. Irrigated landscape plantings (if any) shall be monitored to ensure the correct operation and supply of water is being provided. Refer to irrigation maintenance schedule for irrigation related operations. THE LOYAL CLUB MAIN ENTRANCE SIGNAGE AUGU5T 23. 2017 PUCKET HERCULES �•.� THE ROYAL CLUB 25 SCS. FT TRC RFSIDFNC.F cIGN ( S�ur� rti acture wild be Flackeo stung See PGA !xrl rxof,j•lc cr icr (O rcr.rc ; Ioft - — —- - — — THE ROYAL CLUB 50 sC, FT - TRC RFSIDFNCf7 f Sipri <trocturewm ec eiicPcdetu^e Scc PGA ilgr Fcr riferen(c ! M. O ROYAL GOLF CLUB O' GOLF COURSE I CLUBHOUSE I ARNIE'S RESTAURANT 60 SQ. FT - RGC MAIN ENTRANCF SIGN I ';fah structure well tre =tacked sturie See PGA sign, examf,le r n last nage {or rC;cre ncc PGA NATIONAL STONE SIGNAGE FXAMPI P CITY OF LAKE ELMO WASHINGTON COUNTY STATE OF MINNESOTA RESOLUTION NO. 2017-047 A RESOL UTION APPROVING THE ROYAL GOLF AT LAKE ELMO ZONING MAP AMENDMENT, PRELIMINARYPLATAND PLANNED UNITDEVELOPMENT (PUD) PLANS. WHEREAS, H.C. Golf Course Development, LLC, 11074 Radisson Road NE, Blaine, MN 55449 ("Applicants") have submitted an application to the City of Lake Elmo ("Cit)") for a Preliminary Plat and a Planned Unit Development (PUD) Preliminary Plan for a planned development to be called Royal Golf Club at Lake Elmo, copies of which are on file in the City Planning Department; and WHEREAS, the proposed Zoning Map Amendment and Preliminary Plat and Preliminary Planned Unit Development is for a residential golf course community Planned Unit Development on 428.06 acres of land located between 10' Street and 20"` Streets, east of Lake Elmo Avenue and west of Manning Trail on the former 3M Tartan Park properties and will include 292 single-family residential lots, a lot for the clubhouse and facilities, and golf course; and WHEREAS, the Lake Elmo City Council approved the Royal Golf Club at Lake Elmo PUTT Concept Plan on September 9, 2016; and WHEREAS, the Lake Elnio Planning Commission held a Public Hearing on March 13, 2017 to consider the Zoning Map Amendment and Preliminary Plat and Preliminary Plans for the PUD; and WHEREAS, on March 13, 2017, the Lake Elmo Planning Commission adopted a motion to recommend the City Council approve the Zoning Map Amendment to zone the subject properties to GCC — Golf Course Community; and WHEREAS, on March 27, 2017 the Lake Elmo Planning Commission adopted a motion to recommend that the City Council approve the Royal Golf Club at Lake Preliminary Plat and Preliminary PUD Plans; and WHEREAS, the Lake EImo Planning Commission has submitted its report and recommendation concerning the Royal Golf Club at Labe Ehno Zoning Map Amendment, Preliminary Plat and Preliminary FUD Plans to the City Council as part of a memorandum from the Planning Department dated June 6, 2017; and WHEREAS, the City Council reviewed the recommendation of the Planning Commission and the proposed Royal Golf Club at Lake Elmo PUD Preliminary Plat and Preliminary Plans at a meeting on May 2, 2017 and June 6, 2017. NOW, THEREFORE, based upon the testimony elicited and information received, the City Council makes the following: FINDINGS City Council Resolution 2017-047 1) That the Royal Golf Club at Lake Elmo PUD General Concept Plan was approved by the City on September 6, 2016 and the submitted Preliminary Plat and Preliminary PUD Plan is consistent with the approved PUD General Concept Plan. 2) That the Royal Golf Club at Lake Elmo zoning map amendment, preliminary plat and preliminary PUD plan are consistent with the Lake Elmo Comprehensive Plan and the Future Land Use Map for this area. 3) That the Royal Golf Club at Lake Elmo preliminary plat and preliminary PUD plan generally comply with the City's GCC - Golf Course Community zoning districts as modified by the PUD regulations. 4) That the Royal Golf Club at Lake Elmo preliminary plat and preliminary PUD plan comply with the City's subdivision ordinance. 5) That the Royal Golf Club at Lake EImo preliminary plat and preliminary PUD plan comply with the City's Planned Unit Development Regulations. 6) That the Royal Golf Club at Lake Elmo preliminary plat and preliminary PUD plan comply with City's Engineering Standards, except where noted in the review memorandum from the City Engineer dated March 8, 2017 and modified by the PUD regulations. 7) That the Royal Golf Club at Lake Elmo preliminary plat and preliminary PUD plan comply with other City zoning ordinances, such as landscaping, tree preservation, shoreland, and erosion and sediment control, except as noted in this staff report and review memorandum from the City Engineer dated March 8, 2017. 8) That the Royal Golf Club at Lake Elmo preliminary plat and preliminary PUD plan achieve multiple identified objectives for planned developments within Lake Elmo, 9) That the proposed PUD Preliminary Plan is for a 292 -unit single family residential golf course community Planned Unit Development on 428.06 acres of land located on the former 3M Tartan Park properties. 10) That the Preliminary plat and Preliminary PUD Plan will be located on property legally described on the attached Exhibit "A". 11) That there has been significant public testimony that 20"' Street is already dangerous without the additional traffic and that the City and developer need to explore ways to snake the road safer. 12) That the proposed PUD will allow a more flexible, creative, and efficient approach to the use of the Iand, and will specifically relate to existing zoning district standards in the following manner (with exceptions as noted): a. Setbacks: Royal Golf Club at Lake Elmo Setbacks City Council Resolution 2017-047 100 Pt. Wide Lots 80-90 Ft. Wide Lots 55-65 Ft. Wide Lots Front 30 ft. 30 ft. 20 ft. for side loaded garages, or 25' City Council Resolution 2017-047 Side 10 ft. 10 ft. I Oft_ house/5ft. garage or 7.5 1/7.5 ft. Corner Side 15 ft. 15 ft. 15 ft, Rear 30 ft, 30 ft. 20 ft. b. Maximum Impervious Coverage: The maximum impervious coverage for 55-65' wide lots shall be 40%. All other lots shall have a maximum impervious coverage of 30%- c, Lot Sizes: The minimum lot size for Villa lots (55-65' wide) in the development shall be 6,600 sq. ft. d. Attached Garages: That attached garages shall not exceed 1,300 sq. ft. in area at the ground floor level except by conditional use permit. The width of the visible garage door area when closed shall not exceed 60% of the principal building fagade (including garage) fronting on the primary street. e. Subdivision Identification Signs: the Royal Golf Club at Lake Elmo residential subdivision shall be allowed up to a maximum of subdivison identification signs, including the identification sign for the golf course entrance, not to exceed 24 sq. feet in sign area each, located no closer than 10 feet to any public right-of-way. In addition neighborhood identification markers (pillars) shall be pennitted to be no larger than 2 ft. x 2 ft. to identify the development logo and the name of the neighborhood. f. All other requirements for the City's GCC — Golf Course Community zoning district will apply, including the allowed uses and other site and development standards. CONCLUSIONS AND DECISION Based on the foregoing, the Applicants' application for a Zoning Map Amendment, Preliminary Plat and Preliminary PUD Plans is granted, provided the following conditions are met: 1. That cross access easements be recorded between the owner of the golf course/golf club and the HOA to permit HOA and resident access to the future fitness center, clubhouse and other amenities by the HOA residents over the clubhouse entrance drive and parking lot and trails. 2. Any expansion to the Royal Golf Club clubhouse or intensification of its use shall require a conditional use permit. 3. That there shall be no encroachments to drainage and utility easements on residential lots other than those reviewed and approved by the City Engineer and upon execution of an easement encroachment agreement. 4. That the developer- prepare an exhibit that clearly identifies the proposed setbacks for specific lots within the development. 5. Prior to the execution of a Final Plat for any phase of the development by City officials, the Developer shall enter into a Developer's Agreement for that phase acceptable to the City Attorney and approved by the City Council that delineates who is responsible for the design, construction, and payment of the required improvements with financial guarantees therefore. City Council Resolution 2017-047 6. Each phase of the Royal Golf Club at Lake Elmo shall be incorporated into the Common Interest Agreement concerning management of the common areas and establish a homeowner's association which shall be submitted in final form to the Planning Director before any building permit may be issued for any structure in any phase of the development. Said agreement shall comply with Minnesota Statues 515B-103, and specifically the provisions concerning the transfer of control to the future property owners. The HOA documents shall include required maintenance of wetland buffers. 7. That the HOA documents include architectural requirements that require 4 -sided architecture and garages facing the public right-of-ways to have windows and/or other architectural features. S. The applicant shall enter into a landscape license and maintenance agreement with the City that clarifies the individuals or entities responsible for any Iandscaping installed in areas outside of land dedicated as public park and open space for each platted phase of the development. 9. That the HOA be responsible for the maintenance of all landscape walls that cross residential property lines or publicly owned Outlots or rights -of -ways, and that the walls be contained within a landscape easement. 10. The developer shall provide for an HOA owned and maintained children's play structure or other similar improvement near the HOA fitness center as discussed by the developer during the PUD concept review. 11. That a fee in lieu of park land dedication be paid to the City based upon an appraisal by an appraiser to be chosen by the City and paid for by the developer. Also that a 30 ft. wide trail corridor be dedicated to the City centered on public trails in the development and that the value of the dedicated land be credited toward any fees in lieu of parkland dedication. The park land dedication shall not include wetlands, wetland buffer area, and no credit will be given for land beyond the 30 ft. centered on public trails. And lastly, that the cost of constructing any public trails within the dedicated park land be credited towards any fees in lieu of park dedication. a. Outlots B, HH and T shall be dedicated to the City as parkland for trails. 12. That a trail phasing plan be submitted by the developer to be approved by City Staff and shat the public trails be constructed within each phase prior to building permits being issued for that phase of development. 13. That a 10' wide trail segment be provided from Palmer Drive (on preliminary plans) to the east edge of the plat within the County Right -of -Way. 14. That the Tree Preservation Plans and Preliminary Landscape Plans be updated to comply with the City's tree preservation requirements and the City's landscape requirements for review and approval by the City prior to recording the final plat. 15. The developer consider woodland management and pollinator friendly native seeding in lieu of some required tree preservation replacement tree requirements as recommended by the City's Landscape Architect. City Council Resolution 2017-047 16. All changes and modifications to the plans requested by the City Engineer in the Engineer's report dated, March 8, 2017 and .lune 1, 2017 shall be incorporated into the preliminary plat and PUD plans_ 17. The Preliminary Plat approval is conditioned upon the applicant meeting all City standards and design requirements unless specifically addressed otherwise in this resolution. 18. The developer shall comply with all comments identified within the Washington County letter dated March 6, 2017, including providing an additional 17 feet of right-of-way along 10th Street N. and constructing turn lane improvements ineeting Washington County standards at the developer's sole expense. 19. That the prelinunary PUD Plans be approved by Valley Branch Watershed District and that evidence be provided that all conditions attached to a Valley Branch Watershed District permit be provided prior to the commencement of any grading activity on the site. 20. That openspace within the shorelands of the residential development be protected with a conservation easement and that conservation easements be provided for review by the City Attorney and to be executed prior to final plat approval. 21. That golf carts shall be prohibited on city streets and city trails unless specifically allowed by City Ordinance. 22. Prior to the issuance of building permits all wetland buffers shall be delineated and identified via staking or signage that is acceptable to the City. 23. The applicant must provide the city a letter of approval to perform the proposed work in the gas pipeline easement within the development area as a condition of preliminary plat approval. 24. Prior to the construction of any subdivision identification signs or neighborhood markers within the development, the developer shall submit sign plans for review and obtain a sign permit from the Planning Department. 25. That the preliminary plat be updated to include street names that are consistent with the City's street naming ordinance and approved by the City Council. 26. The developer shall follow all of the rules and regulations spelled out in the Wetland Conservation Act, and shall acquire the needed permits from the appropriate watershed districts prior to the commencement of any grading or development activity on the site. 27. The developer shall enter into a separate grading agreement with the City prior to the commencement of any grading activity in advance of final plat and PUD plan approval. The City Engineer shall review any grading plan that is submitted in advance of a final plat, and said plan shall document extent of any proposed grading on the site. 28. The developer shall submit a revised preliminary plat and plans meeting all conditions of approval. All of the above conditions shall be met prior to the City accepting an application for final plat. 29. That approval of the preliminary plat be contingent on Street D access to 10'h Street. City Council Resolution 2017-047 30. That the Royal Golf Club development will not have street lights except at street intersections. 31. That the developer work with the adjacent property owners to get an agreement in place for screening and that it be incorporated into the final landscape plans. 32. that the developer address the Public Works Directors concerns as they pertain to the lift station designs as identified in a Public Works memorandum dated 5/19/2017 33. That a $1,000,000 donation to the Parks fund will be made with the phase of development when the fonner Taman Park ballfrelds are no longer able to be used by the City. Passed and duly adopted this 6th day of June, 2017 by the City Council of the City of Labe Elmo, Minnesota. r Mike Pearson, Mayor ATTEST: J ie ohnso Ci • Clerk City Council Resolution 2017-047 MEMORANDUM FOCUSENGINEERING, inc. Cara Geheren, P.E. 651.300.4261 Jack Griffin, P.E. 651.300.4264 Ryan Stempski, P.E. 651.300.4267 Date: August 24, 2017 Chad Isakson, P.E. 651.300.4283 To: Ben Gonzola, AICP, Planning Consultant Re: Royal Golf Club 1st Addition — Final Plat Cc: Emily Becker, Planning Director Engineering Review Comments Chad Isakson, P.E., Assistant City Engineer From: Jack Griffin, P.E., City Engineer An engineering review has been completed for Royal Golf Club at Lake Elmo 1st Addition. Final Plat/Construction Plans were received on August 9, 2017. The review consisted of the following documentation prepared by Carlson McCain, Inc., unless otherwise noted: • Royal Golf Club at Lake Elmo Final Plat, Sheets 1-10, received August 9, 2017. No print/preparation date. • Royal Golf Club at Lake Elmo 1st Addition Construction Plans, Sheets 1-37, dated July 28, 2017. • Royal Golf Club at Lake Elmo 1st Addition Landscape Plans, 1-1-1-7, dated August 8, 2017 and prepared by Pioneer Engineering. STATUS/FINDINGS: Engineering review comments will be provided in two separate memos; one for Final Plat approval, and one to assist with the completion of the Final Construction Plans.. Please see the following review comments relating to the Final Plat application. FINAL PLAT: ROYAL GOLF CLUB AT LAKE ELMO IST ADDITION • 201 Street North dedicated right-of-way. As required, the Final Plat dedicates 40 feet of right-of-way to the City of Lake Elmo along the entire length of 20th Street North to provide a minimum R/W from the existing roadway centerline. • Manni_niz Trail North dedicated right-of-way. As required, the Final Plat dedicates 50-55 feet of right-of-way to the City of Lake Elmo along the length of Manning Trail North within the City limits of Lake Elmo to provide a minimum R/W from the existing roadway centerline. • Washington County dedicated right-of-way. As required, the Final Plat dedicates sufficient right-of-way along CSAH 17 (Lake Elmo Avenue) and CSAH 10 (10th Street North) as requested and reviewed by Washington County. • Washington County Intersection Improvements, Final Plat approval must be contingent upon the developer providing at its sole cost all intersection improvements as recommended by Washington County at the CSAH 17 and CSAH 10 development access locations. Reimbursement to the City for these costs should be addressed in the 1st Addition Development Agreement. • City Street Intersection Improvements. Final Plat approval must be contingent upon the developer constructing as part of the project and at its sole cost right turn lanes meeting City state aid design standards at Royal Boulevard North, Masters Lane North, the Golf Course entrance, at Annika Drive North, and at 20th Street and Manning Trail, The 1st Addition construction plans include right turn lanes as required for the Golf Course entrance, at Annika Drive North, and at 20th Street and Manning Trail. PAGE 1 of 3 • Outlots A (trail), C (trail), E (storm water), H (storm water), I (storm water), M (lift station and storm water), N (lift station) and Q (utility corridor) must be dedicated to the City as part of the Final Plat. City ownership of the Outlots must be noted on the final grading and construction plans. • Outlots B, D, F, G, 1, K, L, 0, P, R, S and T ownership should be shown on the final grading and construction plans as developer or HOA owned as applicable. • A drainage and utility easement must be granted over all of Outlot R for the City sanitary sewer, storm sewer and watermain utilities. Outlot R will be dedicated to the City as R/W with future plat phases. This easement has been correctly identified on the Final Plat. The drainage and utility easement must be shown on the final grading and construction plans. • Drainage and Utility easements must be granted over all or portions of Outlots G, L, 0, and P as part of the City's Municipal Separate Storm Sewer System to protect the various wetlands, wetland buffers, drainage systems and storm sewer conveyance systems. These Outlots will be HOA owned and maintained. These easements have been correctly identified on the Final Plat. The drainage and utility easements must be shown on the final grading and construction plans. • The Plat must be revised to add a drainage and utility easement over the Maintenance Building 6 -inch watermain extension and hydrant, and 8 -inch sanitary sewer extension. The drainage and utility easements must be shown on the final grading and construction plans. • The Plat must be revised to include a drainage and utility easement over portions of Outlot S for the wetland, ponding and storm sewer pipe that will be installed as part of the 1st Addition. Alternatively a portion of Outlot S may be split off as a separate Outlot and dedicated to the City as part of the Final Plat. This area is shown as Outlot V in the Preliminary Plans to be City owned. • Additional drainage and utility easements must be provided to the City over the 10 ft. maintenance access trails on the golf course. The Final Plat must be updated or separate easements provided to the City in the City's standard form of easement agreement after the trails have been constructed. The easements must be shown on the final grading and construction plans. • Drainage and utility easements are required over all storm sewer, sanitary sewer and watermain not located on City Outlots and right-of-way, minimum 30 -feet in width, 15 feet from centerline on each side of pipe. Easements are also required to fully protect all emergency overflow elevations. Easements must be shown on the Final Plat, Utility Plans and Grading Plans. Easements have generally been provided as required. Revisions may be necessary has the plans are finalized or additional width may be required to adjust for greater pipe depths. • All easements as required by the City Engineer and Public Works Director shall be documented on the Final Plat prior to the release of the Final Plat for recording. • All off-site easements as required by the City Engineer and Public Works Director to complete any off-site improvements must be provided in the City standard form of easement agreement and signed by all parties prior to the release of the Final Plat for recording. Y A right-of-way easement and drainage and utility easement must be provided to the City for the area adjacent to Outlot N as shown on the Preliminary Plans dated August 8, 2017 (South Lift Station site easements). A temporary grading easement is required from the property east of Outlot R near the CSAH 10 intersection. A copy must be provided to the City prior to the recording of the final plat. FINAL CONSTRUCTION PLANS • The site plan is subject to a storm water management plan meeting State, VBWD and City rules and regulations. Storm water and storm sewer facilities proposed as part of the site plan to meet State and VBWD permitting requirements must be constructed in accordance with the City Engineering Design Standards. ➢ A VBWD permit has been approved for the development with conditions (Permit #2017-06) including a requirement to reconstruct portions of the VBWD project 1007 storm sewer pipe. Reconstruction of this pipe will occur in future phases of the plat. PAGE 2of3 • Final Construction Plans and Specifications must be prepared in accordance with the City approved Preliminary Plans and in accordance with the City Engineering Design Standards Manual, dated March 2017 using City details, plan notes and specifications. A All streets are proposed to be publically owned and maintained. Public streets must be designed to meet the City's Engineering Design Standards including R/W width (60-feet), street width (28- feet) and cul-de-sac radii (60 foot radius R/W / 45 foot radius pavement), except for Annika Avenue North which will not have a sidewalk and the right-of-way width will be 50 feet. A Temporary cul-de-sacs are required as part of development phasing. A Drainage and utility easements are required over all storm sewer, sanitary sewer and watermain not located on City Outlots and right-of-way, minimum 30-ft. in width, 15-ft. from pipe centerline. A All storm water facilities, including storm water ponds and infiltration basins must be placed in Outlots deeded to the City for maintenance purposes. The Stormwater Facility Outlots must fully incorporate the 100-year HWL, 10 foot maintenance bench and all maintenance access roads. Ali lots must have the minimum floor elevation at least 2 feet above any adjacent 100-year HWL and the 100-year HWL shall not encroach onto any lot. All lots must have the low opening elevation at least 1 foot above any adjacent emergency overflow (EOF) elevation. A Stormwater Ponds must be constructed meeting City standards. Stormwater Wet Ponds are required to have a minimum of 3 feet in depth to the NWL, constructed with 3:1 side slopes and both a 10.1 aquatic bench and a 10:1 maintenance bench. Designated maintenance access roads, 20 feet in width, must be provided for all storm water facilities with slope no greater than 10%. Both the NWL and 100-year HWL elevations and contours must be shown on the plans. A The 100-year HWL elevation and contour must be calculated and placed on the plans for all rear yard catch basins. Drainage and utility easements must fully include the localized 100-year HWL. A Ali overland emergency overflow elevations must be fully protected by drainage easement. A The maximum curb run prior to a catch basin is 350 feet. ➢ The storm sewer system shall be designed to maintain a minimum 3 feet of pipe cover. Drain the is required as part of the City standard street section at all localized low points in the street. brain tile considerations may impact the storm sewer design and depth requirements at low points. • Final Construction Plans must include a detailed phasing plan for all infrastructure components and the plans must be prepared to clearly delineate between improvements to be completed with the 1st Addition and the improvements to be completed with future additions. • No construction for Royal Golf Club at Lake Elmo 1st Addition may begin until the applicant has received City Engineer and City Planner approval for the revised Preliminary Plans and the Final Construction Plans and Specifications; the applicant has obtained and submitted to the City all applicable permits, easements and permissions needed for the project; and a preconstruction meeting has been held by the City's engineering department. • The Final Plat shall not be recorded until final construction plan approval is granted. PAGE 3 of 3 Royal Golf Clue I � A j �'•Is. � � / 7.7 EigE4�CanpBons BPrefimY Rat lrWox - - _ � � t j' T 1 •J r _ 9 -PP Pod m—mdy Rel PB Sae45. i,�dex 3Bi5 RWrnkurY 54e JMd EnElr PLM aP,54 Reiimnery Cxadrp antl Eroskrn �\ P't'" Refa4enp W. Ll it1 Landscape Plans 0 1, it -TPS PW PL - _ PIAPh-n7 Plmung Ren PI -P3 8E�C1[M 1Rk5 � _ M +Mlo-w x C3IENron ywey 1/��J �CflfPSOFl -,,,•d x-- _ ...�_.. .. _,. -"K H.C.6Wf [auw OmMpemen4 tilt. THEA—_C?LFCLW. 0.71JIKE ELN. Efm0. w.n�%a C04ER / IY744ESE 1' n•• C E4n MR— �G65 Monument locations Royal Golf Club Residential Laud C 2017 br Nicollet Partners page 29 May 30, 2017 Rick Packer HC Golf Course Development 11074 Radisson Road NE Blaine, MN 55449 Re: The Royal Golf Club at Lake Elmo --Lake Elmo, Minnesota VBWD Permit #2017-06 Dear Mr. Packer. Enclosed is the Valley Branch Watershed District (VBWD) permit for your project. Please note the following conditions imposed by the Managers, which are also listed on the back of the permit. 1. Prior to work over the VBWD's Project 1007 pipe: Z. The plans shall be revised and submitted for approval, including: i. Replace the pipe with a higher -class pipe that can accommodate the proposed fill depths, or ii. Redesign the site or fill material (e.g., lightweight fill) to reduce the loading on the pipe to meet the structural load requirements of the existing pipe and bedding. b. The developer shall conduct and provide recordings of pre- and post -construction video inspections of the entire VBWD Project 1007 pipe and structures with the site's construction limits. c, The developer shall submit details on how the two existing VBWD catch basins will be reconstructed to accommodate the fill (including the proposed castings) for approval by the VBWD Managers. d. The plans shall be revised to shout VBWD's Project 1007 Catch Basin 30, which is approximately 229 feet downstream of the flared -end section at a bend in the pipe. 2. Details of how stormwater runoff will be managed at the transition from curb and gutter to a rural section at the proposed entrance from Manning Trail shall be provided for VBWD approval and designed to minimize erosion and provide water quality treatment, as feasible_ The developer is responsible for obtaining the necessary permissions from West Lakeland Township for the work in this area. DAVID SUCHECK - LINCOLN FETCHER - JILL LUCAS - EDWARD MARCHAN - ANTHONY HAIOER VALLEY BRANCH WATERSHED 0ISTRIICT . P O BOX 638 - LAKE ELMO MINNESOTA 55042-0538 %wmvbwd org Rick Packer, HC Golf Course Development VBWD Permit #2017-06; The Royal Golf Club at ]rake Elmo May 30, 2017 Page 2 The following changes, as previously accepted by the developer, shall be made to the plans so that the stormwater runoff from all proposed new and fully reconstructed impervious surfaces is better managed: a. Wetland 15 shall be protected by a drainage easement b. As much water quality treatment as possible shall be provided north of the trail, near lots 245 and 246 C. Grasses alongside the trail and between the road the trail near Dose Lake shall only be mowed two times per year d. The proposed infiltration basin upstream of Wetland 2 shall be revised to be no deeper than 1.5 feet 4. The number of soil borings at proposed infiltration basin IB52 shall be listed on the plans. The number of soil borings shall be as listed in the Minnesota Stormwater Manual. 5. The extra 908 contour closest to the proposed house pads shall be removed from the plans in Lots 266-268. 6. The VBWD shall be granted drainage easement to the land south of Outlet E up to the 300 -year flood elevation. The required surety shall be submitted prior to construction. Annual monitoring reports shall be submitted for Wetland 2. The reports shall report water levels and vegetation and include photographs taken immediately after rainstorms and, again, after 48 hours. If the wetland does not act as an infiltration basin, other stormwater management practices shall be constructed that meet the VBWD Rules. The owner shall remove all downed trees, debris, and an abandoned bridge within the banks of the Lake Elmo outlet channel between Lake Elmo Avenue to the west and the flared -end section near the former archery range on the east. The owner shall agree to maintain the conveyance of the channel, remove all trees and debris within the channel, and keep the flared -end section open and free of debris. 10. Wetland buffer signage must be installed as required by the VBWD Rules and Regulations. Specifications for the buffer vegetation and signs shall be submitted to and approved by the VBWD prior to installation and planting. 11. This permit is not transferable. 12. This permit is subject to obtaining all other permits required by governmental agencies having jurisdiction (including but not limited to an NPDES permit). 13. The VBWD Engineer and Inspector shall be notified at least 3 days prior to commencement of work. 14. Erosion controls shall be installed prior to the commencement of grading operations and must be maintained throughout the construction period until turf is established. Additional erosion controls may be required, as directed by the VBWD Inspector or VBWD Engineer. Rick Packer, HC Golf Course Development VBWD Permit 1-'2017-06: The Royal Golf Club at Lake Elmo May 30, 2017 Page 3 15. The following additional erosion controls shall be implemented on the site; a. All proposed slopes 3 -feet horizontal to 1 -foot vertical (3H.1 V) should be covered with an erosion -control blanket. b_ Silt fence should follow existing contours as closely as feasible to limit the potential for gully erosion along the edges. C. Any sediment that collects in storm sewers, ponds, or other water -management features shall be removed. d. Street sweeping shall be performed if sediment collects on the streets. e. If erosion occurs at the outlets of the storm sewer pipes, the applicant will be responsible for correcting the problem to the satisfaction of the VBWD. 16. To prevent soil compaction, the proposed infiltration area shall be staked off and marked during construction to prevent heavy equipment and traffic from traveling over it. If the infiltration facility is in place during construction activities, sediment and runoff shall be kept away from the facility, using practices such as diversion berms and vegetation around the facility's perimeter. The infiltration facility shall not be excavated to final grade until the contributing drainage area has been constructed and fully stabilized. The final phase of excavation shall remove all accumulated sediment and be done by light, tracked equipment to avoid compaction of the basin floor. To provide a well-aerated, highly porous surface, the soils of the basin floor shall be loosened to a depth of at least 24 inches to a maximum compaction of 85% standard proctor density prior to planting. 17. All disturbed areas shall be vegetated within 14 days of final grading. 13. The applicant is responsible for removal of all temporary erosion -control measures, including silt fence, upon establishment of permanent vegetation at the project site, as determined by the VBWD Engineer and/or Inspector. 14. The minimum floor elevations for all buildable lots in the development shall be recorded in a Declaration of Covenants and Restrictions or on the final plat. 20. The VBWD shall be granted drainage easements which cover (a.) land adjacent to stormwater management facilities and lowlands up to their 100 -year flood elevations and (b.) all ditches, storm sewers, and maintenance access to the stormwater management facilities. 21. The required drainage and access easements shall be recorded with the Washington County Recorder's Office. 22. Return or allowed expiration of any remaining surety and permit closeout is dependent on the permit holder providing proof that all required documents have been recorded (including but not limited to easements) and providing as -built drawings that show that the project was constructed as approved by the Managers and in conformance with the VBWD Rules and Regulations. Rick Packer, HC Golf Course Development VBWD Permit 92017-06: The Royal Golf Club at Lake Elmo May 30, 2017 Paee A Thank you for your cooperation with the District's permit program. sincerely, Davi J. B check, President Vall aitch Watershed District DJB/ymh Enclosure c: Susannah Torseth, VBWD Attorney Jenifer Sorensen, MDNR Jeffrey Brower, VBWD District Inspector Stephen Wensman, City Planning Director—City of Lake EImo Jack Griffin, City Engineer, FOCUS Engineering ---City of Lake Elmo Mike Bent, Building Official --City of Lake Elmo Brian Kallio, Carlson McCain ---Authorized Agent Thomas Hingsberger, Corps of Engineers Brad Johnson, MDNR Jay Riggs, Washington Conservation District Becky Horton, MDNR Jed Chesnut, Minnesota Board of Water and Soil Resources Karen Wold, Barr Engineering Co. Yvonne Huffman, Barr Engineering Co. P:1Mpls\23 MN182''k2382020\_MovedFromMpls_P1?017\2017-06_RoyalGo]fClublPermit_2017-06_RoyalGolfClub_May2Ol7,docx VAIJ L -Y BRANGI I VVA�I "W'il 1L-1) I jjS*I kj(:'[ [T-RI,Ail APPUCA-I'IQJ� 0 n.17, foe Inar acrWOBA/ WD :" . : uoe" As -� ty H 5%� 0, V—V Iz 0% 3 t, 2017-06 -A16,441� 60 F'--brUax72&. 2017 T, �c.;tinva G,0 ii I Ei, -Wz" i.':1' -sit 0A--hi iA, RRn Vsp R Stan Praji:ct Contacts Cvvner PAIFIVron Owl qWincan.0 -,'a rn e Rice, Pricker 9ria� Kaliir A; Rausson Rcau PIvyYE A& R Ke QWC NE __'.:n 10 Cne a 45 Branch WaWswo rhsD,jtjas �,E- -,jr. t uBCK of This fc,rr, Q OWS "I P&MI WmMmn Me Puma apo,YM noter agen: ana carm gierenfdYT PennH*w 5hal aince ny ah we cumi hu is set by me Vale! 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I Prior to work over the VBWD's Project 1007 pipe: a. The plans shall be revised and submitted for approval, including: i. Replace the pipe with a higher -class pipe that can accommodate the proposed fill depths, or ii. Redesign the site or fill material (e.g., lightweight fill) to reduce the loading on the pipe to meet the structural load requirements of the existing pipe and bedding. b. The developer shall conduct and provide recordings of pre- and post -construction video inspections of the entire VBWD Project 1007 pipe and structures with the site's construction limits. C. The developer shall submit details on how the two existing VBWD catch basins will be reconstructed to accommodate the fill (including the proposed castings) for approval by the VBWD Managers. d. The plans shall be revised to show VBVN'D's Project 1007 Catch Basin 30. which is approximateIN 229 feet downstream of the flared - end section at a bend in the pipe. 2. Details of how stormwater runoff' will be managed at the transition from curb and gutter to a rural section at the proposed entrance from Manning Trail shall be provided for VBWD approval and designed to minimize erosion and provide water quality treatment, as feasible. The developer is responsible for obtaining the necessary permissions from West Lakeland Township for the work in this area. 3, The following changes, as previously accepted by the developer, shall be made to the plans so that the stormwater runoff from all proposed new and fully reconstructed impervious surfaces is better managed: a. Wetland 15 shall be protected by a drainage easement b. As much water quality treatment as possible shall be provided north of the trail, near lots 245 and 246 C. Grasses alongside the trail and between the road the trail near Rose Lake shall only be mowed two times per year d. The proposed infiltration basin upstream of Wetland 2 shall be revised to be no deeper than 1.5 feet 4. The number of soil borings at proposed infiltration basin IB52 shall be listed on the plans. The number of soil borings shall be as listed in the Minnesota Stomrwater Manual. 5. The extra 908 contour closest to the proposed house pads shall be removed from the plans in Lots 266-268, 6. The VBWD shall he granted drainage easement to the land south of Outlet E up to the 100 -year flood elevation. 7. The required surety shall be submitted prior to construction. 8. Annual monitoring reports shall be submitted for Wetland 2. The reports shall report water levels and vegetation and include photographs taken immediately after rainstorms and, again, after 48 hours. If the wetland does not act as an infiltration basin, other stormwater management practices shall be constructed that meet the VBWD Rules. 9. The owner shall remove all downed trees, debris, and an abandoned bridge within the banks of the Lake Elmo outlet channel between Lake Elmo Avenue to the west and the flared -end section near the former archery range on the east. The owner shall agree to maintain the conveyance of the channel, remove all trees and debris within the channel, and keep the flared -end section open and free of debris. 10. Wetland buffer signage must be installed as required by the VBWD Rules and Regulations. Specifications for the buffer vegetation and signs shall be submitted to and approved by the VBWD prior to installation and planting. I f . This permit is not transferable. 12. This permit is subject to obtaining all other permits required by governmental agencies having jurisdiction (including but not limited to an NPDES permit). 13. The VBWD Engineer and Inspector shall be notified at least 3 days prior to commencement of work. 14 Erosion controls shall be installed prior to the commencement of grading operations and must be maintained throughout the construction period until turf is established. Additional erosion controls may be required, as directed by the VBWD Inspector or VBWD Engineer. 15_ The following additional erosion controls shall be implemented on the site: a. All proposed slopes 3 -feet horizontal to 1 -foot vertical QH:IV) should be covered with an erosion -control blanket. b. Silt fence should follow existing contours as closely as feasible to limit the potential for gully erosion along the edges. C. Any sediment that collects in storm sewers, ponds, or other water -management features shall be removed. d. Street sweeping shall be performed if sediment collects on the streets. C. If erosion occurs at the outlets of the storm sewer pipes, the applicant will be responsible for correcting the problem to the satisfaction of the VBWD. 6. To prevent soil compaction, the proposed infiltration area shall be staked off and marked during construction to prevent heavy equipment and traffic from traveling over it. If the infiltration facility is in place during construction activities, sediment and runoff shall be kept away from the facility. using practices such as diversion berms and vegetation around the facility's perimeter. The infiltration facilih, shall not be excavated to final grade until the contributing drainage area has been constructed and fully stabilized. The final phase of excavation shall remove all accumulated sediment and be done by light, tracked equipment to avoid compaction of the basin floor. To provide a well- aerated, highly porous surface, the soils of the basin floor shall be loosened to a depth of at least 24 inches to a maximum compaction of 85% standard proctor density prior to planting. 17. All disturbed areas shall be vegetated within 14 days of final grading. 18, The applicant is responsible for removal of all temporary erosion -control measures, including silt fence. upon establishment of permanent vegetation at the project site, as determined by the VBWD Engineer and/or Inspector. 19. The minimum floor elevations for all buildable lots in the development shall be recorded in a Declaration of Covenants and Restrictions or on the final plat. 20. The VBWD shall be granted drainage easements which cover (a.) land adjacent to stormwater management facilities and iowlands up to their t 00 -year flood elevations and (b.) all ditches, storm sewers, and maintenance access to the stormwater management facilities. 21. The required drainage and access easements shall be recorded with the Washington County Recorder's Office, 22. Return or allowed expiration of any remaining surety and permit closeout is dependent on the permit holder providing proof that all required documents have been recorded (including but not limited to easements) and providing as -built drawings,that show that the project was constructed as approved by the Managers and in conformance with the W Rule nd Regulatio Approved: May 111, 20I7 t�`QG'� 3ignaru Tltle Valley B nch Watershed District Note: The grant of this permit in no way purports to permit acts, which may be prohibited by other governmental agencies. Homestead HOCA Agreement with Royal Golf Club Brian D. Hazelton <BHazelton@winnebagoind.com> Sun 8/13/2017 6:17 PM To Clark Schroeder <cschroeder@royalclubmn.com>; cc hcavner@3mchampionship.com <hcavner@3mchampionship.com>; mprearson@lakeelmo.org <mprearson@lakeelmo.org>; Johnson, Ellen M <Ellen.M.Johnson@HealthPartners.Com>, swensman@lakeelmo,org <swensman@lakeetmo.org> ; Dear Clark, Over the past several months there have been meetings and discussions between representatives of the Royal Golf Club of Lake Elmo (RGC) and the Homestead HOA (HOA) concerning ways in which the impact of the development of the Royal Golf Club (and its related housing development) could be reduced or minimized. To this end, both parties feel they have reached an agreeable and amicable working relationship to achieve this goal. Representatives from the RGC (Hollis Cavner, Clark Schroeder and Rick Packer— prior his leaving RGC) met with homeowners most effected by the development, Individual plans and commitments were made to each homeowner by RGC of steps that would be taken to provide increased shielding from the development in order to maintain the privacy and feel of the HOA. Each homeowner has a copy of the agreement they reached with RGC, and these agreements can be made available to City of Lake Elmo if recluried. Based on the assurances of RGC and specifically on that of Hollis Cavner, the HOA is comfortable with the development moving forward. The agreement outlined in this letter is contingent on the HOA being provided a final copy of the RGC plans showing final landscaping/shielding solutions. Best regards, Brian Hazelton Treasurer, Homestead Homeowners Association. This electronic transmission and any documents accompanying this electronic transmission contain confidential information belonging to the sender. This information may be legally privileged. The information is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are hereby notified that any disclosure, copying, distribution, or the taking of any action in reliance on or regarding the contents of this electronically transmitted information is strictly prohibited. vi 1 -./ •+ all AND IPE PLAN E7p�46iA 'PON To b A5 vwH. - s"i; \� '-�•�� YI +nRa coy Y �x. ! TECHNY ARB' TAE 4 RED 7N7GGED OGWO�b" ` i r w f-PRCIVI1) gCREEM ON 3T SIpE 4F PROPDSED TRAh. _ f �,� /• k e� 4� ens�ena vicefY�ron (Awrsoy ,w �J /I 4 — JI f RBaRVITAEITO BE AOJJSTEC AS NEC SSARY TO 1V PROVIDE DESMED scR FxwG-FOR- xoMEs. r • +'`'1 I RATnTw }`� J `?'' DRAINHELDS SHOWN ARE APPROXIMATE SEPTIC I SYSTEMS AND DRAINFIELDS TO BE LOCATEDPRIOR TO \ , PLANTING AND PROPOSED PLANTINGS WILL BE ADJUSTED AS NECESSARY. WHITE PINE TO BE ADJUSTED AS NECESSARY TO f-R57wp ccrA�oli PROMDE DE51AE6 SCREENING FOR EXISTING HOMES. i SEE SHEET L3-4 FOR PLAN AND TREE SCHEDULE FOR ^� r K ,tom ;.• I I S WITS TO DE MULCHED MM SHREDDED RARDwDOD 70 A DEPTH OF S' THIS AREA No coaz U� AROUND S4RVIT PLANTING AREAAS. . } SEE SHEET L10 rm hwT sm OE HwEsTEAD SHEET LIO (OR TREE 5(R1ELl.LE - •--�� _ HC [IULF LV[RSE EY �P.NEHI, LLC TIIE ROYAL �p1,F CLL'$ AT 1I061LSTgADMAIL LTIiE t1FFP � �,� L9 i6 III i '�i• a vi 1 -./ •+ all AND IPE PLAN E7p�46iA 'PON To b A5 vwH. - s"i; \� '-�•�� YI +nRa coy Y �x. ! TECHNY ARB' TAE 4 RED 7N7GGED OGWO�b" ` i r w f-PRCIVI1) gCREEM ON 3T SIpE 4F PROPDSED TRAh. _ f �,� /• k e� 4� ens�ena vicefY�ron (Awrsoy ,w �J /I 4 — JI f RBaRVITAEITO BE AOJJSTEC AS NEC SSARY TO 1V PROVIDE DESMED scR FxwG-FOR- xoMEs. r • +'`'1 I RATnTw }`� J `?'' DRAINHELDS SHOWN ARE APPROXIMATE SEPTIC I SYSTEMS AND DRAINFIELDS TO BE LOCATEDPRIOR TO \ , PLANTING AND PROPOSED PLANTINGS WILL BE ADJUSTED AS NECESSARY. WHITE PINE TO BE ADJUSTED AS NECESSARY TO f-R57wp ccrA�oli PROMDE DE51AE6 SCREENING FOR EXISTING HOMES. i SEE SHEET L3-4 FOR PLAN AND TREE SCHEDULE FOR ^� r K ,tom ;.• I I S WITS TO DE MULCHED MM SHREDDED RARDwDOD 70 A DEPTH OF S' THIS AREA No coaz U� AROUND S4RVIT PLANTING AREAAS. . } SEE SHEET L10 rm hwT sm OE HwEsTEAD SHEET LIO (OR TREE 5(R1ELl.LE - •--�� _ HC [IULF LV[RSE EY �P.NEHI, LLC TIIE ROYAL �p1,F CLL'$ AT 1I061LSTgADMAIL LTIiE t1FFP � �,� L9 i6 €IOMESn� J=Af- Q �a www C�1 . times � www i4ti and r•� mwwwrr ffm F_ L_ — � It I =-� — JI ��•��y L_ _ _�: _ J L I _IIx t' ' --- -- —— —- _ --- — — —— ——_----.�- v Iso aao soo GRAPHIC SCALE IN FEET PISNEERIneering .� rYPo.e�.wvs5 i WnnwNw tum,v— ,.- 24221amer ennti- lesll6xi.lois Tl:.sly«n.,eyu:.r t�rpun,wr fax: G81!Mtl8 .,rmds� va amu „y,r�.nnmwf Mcadom 11cIghrx NIN cs l?d ..way L., dzan,xn amn�un ' 'tel-n�.,nr� wwwjtitt,nxxle nJ;.rnln iutn 4�4.:..d,Le SL•k ,cat.mery 14z. x.., +ru.a ¢.v _r-[�Ir LANDSCAPE DATA: SEE PRELIMINARY PLAT FOR LANDSCAPE AND MITIGATION REQUIREMENTS, TREES PROPOSED ON PRELIMINARY PLAT: 3800 TREES PROPOSED IN 15T ADDITION: 666 TREES TO BE PROVIDED BY BUILDERS IN FIRST ADDITION: 202 TOTAL TREES TO BE PLANTED IN 1ST ADDITION: 868 TREES BY BUILDER TO BE CHOSEN FROM PLANT SCHEDULE BELOW. BUILDER -SUPPLIED TREES MUST BE A MINIMUM OF TWO DIFFERENT SPECIES PER LOT. TRFF TOTALS FOR FIRST ADDITION rCRNAMENTAL TREES MAY BE EITHER 8A6 DR PDT AS LONG AS THEY MEET THE CALIPER INCH OR HEIGHT DESIGNATION IMM m PLANT SCHEDULE KEY COMMON NAME/Seientitie name ROOT rwANnTY 0%"STORY TEES NORTHWGDDS RED MAPLE/Ac@r rubrum Nuthwrgods' 2.5' B*8 -- AUTUMN BLAZE MAPLE/Acer z Freemonii TJefterered' 20 R&S -- SIENNA GLEN MAPLE/Acer x fr®emanii 'Si-' 2.5' BAdB 31 SUGAR MAPLE/Acer Sp—rum 'Green Muuntnin' &5' S&S 13 HERITAGE RIVER RIRCH/13etula nfgeP Cully Ts Bdltt dZ ' WHITESPIRE BIRCH/SeL.I. populifolie 'Wn4Eespire' 72' B&H 12 COMMON HACKBERRY/Collis occrdentolls 2;5' BAM 29 KENTUCKY COFFEE TREE/Gymnacladps discus 2.5' E&B 34 Use dleas ver mole/se7;r— True North. Espresso lop RED RED OAK/Quercus rubro 2,5• u&u 2Q NORTHERN FIN DAK/Que—a ellipsoildolls Z.5- SWAMP NMITE OAK/Qvercus bicolar 2 5" B&B 44 PRNCETON ELM/Ulmus omerfcapa'Prin—t.n' 25' BhEt 36 WHITE YNLLOW/Salix alba "Nlobe 25" U&S 24 GWGKO/Ghko bilabe (mole only) 2,5' H&A 2 CATALPA/Coloipo specloso — 2.5" BdB -- {�L.� ICY QUAKING ASPEN/Populus Lremuloidos 2 5' US 79 SPADED MAPLE AND OAK TRANSPLANTS ga yM Sq. SEE SHEET L2 E01DREEN TREES BLACK HILLS SPRUCE/Picea giauca dens.Lo 6' R&B 95 MITE PINL/P1na5 slrobus 6 BAR 55 RED PINE/Pinus reslnosa 6' S&R 106 ORNAMENTAL TREES• PRAIRWIRE CRAB/Malas 'Plvi iflrs IS B&B -- JAPANESE TREE ULAC/Syringa reLlcalota B' 989 -- SPRING SNOW CRA$/Moluz 'Spring Snow 1 5' DRB -- rCRNAMENTAL TREES MAY BE EITHER 8A6 DR PDT AS LONG AS THEY MEET THE CALIPER INCH OR HEIGHT DESIGNATION IMM m �MONk)MEa+I-fi ,,LD - - -- - J - - i V y !^ RIP- RR�AIESi- .- it - �. - _ - -- - - DYAGH'tl e. MOVED I R�N7,�A TEb TREES* i :AUTLf7 T - r r _ I , �! -t- - ls.� •h ' ''� A� I 11 � � � �C7UTTOJ G Y � l . 1 \ WETLAND IRR IC,AT�0�31. ETER LQCAT�ON p r � � -,- - / 2''.BACKFLD 11116 N,T�j2. I r ti 'h RIGATION, . IBY'OTHER '� r FLEX( FIEL� 7k, OPEN PLAY, AREA- -: .+ ;`. 1, 1 } \ yl r I 1 'GRr1PHtC CAt: LANDSCAPE NOTES- 1. LOTS WILL BE SODDED AFTER CONSTRUCTION. 2. SEE SHEET L1 FOR LANDSCAPE REQUIREMENT DATA 3, TREES WITHIN BOULEVARDS WITH SIDEWALKS HALL BE PLANTED 5' FROM CURB 4. TREES WITHIN BOULEVARDS WITHOUT SIDEWALKS WILL BE PLANTED 8' FROM CURB 5. SEE CITY DOCUMENTS 32 90 00 "PLANTING SPECIFICATION" AND 3292 "TURF ESTABLISHMENT" FOR MORE REQUIREMENTS. THESE DOCUMENTS CAN BE OBTAINED FROM THE CITY OR THE PROJECT LANDSCAPE ARCHITECT. 6. SEE SHEET L7 FOR CITY PLANTING DETAIL PLATES. PISNEER n_ mng rnv�er:wr,Y,. w..hW"rvF iH."nicrn ra � c�r,�rs 2A22 t=nserprut iln�_r fA511 GNI-1.14 \trmirrtf flr4Bft hIN 55120 srsv w Pax' -g MUS Pnin.�rrcnF.— LOCATION ENT TBD) TREE TOTALS FOR FIRST ADDITION PLANT SCHEDULE LANDSCAPE PLANS 1 Contractor must contact Gopher Stale One Call 611 (www 9whersWeonecail orgj prior to tree staking and planting operations to verify underground uli ilies. Where private KEY COMMON NAM€ Seienlific name ROOT {umnTY� 4. All tree locations to be field slaked prior to installation. Contractor to coordinate field review of proposed tree locations with the City and Project Landscape Architect prior to aYERSTORY TREES 5- All plants shall be planted immediately upon amval to project site. No plant material is to be lett ovem+ght on the project site without being inslalled unless written approval by City. B. All trees. shrubs, perennials, turf Lawn and native seeding to haze a two-year warranty NORTHWOOD$ REO MAPLE/Acer r.hrum 'Narth.00ds 2.5" EIM -- successfully established. _ AUTUMN BLAZE MAPLE/Acer . fr-rn-fi 'Jeffer.red 2.5" BBB City $. All plants installed and maintained on City property shall be in accordance with City of Lake Elmo Bee -Safe Resolulion No, 2015.13. SIENNA GLEN MAPLE/Aur r freem.niT 'Sianno' 2 5" U B 11 ` 5T.5`ieaNp nRANI�Y: u7 SUGAR MAPLE/Acer "Green M.unlairi 2.5" B&B 13 - - HERITAGE RIVER BIRCH/Belida mgrn 'Cully' 12' 80B 32 YMITESPIRE BIRdi/Betu]a pop lifolia 'WhllesPve 12' B&B 12 COMMON HACKBERRY/Celtis occidentalis 2.$' U&B 29. KENTUCKY COFFEE TREE/Gymnocl.dus diolcus. 215' B&B 34 use mole/seedless oar. Truc Nadh, Espresso RED OAK/Quercus rubra 2,57 BAH 20 NORTHERN PIN OAK/Ouercus elilps.ld.Fi SWAMP WHiTF DAX/OU— bicolor PRINCETON ELM/jlmus 2.5 B9B 2.5' B&B 2,5' BAB -- 44 I 36 WHITE 1MLLOW/Saiix alba 'Niohd' 2.5' BAB 24 GINGKO/Cinkv bilvb. {mole .nty) ? 5• BAB 2 CATALPA/C.tWp. sped... z 5• BAB -- QUAKING ASPEN/Populus kremulvfdes 2,5- BAB 92 I SPADED MAPLE AND OAK. TRANSPLANTS 6' MM 54 SEE SHEET L2 EMRGRFE11 TREES. BLACK HILLS SPRUCE/Pi-n gl.pc.. dens.l. 6' DAB 95 WH7E PINE/Pinus sI -b- 6' B&B 55 RED PINE/Pinus casinos. 6' BAB 105 ORNAMENTAL TREES• PRAIRIHRE CRAB/M.lus Prd'vilira 1,5" E&S -- JAPANESE TREE ULAC/5} nig. reDaMlo a` BAB -- SPRING SNOW GRAB/M.1- 'Spring Sn.w LS' R -- +ORNAVENTAL TREES MAY BE EITHER B&S OR POT AS LONG AS THEY MEET THE CALIPER ]NCH OR HEIGHT DESIGNATION 25 50 wo GRAPHIC SCALE IN FEET STANDARD PLAN NOTES LANDSCAPE PLANS 1 Contractor must contact Gopher Stale One Call 611 (www 9whersWeonecail orgj prior to tree staking and planting operations to verify underground uli ilies. Where private utilities exist un -site the Contractor is required to have these located as well - 2. Plant materlals shall meet American Standard for Nursery $lock: ANSI 284.1, latest edition 3. No plaal substitii6oris shall Lae made withoul the pnor wnllen avti orizahun rrom the City 4. All tree locations to be field slaked prior to installation. Contractor to coordinate field review of proposed tree locations with the City and Project Landscape Architect prior to any tree instaeaticn 5- All plants shall be planted immediately upon amval to project site. No plant material is to be lett ovem+ght on the project site without being inslalled unless written approval by City. B. All trees. shrubs, perennials, turf Lawn and native seeding to haze a two-year warranty beginning upon written acceptance by the City. Defective pknts as determined by the City .hail be replaced within 30 days of notice during the gromng season, and replacement materials shall receive the same two year warranty until plants are successfully established. 7. Contractor to protect and maintain all plantings and plant beds, Inducting protection hom Wildlife. weeding, re-mulrhing, fertilization. lnigation and all other typical forms of horticultural pre until. the end of the warranty period as determined and approved by City $. All plants installed and maintained on City property shall be in accordance with City of Lake Elmo Bee -Safe Resolulion No, 2015.13. 9. An irrigation system or other water supply adequate to support the VrtcAed plant materials shall be provided. APRIL 2017 5T.5`ieaNp nRANI�Y: u7 11h 1 CITY OF LAKE ELMO LP2.0 "KEEIW LANDSCAPE NOTES: 1, LOTS WILL BE SODDED AFTER CONSTRUCTION. 2. SEE SHEET Li FOR LANDSCAPE REQUIREMENT DATA 3. TREES WITHIN BOULEVARDS WITH SIDEWALKS WILL BE PLANTED 5' FROM CURB 4. TREES WITHIN BOULEVARDS WITHOUT SIDEWALKS WILL BE PLANTED 8' FROM CURB 5. SEE CITY DOCUMENTS 32 90 00 "PLANTING SPECIFICATION" AND 3292 -TURF ESTABLISHMENT" FOR MORE REQUIREMENTS. THESE DOCUMENTS CAN BE OBTAINED FROM THE OTY OR THE PROJECT LANDSCAPE ARCH$TECT, 6. SEE SHEET L7 FOR CITY PLANTING DETAIL PLATES. PI2NEERIeng%neering rN¢an.mmv ran.el.uieEx� LWa wx�ZY.Ps r•^!4.-Ne�tIW1HY3 2422 Rin Ipr Drn 65 11 6 91-1914 Montoro lkrfil . MN 5s12� w u.crrenl w m ww.po £ TRFF TnTAl C FnP FIRST AnNTi{]N PLAINT SCHEDULE 9"" -MAT ! to free staking and planning operations to verify underground Utllttle5. Where private Is COMMON NAME/Scientific name /\ Y - 4. All tree locations to be field slaked prior to installation, Contractor to coordinate Reld dbERMY TREES any tree Insto4atien. 5. All plants shall be planted immediately upon arrival to project site. No plant mafenal a to \ { 90.6 /_ � _- - - ✓ ^1. �`�:.>1 - <\ -- >C\ !i/,rte \. AUTUMN BLAZE MAPLE/Acer x freerrtarirT 'Jefferwed' 2.5- B&B 7. Contractor to protect and maintain all plantings and plant beds, induding protection front - SIENNA GLEN MAPLE/Acer z rraemanlf'Sieond -_- • ', 37 \ 7 (\ ; ` _ �/pix Y` �z y _ � � S - -i \ 13 l HERITAGE RIVER BIRCH/a.Lul. nigra 'Calk/ 12' Bila 32 , WHITESPIRE EIRCH/Btula popullfoli. 'Whitespire 12• SAO 12 COMMON HACKBERRY/CEltis occidentalis 2.5" BTB 29 % r r 2.5, B&B 34 Use mole/seedless rgr. Trus Norttl Espresso � 1 �_'_' - � eat I �� •, t - X I,1 RED OAKICIN s rubra 2.5- S&B 20 NORTHERN PIN OAK/Quercus elliAsaildafis 2.5' 3&B \ x \ / SWAMP WHITE OAK/Ouercus bicolor / _ r., l 44 PRINCETON EtM/UTmue aM-Icgno "Princeton` 25' B&B 36 LANDSCAPE NOTES: 1, LOTS WILL BE SODDED AFTER CONSTRUCTION. 2. SEE SHEET Li FOR LANDSCAPE REQUIREMENT DATA 3. TREES WITHIN BOULEVARDS WITH SIDEWALKS WILL BE PLANTED 5' FROM CURB 4. TREES WITHIN BOULEVARDS WITHOUT SIDEWALKS WILL BE PLANTED 8' FROM CURB 5. SEE CITY DOCUMENTS 32 90 00 "PLANTING SPECIFICATION" AND 3292 -TURF ESTABLISHMENT" FOR MORE REQUIREMENTS. THESE DOCUMENTS CAN BE OBTAINED FROM THE OTY OR THE PROJECT LANDSCAPE ARCH$TECT, 6. SEE SHEET L7 FOR CITY PLANTING DETAIL PLATES. PI2NEERIeng%neering rN¢an.mmv ran.el.uieEx� LWa wx�ZY.Ps r•^!4.-Ne�tIW1HY3 2422 Rin Ipr Drn 65 11 6 91-1914 Montoro lkrfil . MN 5s12� w u.crrenl w m ww.po £ TRFF TnTAl C FnP FIRST AnNTi{]N •ORNAMENTAL TREES MAY BE EITHER B&B OR POT AS LONG AS THEY MEET THE CALIPER INCH OR HEIMiT DESIGNATION a z5 so lea GRAPHIC SCALE IN FEET STANDARD PLAN NOTES PLAINT SCHEDULE 1 Contractor must contact Gopher Stale One Call 811 (www,gopherstateonecall.Org) prior to free staking and planning operations to verify underground Utllttle5. Where private KEY COMMON NAME/Scientific name ROOT WANiITY 4. All tree locations to be field slaked prior to installation, Contractor to coordinate Reld dbERMY TREES any tree Insto4atien. 5. All plants shall be planted immediately upon arrival to project site. No plant mafenal a to be left ovemight on the project site without being installed unless written approval by NCRTHWOQOS RED MAPLE/Acer rubrum 'Norlhwoods $5" Bag -- City shall ba replaced within 30 days of notice during the growing season, and AUTUMN BLAZE MAPLE/Acer x freerrtarirT 'Jefferwed' 2.5- B&B 7. Contractor to protect and maintain all plantings and plant beds, induding protection front - SIENNA GLEN MAPLE/Acer z rraemanlf'Sieond 2.5" B&B 37 Lake Elmo Bee -Safe Resolution No. 2015-13. SUGAR MAPLE/A.., S.cc.r - 'Green Meant.In 2.5' B&B 13 HERITAGE RIVER BIRCH/a.Lul. nigra 'Calk/ 12' Bila 32 WHITESPIRE EIRCH/Btula popullfoli. 'Whitespire 12• SAO 12 COMMON HACKBERRY/CEltis occidentalis 2.5" BTB 29 KENTUCKY COFFEE TREE/Gyr QCiadas dlaicus 2.5, B&B 34 Use mole/seedless rgr. Trus Norttl Espresso RED OAKICIN s rubra 2.5- S&B 20 NORTHERN PIN OAK/Quercus elliAsaildafis 2.5' 3&B SWAMP WHITE OAK/Ouercus bicolor 2.5" BAB 44 PRINCETON EtM/UTmue aM-Icgno "Princeton` 25' B&B 36 WHITE MI LOW/ScIVx alb. Nlobu' 2.5* B&B 24 GINGKO/Ghko bilob. (mule only) 2.5' am 2 CATALPA/Cgt.1W slrecioso 2.5` BAB `- QUAKING A$PEN/Populus tremuloides 2.5" am 92 SPADED MAPLE AND OAK TRANSPLANTS 6' MM 54 SEE SHEET LZ LTEIM-15 N ifTc.ES BLACK HILLS SPRUCE/Picea glauc. de ... t. 5' Be,di 95 WHITE NNE/Pinus strobes a' B&B 55 RED PINE/Pinus casinos. 6' H&B 106 ORNAMENTAL TREES- PRAIRIF1W CRAE/Malus 'Pwirr14 &S -- -------------------------------- JAPANESE TREE LILAC/Stang. reLlculutn 8' B&8 -- SPRING SNOW CRAE/Mofun'Spring Snow' 1.5' mw -- •ORNAMENTAL TREES MAY BE EITHER B&B OR POT AS LONG AS THEY MEET THE CALIPER INCH OR HEIMiT DESIGNATION a z5 so lea GRAPHIC SCALE IN FEET STANDARD PLAN NOTES LANDSCAPE FLANS 1 Contractor must contact Gopher Stale One Call 811 (www,gopherstateonecall.Org) prior to free staking and planning operations to verify underground Utllttle5. Where private utilities exist on -silo the Contractor is rttquirad to have those located as well, 2. Plant materials shall meet American Standard for Nursery Stock.: ANSI Z50.1- latest ed'slkSn. 3. No plant subsbtubons shalt be made without the prior written authorisation From the City. 4. All tree locations to be field slaked prior to installation, Contractor to coordinate Reld review of proposed tree locations with the City and Project Landscape ArcNtect prior to any tree Insto4atien. 5. All plants shall be planted immediately upon arrival to project site. No plant mafenal a to be left ovemight on the project site without being installed unless written approval by City. 6, All trees, shrubs• perennials. turf lawn and native seeding to have a two-year warranty beginning upon written acceptance by the City, pefective plants as determined by the City shall ba replaced within 30 days of notice during the growing season, and replacement materials shall receive the same two year warranty until plants are successfully established. 7. Contractor to protect and maintain all plantings and plant beds, induding protection front wildlifa, weeding, re -mulching, ferftl"tion, irrigation and all other typical forms of horticultural care until the end of the warranty period as determined and approved by City. 8, All plants installed and maintained on City property shall be In accordance with City of Lake Elmo Bee -Safe Resolution No. 2015-13. 9. An Irrigation systare or other water supply adequate W support the specified plant materials shalt be provided. APRIL 2017 $T,4vnARp nRAW1NGAY1 inh F malty CITY OF LAKE ELMO LP2.0 LAKE 10 �Iljl � I s ,_ + t - +t - + w•, +5 + 1+1 _ +4r 1' 111E1LAN0 rr.++ +�PEiN`��iKre-a•:�� ++ r+++r++`r`i+ll+' yy + r\+ + +Yi + �A'1\ DID 1 I1 2�+ +� 6 - + + + { Oh .f is fi + t + 1 l •I C4 +�+ r+ t+++ ++ a . ++Y+ar ++, F 4h ! '.J + -a ✓hh +1 a' + r a+ F+'f+1++ 1r' ` +r«la + + I II \ 1-"` 'L i. :cY`�! + +l t,•h I ,F+ +. f.i�} + +} t+a F+ i +- t t'f�# \+\+\++++++++ amt + �s.«tl++,+ + 114 + f I �;' ! 2 D• ��'' \\� 1 f^fy fly I f 1 ? r ` J 1 / / / U � z• -�� rzF i a \ l I 1 1 / \1i f S Y1 - J I A vyI I '_ � I ✓ �'%4 rl r, ��. a � -�J1 �� t 1 ay `� A� r i \'�.,, `�FLIer'P.1 � hj � ✓'` � I ' J/I Jf l �j � � 4 /� l4 7' � / r.�-� ` �-_J �� l � ^ zs ice, ^r � is + 7- i 4 l PIONEER>eefing 2422 fT,drlpnsel]nvr IGNI}G&k-1716 6im.lol+1laN,fiI MN N5120 www.inQllrclrhr.nrdl .,.+%+,+.T++ , + NATIVE DRY PRAIRIE SOUTHEAST ++++++ FM {STATE SEED MIX S5-821 FORMERLY U61 a + fi++++ a +++ + • ]5.9Dt o mAm saDm.aar ++++a a+a+++++++ >prman rY ne X hF1GYama _ Rm RY ! ArPa Y fMi_ ilbl+rl Ix pwtl 5anaal pn deNml .+ma vt dve 9r1 1Y3'a..: 1 w +4g IuO,r I— BaAaJovv F]aare — 979 ass a- all R 11 ml l iom oQ - xtl R a 5 J Na 1561% .+8f ynrrt..aw �a a, "A ,a C- %DO aU^ -M ae+sdlrul rasa E raWus 449 ATo Irde E4natna vUJo 'd sradx -n d to r sr 1 ta* 2Y 'fa 5609 661% d rr o^n o� zd ;� Sp ON% Toa 0rusaa 991 12d 9a Md r:Ya a c A Q91 tlm d.5:% a05 3+8+6 ` TQmf 0r9a9er Qr,% Dos h C 3p1 C� . Ca.xm aMvh a aw Os -Ac am r�cbra Carr anlrla ata a Qra% QLD to rJs.m he uea Q11 913 1— am II21Y w M1e1'u r am a. a.11% a13 9 274 020 om am 05199 0,a ' ira4ea "a OQ2 oar a,,% all meetl+an roar +xYv trxhm Dat 9Q2 Q2a% O T16% Alor+aln Qm Dm Q;Lw, 409 se w% l4,nvb @ 6m Q-1 OhO a d od O dun 001 a� 959% aB Tu.,aad d. ibrknon sad: Q0., aa< a%% A carr sew n Rularra xa 019 009 OdQ3L ]m adrncd •Y Om . Dot Oil% r8<. xA e roe. -dawn Y.saerp� d am al",l. 00.'+ R and Woad ..e as a o@ o..11 0`n% D'Q toW brha D90 000 . 'L- 10r -A lag r1nD rA uD to Iarammanded saps ]39 900 '12]% 10] Taos Can Gv ].]6 100 Tl]% 1]9 GG Sl 1 Od d00d% 751[1 aae6N. weminy Arr 3.aalga+F ar ror ar arb,a aD wremelscnar<om atrmo. oaern Mrva a 9 a DRY SWALE/POND (STATE SEED MIX 3.7-262 FORMERLY Wal _ 53-29] eammad wme Srakl Rand .Dun— Ran (11,01 6a1R I11 '-I-IX8-dW 1%by-S sqR b a14:wem - AMn 1 w f F. l.lo%I 5:A Arwr'Cer s n re]a d r x Man } 69 I w 3d. 2? 60 _- pramn Hra rJ.af 383 15Q 3N% ais .n x,hi e t iaas 449 +aa aU^ -M ae+sdlrul rasa E raWus 449 ATo 4,09E 1at5 v na a,M r cd •a -w -0 661% 565 h ou I>anc - Y.m C45 aAT, ON% 295 fiat hlu rtu Rv 7rsha 1 79 lea 3.64% 16 `.A iMran •isa s rasenm n4am4 1M 3:*T 3+8+6 8F0 TQmf 0r9a9er 20 T4 1[199 4209% 143_M rc 0 m I—d A nYY6lIe am 0Rs p 130. a 9a rr rLver QaM a 01d 009 6�I0. d5a Canalis UCk taloa Ls.a7rmd bnle 010 a II21Y a1R wm +rr arlQlad.a Q to a a9 9 274 020 5R5kr Wauv+ RW4 kp R.fa aM OOT O.1:1 2d bW ae.rvn Vahena hsatafa 011 a':9 3 350 ioJIFbW a56 a T16% 9.99 eam a wnrwr swv (see m1e x goer br r- dame 2nams7,ce ,2—ed 23M sm se w% I, III T-1 W t C M0'4 29.00 9 m 11 X14 T I 49 2 4100 190:00'6 194 a9 purpose il4ailrq AfoA _ _ —_ Taryul Y7 oiwN ks aRrru0. I�.r YaprJ%AspPa PO as d3, Wd rKP b 9 Mrao mn wnsdktl l-c.'rst Pmnndn 9k-JoaY LYsh+w RacYI3e. 4, Mevd6 F4E 3 -YEAR MAINTENANCE PLAN FOR TRANSITION AREA )BETWEEN NWL AND H'NL AND AROUND WETLANDS) AND .IJP AND SEEDING YEAR t I TYPE 3 BLANKET SHOULD BE USED ON SLO"LS UNLESS THE AREAS ARE HYDRO SEEDED WITH A HEAVY IACKIF,ER rN WMICH CASE NO BLANKET OR MUI,CH WILL BE NECESSARY YEAR 1 -3 I, M0WINC SHOULD OCCUR AS NECESSARY THROUGHODI FH' CROWrNC SEASON FOR THE PIR57 3 S€ASONS rO PREVENt NOXIOUS WEEDS FROM TAKING HOLO 2 WEED 5 SH DU I -D BE HAND PULLED OR SPOT SPRAYED AS NECESSARY A IF THE POND ANiI yfE LAND SEEDING AREAS BECOME_c SATURATED WITH ANY REOUENCY, REED CANARY GR.4S5 OR OFF €R NOXIOUS WEEDS CAN BECOME A PROBLEM SL'rHOXYDIM (DR EOOIVALENT) OR OTHER HERBICIDES MILL BE EFFECTIVE IN CONTROLLING REED CANARY GRASS AND OTHER NOXIOUS WEEDS WITHOUT HARMING SEDGES. RUSHES AND FURB5 4 TREES AND SMRuBS SHOULD ONLY BE PRUNED IN THE EVENT OF DAMAGEI] DR UROKEN BRANCHES 5 INLETS MUST BE KEPT CLEAR OF DE13RIS 6 ANY DEBRIS OBSERVED IN I.NFILTRATON BASIN OR PCND SHALL BE REMOVED 5EMING NOTES_' MULCH. MNpOT TYPE 2 O 2 TONS PER ACRE AND DISK ANCHORED IN SOD(TYPICAL► PLACE OR APPROVED EQUAL, INSTALLED TO MINIMUM BOR COVERAGE OF THE SURFACE AREA DISTURBED, MULCH AT 90 R COVERAGE WITH DISC ANCHOR OR HYDROSEED POND BENCH AND UP TO HVA- AND AREA DISTURBED AROUND WETLAND TO BE SEEDED MM MN STATE SEED MIX 33-262 OR EQUIVALENT. SEE SODDED OUTLOT AREAS TO BE IRRIGATED GRADING DETAIL NOTES FOR MORE STORI.IWATER MANAGEMENT DETAILS IRRIGATION DESIGNED BY OTHERS DISTURBED UPLAND AREA INCLUDING ABOVE HYA. ON STORM WATER TREAALL BOULEVARDS TO BE SODDED, +4+�+++ NI STATETSEED AMIX 35-S AND621 OR EQUIVALENT. TO BE SEEDED Wihl a 50 1(.a DOD LOTS WILL BE SODDED TO ADJACENT CURB LINES GRAPHIC SCALE IN FEET UNLESS OTHERWISE NOTED 11111D ■ PfRNEER,mgmneenng 2422 UNerp-c Pave 1G51V 6%1.191# MN 15170 F,X: 681.9"K IRRIGATION DETAILS -IRRIGATION DESIGN BY OTHERS a w 100 zoo GRAPHIC SCALE IN FEET —.,. I T.Vg-sl. 09 5.11,11Z RrW;14) PRl 10-iC IJA�LOI 'Er, �T 9, -WIVI 4--1 FAZLUCES BA -L 4AL15 V ANC HL Wl GATE /-,L,ES A,' w194G "11-0 0 t V11 L c :,we > 4 '4 -1K 0 4U' T& -Tlml > TI: IF F� 2 -WIRE PEDESTAL IRRIGATION CONTROLLER �j a w 100 zoo GRAPHIC SCALE IN FEET —.,. I T.Vg-sl. 09 5.11,11Z RrW;14) PRl 10-iC IJA�LOI 'Er, �T 9, -WIVI 4--1 FAZLUCES BA -L 4AL15 V ANC HL Wl GATE /-,L,ES A,' w194G "11-0 t V11 L c :,we —CITE e, -JI11.1. I .,.0 '4 -1K 0 4U' T& -Tlml > TI: IF F� �j IRRIGATION WATER SUPPLY (MUNICIPAL) IR .0 a w 100 zoo GRAPHIC SCALE IN FEET —.,. I P% aNaww a ,-A.IW mspgAueon 728ppQ for .dltional � raQusd•rNMT Fra 3.41" PW" Sal,.Ar WOOT Mal BI rypea NaN.I BaJJ4 FaesL e•r+d u�DOT '� 7®6Ca3a96[3 Addgaa0 s N rine In W4,i*a v panrdlrleJ e l b.. mw.rr for J --4x d II .A M RemoM aF rrrs+ery twee w tr, M atYmp d Pranldr4 S. N9 eWAV JlkmW "mese r.qo bd and o-mdad n wn.r M cm. Treat aha[.rnpw ANSI i6¢, �' blwII adNmn b rad Sal vas RbXd-lappad aw b0.+n J` A�,. fY w10. arw�i tool m.ISWam tmlrm mvuued� M uy rw1 brNk Berm t.aN ba9in n rwl rw P.W V �. f 1 volJr." lee rent ml n W Gwrinl+r daf ��r t" Pasd..� 4M ao rad Aafwee '';F {�, a.pt..Nrd RPnarr=. PWWyiayd .l dtghey .hovw Rd Med ..Marwrl �f mal MJb / 4dw P r s r kj BPuan Brad bnNrnq - -� 7a µtlaw atedawndroal &N .." � .,` hen db / ae[ MaaIQN. r� palb 6 //%/ 'H pAnfL Vee.O pw rq mmpad W,^7 w hJs mw.n mwW.Amad. 9a"x a.1Jr.rauro PN rod mF a wmPe dH dad Geste a 6rrnoih 4aradvn hqn Pre rap dda rertwd rswl 4.1 p de M1rul"ed g.ptlw al a 15% mJJ. snip.. NrM M SodA: marw dun V d Lklde m m lop d mal hew, Sew sowohalau b IJrirA FtirlNwd 9r.d+ i h i � �x• n 0 r a ^0 ,. Rab b sp• 1M�Pm 399f100 kr aA3eaU � rwailemewJ N 3-Nr"ra+rt Pbmrq 5el r. r.r khe)OT 3"1 da O Try.i N -* Rand F.4 .r std iAO J MMC«a86Nf1 Adds-- 3-vhNclr.M mr earun.rp pb.aa a.wJ w G a mawraim arsrrelx da hat \. 4. Ram.. N "aa.w+T twwe al tnnrN d em. d 0urdeN iNP JGery NPw.d unlNi"1rjea[d i^G y p•aPw.dM wetuq nil l:+h � c.,k*IN.War awnrl dopa tad•n wJJ rnw,yr dr paaR whs. de /i/ rrNH eeatl tsKs vb'.wVH`14 �`_ Pnarwr.+AMhglyhdau.ro F.urwcWrpwrfA+wnrrr JFtxrYme �� 1M.s4.dac.bren m[aas ,>�, anrr Nraal,bre nolo � Rttn4l:pp4E sPJ mom J- hair a 6' � .. .dw abav rad bet wdfc..rraN ae rsnlx.P m de dawlyd .da dPr. �PN kM 746. eatm..a[ wnPl^ w ma[ pawed PLmbq Sal. IWAOT J817 F 13 aY.ard Toprol aardr P..N Sols Nv[ a• mrnpncad'aAa dlJoena.Y bre '. m slur cansvocdwr xm SECTION NEW .Ned •8 M SAN 8n9f p dwmn4 pu'. apamlem volJr." lee rent ml n W �y.�` d+Ar Sad: M.W"R lilidf t" mn+patl. YAe. d"• plaas9 '';F {�, a.pt..Nrd RPnarr=. PWWyiayd " .-+.,. ..Marwrl �f mal MJb / 4dw P r s r kj BPuan Brad bnNrnq - -� 7a µtlaw atedawndroal &N .." � .,` -1-- JP CdrittlR- JM1lmwenaedla NrFed «nrm parm"q aO.dfGse 3 ,� f Gf .."wrga r.covpatled fad SECTION VIEW urparq .l,arw Ger easVd9 as . .S LtrJm. J' d.olh, ro rn«w sWr l"d ANrn mkpd � TREE Ir/i';• 9 r�' •- � FW.FFad Vends ! P2.1DECIDUOUS �x• n 0 r a ^0 ,. Rab b sp• 1M�Pm 399f100 kr aA3eaU � rwailemewJ N 3-Nr"ra+rt Pbmrq 5el r. r.r khe)OT 3"1 da O Try.i N -* Rand F.4 .r std iAO J MMC«a86Nf1 Adds-- 3-vhNclr.M mr earun.rp pb.aa a.wJ w G a mawraim arsrrelx da hat \. 4. Ram.. N "aa.w+T twwe al tnnrN d em. d 0urdeN iNP JGery NPw.d unlNi"1rjea[d i^G y p•aPw.dM wetuq nil l:+h � c.,k*IN.War awnrl dopa tad•n wJJ rnw,yr dr paaR whs. de /i/ rrNH eeatl tsKs vb'.wVH`14 �`_ Pnarwr.+AMhglyhdau.ro F.urwcWrpwrfA+wnrrr JFtxrYme �� 1M.s4.dac.bren m[aas ,>�, anrr Nraal,bre nolo � Rttn4l:pp4E sPJ mom J- hair a 6' � .. .dw abav rad bet wdfc..rraN ae rsnlx.P m de dawlyd .da dPr. �PN kM 746. eatm..a[ wnPl^ w ma[ pawed PLmbq Sal. IWAOT J817 F 13 aY.ard Toprol aardr P..N Sols Nv[ a• mrnpncad'aAa dlJoena.Y bre '. m slur cansvocdwr xm SECTION NEW .Ned •8 M SAN 8n9f p dwmn4 pu'. apamlem DECIDUOUS TREE ON SLOPE 5% TO 50% PZ. PISNEER nee gin_ z122Y.nrrrp-,[lnvd eLs r,..i,....rsr m. L-11-11 " 5 5118[11914 140- llmthh, NIN 51t2U µay-1unrKC[rcAgc in T.y a b tNafa to eoscficalbo 3deaMlb.drfr,m-�1 JO rwrlJrw,enh L anrsW Pbmlm75.1-,h M" DOT 301 RA Ty 4 .`j Wh.JIRWdFarWLNad Mn0073696G «38966 � Aeolhe. o-m.rui,.uravc me kr ..awawwi dardnd c.•a J c• . o.n.lxme-a.w vw•ne�rnw«rnlw ,.ncra.x a vreFlw 4 Runde d nrrmy hn.a ar 4Vnt w fere dpandrq f N0 WWV JNaa.d ra"bee lm ed dMQb m w"aJq 0.Y CJy Trunk raPpc Vr.[nrealaN51 ZW 1 yeY� wtgo. }et dao{ ml ua RorJxl-lleppad MfN mrm Y Nq, .6' atle abode. "R`�' � rod AJNfulq lwr mw lAra4l.,ad JoPlJN are �il� rod Cyt a-•/dN o ll+gd [JI pelWraF -�� Pa.Plal4M farwilWen w a ae9^dramw N"d.lad rr p"aa volJr." lee rent ml n W �y.�` Ma W 61aaa V Na - t" mn+patl. YAe. d"• plaas9 '';F {�, hePa has Drown pacdddad. pour " .-+.,. ..Marwrl �f mal MJb / � lA.¢!r J' aaph Na rrurf man r dwaaw mP a �mlmw + Sw fpaa.Nk..au la oda � .,` ha.rwanPdnw.mJnd+ax � -I - 1Ld/0rn d rad baJ+.w w urparq .l,arw Ger ..wenq «rwm+tarc+a rd DECIDUOUS TREE ON SLOPE 5% TO 50% PZ. PISNEER nee gin_ z122Y.nrrrp-,[lnvd eLs r,..i,....rsr m. L-11-11 " 5 5118[11914 140- llmthh, NIN 51t2U µay-1unrKC[rcAgc in T.y a b tNafa to eoscficalbo 3deaMlb.drfr,m-�1 JO rwrlJrw,enh L anrsW Pbmlm75.1-,h M" DOT 301 RA Ty 4 .`j Wh.JIRWdFarWLNad Mn0073696G «38966 � Aeolhe. o-m.rui,.uravc me kr ..awawwi dardnd c.•a J c• . o.n.lxme-a.w vw•ne�rnw«rnlw ,.ncra.x a vreFlw 4 Runde d nrrmy hn.a ar 4Vnt w fere dpandrq f N0 WWV JNaa.d ra"bee lm ed dMQb m w"aJq 0.Y CJy Trunk raPpc Vr.[nrealaN51 ZW 1 yeY� wtgo. }et dao{ ml ua RorJxl-lleppad MfN mrm Y Nq, .6' atle abode. "R`�' � rod AJNfulq lwr mw lAra4l.,ad JoPlJN are �il� rod Cyt a-•/dN o ll+gd [JI pelWraF -�� Pa.Plal4M farwilWen w a ae9^dramw N"d.lad rr p"aa r iaW.v.N TWW Ba.ar. Pla^bq Sok. praFare CT-�.,-J L�: I. Ai-. L _ u�.Prwd enter Pkre.rrr�4 F" a dreuaarml.a[.a.u. .�rarte.J�rundgm Pere pMa "" �"ba'd °n 3x aakJla.nxrelorr d hw pe[ �� a� � e-mmP.GW rJ � "..\�� P6vuw PPwauo+a S Mc" VIEW 6- -d CONIFEROUS TREE h� a Nebo - �1. Rk.rb�p+.Jr-.rrn Rin b.darnn.w .�� +;;andel M,.,dr "wadremxaa. r N 1' Arrrd Pb..q 9b vam IirDOT 3e8f B ♦ -: TyyeJ N ivad FerlJ¢u srtl NnOOT �,,a ' 76960 329 « 3d66(L amenee :. [hro.gA erw Pa.w ahs. N. y u14Pr dy 1« Mr•�a►N iltua+a r•nJ IhY - h,rr ba r"aele 9ubftras.tal m a Mnenlrn tiamwrx d6hw as aMrd 'p d bnW wr0lsr`Ilklevwrfdawnlw -' i # �_ Wad MW 4w ,%toy tare 4 RaaM. al nurf."V Me.ru..t.Muas c+ T�,�'ai{� +al ir"iatd Wrad 6al.nC Pl.nw,e ny1 �•.•f• NRambaci hw. �rrai o.x +. c«roaa lvhx ITrw oVl%InF S Na sutaq abwnt urwnJ dawn=+ad dad . � r�dw tea aeon ewlm[wd, FaJ' S'a^retl a wrwrq by Gly wmwr amuN 8r. radba[ b L.dch YflaPVr-No rraelfan r•dkkalr dl VydYod N[ s.wwe�.;'dPns ra oiled• T.rnk ayox ahr+ mew[ Akil IFA, ' - - '� � OrNy.lr qr+d• Polddl V•• W v« 6fw a M d , 1 r Rand-bpwed lolmmY lE . .rdlr awry req baF wt -an tAJw v: rent m1 I«2sry`, Berm soy hwpde a Y ,ad oNwwery � -•_ 1'urnd"e 5nlWWI wn F 3uMvard Teowi Bdrw. P.Mdq ' :3de dsu JN oorsnntled Jmr MGM" µrev-! PdlPnr a and S d rawaon Y+aa.widu.,p ata" saa..q «ratady r:rN � rnrubuPran Kp.Nel rep m m rNad VIPr 4epWdYr9l+peraanJ f1 CONIFEROUS TREE ON SLOPE 5% TO 50% C) 0 r r iarub - "U (7 RPaI ba AY41r'. a` de0tiv 4'ho N lr .d. -W - nipped -1 ro nrarw i,.r r boor ebP+v root and nJf.n ew m dlJeioh ad mP al � muermdsorJrdPM roPl m4. rod bW. 9w4 Rit•A tlwllfeVn a rod nit p►+pwY ei.uM1ul«q b urJu ` Pna 1p madnrq, OW , -4 tU \ rerJrddne ma mr a s• �tl.t0 hr.ar F:NWwd Fade Q -b. 0. mravx-Q d \ Wnenex pi.nhrip hate hJa bevel md7.sd. I.d/ ww J.awnd P1J nYil Stw1' b aePk Pre PWyxq Sal WWlr ud 3677 F 8 -k -d Tp -1 B«emr. P4d.q Saha IfW ue mriWEad aeu - - - ga.,l.nraamm+er raW bte riled p- 0 - 0, -d o eWweern.. iicmw V!W FbP ml laws M Webga titarrpa[lsd aa. Naas i- R.dxm avec6u.em 32i68R for eAitlPnr! "ev+aw+aFFq. R Sh+"�. wNewdrnWiry as cr+.akanrw ru%d."asvavaK eda+wsr•wu6n+eon SHRUB P2. a 1677 F Rorlw.sd �y.�` +cr a.nrae0 m• rcnl ea{n b" t" r••_ oa.ader -V '';F {�, ruryatl Vett.. rhe praNJq l IrPlw ha. pe•n paP9Yd- " .-+.,. pad walx arcadwrad eaFm d �`Ty s•19ethrsed ' �T\ � .,` ha.rwanPdnw.mJnd+ax � -I - 4+m ma MmPed Paas w a IiX mJs s¢TW. urparq .l,arw Ger I . .S LtrJm. J' d.olh, ro rn«w sWr l"d ANrn mkpd � .-� Ir/i';• 9 r�' •- � FW.FFad Vends ! r iaW.v.N TWW Ba.ar. Pla^bq Sok. praFare CT-�.,-J L�: I. Ai-. L _ u�.Prwd enter Pkre.rrr�4 F" a dreuaarml.a[.a.u. .�rarte.J�rundgm Pere pMa "" �"ba'd °n 3x aakJla.nxrelorr d hw pe[ �� a� � e-mmP.GW rJ � "..\�� P6vuw PPwauo+a S Mc" VIEW 6- -d CONIFEROUS TREE h� a Nebo - �1. Rk.rb�p+.Jr-.rrn Rin b.darnn.w .�� +;;andel M,.,dr "wadremxaa. r N 1' Arrrd Pb..q 9b vam IirDOT 3e8f B ♦ -: TyyeJ N ivad FerlJ¢u srtl NnOOT �,,a ' 76960 329 « 3d66(L amenee :. [hro.gA erw Pa.w ahs. N. y u14Pr dy 1« Mr•�a►N iltua+a r•nJ IhY - h,rr ba r"aele 9ubftras.tal m a Mnenlrn tiamwrx d6hw as aMrd 'p d bnW wr0lsr`Ilklevwrfdawnlw -' i # �_ Wad MW 4w ,%toy tare 4 RaaM. al nurf."V Me.ru..t.Muas c+ T�,�'ai{� +al ir"iatd Wrad 6al.nC Pl.nw,e ny1 �•.•f• NRambaci hw. �rrai o.x +. c«roaa lvhx ITrw oVl%InF S Na sutaq abwnt urwnJ dawn=+ad dad . � r�dw tea aeon ewlm[wd, FaJ' S'a^retl a wrwrq by Gly wmwr amuN 8r. radba[ b L.dch YflaPVr-No rraelfan r•dkkalr dl VydYod N[ s.wwe�.;'dPns ra oiled• T.rnk ayox ahr+ mew[ Akil IFA, ' - - '� � OrNy.lr qr+d• Polddl V•• W v« 6fw a M d , 1 r Rand-bpwed lolmmY lE . .rdlr awry req baF wt -an tAJw v: rent m1 I«2sry`, Berm soy hwpde a Y ,ad oNwwery � -•_ 1'urnd"e 5nlWWI wn F 3uMvard Teowi Bdrw. P.Mdq ' :3de dsu JN oorsnntled Jmr MGM" µrev-! PdlPnr a and S d rawaon Y+aa.widu.,p ata" saa..q «ratady r:rN � rnrubuPran Kp.Nel rep m m rNad VIPr 4epWdYr9l+peraanJ f1 CONIFEROUS TREE ON SLOPE 5% TO 50% C) 0 r r iarub - "U (7 RPaI ba AY41r'. a` de0tiv 4'ho N lr .d. -W - nipped -1 ro nrarw i,.r r boor ebP+v root and nJf.n ew m dlJeioh ad mP al � muermdsorJrdPM roPl m4. rod bW. 9w4 Rit•A tlwllfeVn a rod nit p►+pwY ei.uM1ul«q b urJu ` Pna 1p madnrq, OW , -4 tU \ rerJrddne ma mr a s• �tl.t0 hr.ar F:NWwd Fade Q -b. 0. mravx-Q d \ Wnenex pi.nhrip hate hJa bevel md7.sd. I.d/ ww J.awnd P1J nYil Stw1' b aePk Pre PWyxq Sal WWlr ud 3677 F 8 -k -d Tp -1 B«emr. P4d.q Saha IfW ue mriWEad aeu - - - ga.,l.nraamm+er raW bte riled p- 0 - 0, -d o eWweern.. iicmw V!W FbP ml laws M Webga titarrpa[lsd aa. Naas i- R.dxm avec6u.em 32i68R for eAitlPnr! "ev+aw+aFFq. R Sh+"�. wNewdrnWiry as cr+.akanrw ru%d."asvavaK eda+wsr•wu6n+eon SHRUB P2. a 1677 F Rorlw.sd 4T- J' Rph x T r+da rwrd- bPPwd sol bMrn i�90vefWl mi Wdiff,Mlbl PAfVMM t" '� NWA J• diepd*. rrivr6pr ardv6ks nand m m obd pW yuP re«J ets, l -a 41uYtA >(� �iY «rp0a rod bad; Sw � slsa+raao..l« ur�ldn '�� ' �T\ 6dp�a,Yl daPa ylll V nitle m Iwq a 4ECTIGII VFW urparq .l,arw Ger onl ball m ieik da wl VraR m.wN �Lwrwereal .-� PLm" Sol WDOT 1677 F Rorlw.sd 4T- J' Rph x T r+da rwrd- bPPwd sol bMrn i�90vefWl mi Wdiff,Mlbl PAfVMM PPmpaele.3a6WM •w Wr+rarrrt duw 3 !F rrivr6pr ardv6ks nand m m obd pW �\ f IP Nx�a,tl A'rwlrWn+M - ' Rwlam .g w ben me aro connect YYd.n ins pl-wv nw nitle m Iwq a 4ECTIGII VFW romrrvRled tar onl ball m ieik da wl Nam 1, R.I. ra ap.dcaden 7790pP kr addevul negrr.rtarra 2-&.A. MN m dqa r, pa.s.voed id dre rat qb-d ode1JN ad sP.aS SHRUB ON SLOPE 5% TO 50% P2. �Ll Y l ��i{� �`OO'' Jtwl h.i 4T- J' Rph x T r+da rwrd- bPPwd sol bMrn i�90vefWl mi Wdiff,Mlbl PAfVMM Pre de id. "ml b loo• B.nn%b.nve.in �atrmtbA Prvi m nrwalaq. h1hM,anP .al arwnd' [e m61 pa[ h 6• rtllf q brarw flw0. 00 me aro connect YYd.n ins pl-wv nw wt boon mudded 0d.wa W am -4 erw onl ball m ieik da wl E...nr,d Jrvl ll! sit AAUl THE ROYAL GOLF CLUB AT LAKE ELMO LNorthwest- cdmer of Seetian 25, Tc 29, Ran . 21 (Cost lror. M-40,1. W_ L.N t-.7 L` I Ln tot Y' Tor i' North line f Tho (SEE SHEET 6 1 �e� - R� `-Northeast Guarter of CL ! the 5.ilhw.st Quarter 1� 1 I T f- ` of Sectio 25, r� r IllSHEETS) yyy lei 1 fl / III)/ (I fI Ta.nship 28, Range 2F 4 r�r l _ Sis_5 I oo `; r� a r., Lam --Weal ,rine of C %Lot 3, Section 1 .. a. 7ownahip 29, t IKI OUTT.07Sa `a A p o n I ISI r; r_ ear _ , L. M1 w � gp� ...� ,' a C �i c I �� -- f� Waal Ina of the Nunneast Quarter % South line of the .Northeast Quarter ISI of lna South.. Quarter al ~•'"'~ --of the Southwest Ouafles of Seotlon Il`y� 5eeuan 25, Tawnahlp 29, Range 21 rep 25, Township 29, Range 21 r 1352,83 � swath Nne I cam , lnf�Y,r, St89'57'48"W S `-Let 3. Sacllon 2E K _ / Township 29, Rm IC (^'Fier 5-'$tg w.ffTSTR 'Mw i,. � • _'g Iso Q4 \ „ 6q 4 11V I I I EC I I I (SE[ I I titin✓ 41 I uJ I• I I rnfii,wi \ +41 ` �i' I OF I III JAI i =- 11r -4r( .„ ti as M p I.:iI:E � a a I_s1 I , I __ q��Naa Minnesota 25,SouthT quarter comer of Saellon ora ectad war cyst 25. Townehrp 29. Range 21 �fc lYio 3 0 (No. 82-1'17 Jw� (4 Inch V Spike and Bross Disc} ar {i a- _ L-_�-__�---__-__-----------_--`� 10111 4rRFEf \, - - - - - S7`H S:NEET ;YY7lx (.-",r.s:' :E =_ Fff�fv_. ;" �C]r�S ` _� p Deovo, frond Washhgt 1. Caunly South tine at th the Sat 4 5(o,1n +4 ,s., E..neda wars dNlna . C by Koh,11,1 Senate. Gamer r- one ill, are Hated. - QUarlK of the Sault- Carlson eethe, J �s L.''rJ EnNmnmmld SerHces CaTpany in 2018. • Owrolee frond tr monument 4awnshlpo 29,aRxn 25, A�■�1�, a, the We ' 0.6 Gart,g system Is .Daae O Or . b 5/t sinal by 14 inch tm rages sat 911 21 [,M`i1/_1[M7■■■■' on the West Ulna a/ Gayamment I It 4, 5 t. .a set in 0t and Mt. MS S.etiw+ 5xllan 25, Tawn.hlp 29, Range 21, rhleh 505.021, Subd. IQ and marked with license ENVIRONMENTAL• ENO"INEERWG-SURVEYING n aasum.d Lo bear North Wua'17' East numbar 40351, (SCALS IN If I INCH - 301 Northeast corner of Secllon 25, T wnship 29. Range 21 (Coal Iron Monument) Centerline of Manning Troll North (formerly kn.wn WC.S.AH. No. 15) KNOW ALL BY THESE PRESEN75: fiat H.C. Calf t..d LLC: a ♦{nn.aeia limited fi.OTAy company. owner .1 the fdlowng d. -Tial properly slWated n the County of Wash;nglan, State of Mirnesola, to wIt. The North Half of the North -L 0 ... ter al Section 75, Tc. -hip 29 North, Rango 21 West, Washington County. Wnoesato, except theraham that portion of the Nwlh... I Ouorter Ill North and East of 0, publ6c highway known os County Slate Aid Road No. 15 AND 07roanl Loi 2 at Secll.n 25, Township 29 North. Range 21 W.I. Woshngton CGInty, Mnneaato. AND Gov,nment Lot 1 of Sectlan 25, Township 29 North. Range 21 Weal. Whshington County, Minnesota. AND The Northeast Warier of Swtbn 25, T.ershlp 2g North, Range 21 West, Washington County, kgnnawtd. AND The North emt Qrler of the Southeast Oaarlaof Section 25, Ta.eshgT 29 North, Range 21 West, Washington Canty, Urn ... to AND Covemment Lot 3 of Section 25, Toenahip 29 NwLh, Range 21 Weel, Washington County, L111-asola. AND The Southeast Warier of Lhe Southend quarter of SBcNata 29, Tdaegnp 29 North, Range 21 WasL WoMY rgton County, Minnesota_ AND That part of Cowmmanl Lot 4, Section 25, Toenehlp 29, flange 21, Washington County, Mnneeata, deb.ribed as Loll... Commencing at the Southwest corner al said Government Lot 4: thence North 00 degrees 08 Tk,,tss 17 seconds East, .saved bearing, doing the Wast Ma of sold Covanment Lot 4, a distance of 1119.38 feel to me point of beginning oe the parcel to be described; thence contnulng norlhey clang said Weal line of Gosemmenl Lot 4,a , a dislonca al 584 reel,. mere or lass. to the shar.11ne of Horseshoe Lake; thanes .autheaetaly ,.innerly, and southweslariy along sold sh.1alna la the inlerseoV., with a line that bean South 89 degrees 51 mmol', 43 .wand. Fant Irvin the polnt at beglnnlag: thence North 89 degrees 51 nnoutse 4,3 ascend. West, 21.5 feel, mare w less, 10 the pal all of b.grnal.g_ AND That- Part of Covemmeul Lat 4. Secllon 25, Tormshlp 29, Range 21, Washington e.gnty, Minneaato, lying aouthwesi.dy, sQuLhmly, and westerly of the fetlo.fng descrbad tlne: CC� Commending at the Sathwest career of wld Gavanmant Lot 4; thence North OD degrees 08 minulaa 17 seconds East, assumed. bearing, Bang the Wast. 7� line of Hold Covamment Lot 4 . distance of 482.61 feet la the pont f bpT Mmg of the line lab d road; the are ,outhoasiedy 221,89 feet .long a y �0 Hain-tongenlL.l curuc .,no,, t Ina -11 at h ming o od'lua or 490-0o fa -t, a central 1191. at 25 degree. 56 minutes 48 second., o chord length ai ey 220-00 feet. and . ohord beoF q f South 43 d gree, 56 minutes 35 d East; thence North 63 degress 42 outsa 45 Seconds East, nal tangent to sin £7 the last dean@ed curve a dial ace of 10.23 feet, thence South 32 dsgrea, 27 minutes 51 secand. E. , 334.35 feel; thence South 00 degrees 08 Ca fi` minutes 17 second, Weak. 45.111 1-1 to 116 South tlne of said Government tot 4 and Said fine there terminaling, Hoa .Dosed the same le be surveyed and platted oo THE ROYALGOLFCLUB AT LAKE ELMO and does hereby dedicate to the public far public use far.-, the Public ways, es .h own an this plot and alas dedicate 11, eo amort, u -led by thio plat for dralnege .nd utility purposes only �\ \ In witness rhanaf sold H.C. Golf Land, LLC, a Mmneeata limited liability canPony, Nus caused U1ese presents La be s;9ned by iy proper officer mit day of _20- H,C. OQLF LAND, LLC E Tc Tom\ B1' Joel 7, LeVahn, Chief Financial Officer Lv `Ida\STATE OF °i COUNTY OF Thu I -Inure nl..s aokno ".d befma me on by dael T L.Yohn, Chlel iT-moist 010cer or M.G. Golf Land. LLC, a a, r Minnesota limned liability company, on behall of the company. o Word., owner an Eaal lint of S.otlan 25, Township 29, Range 21 (Gast Iron Monument} Notary Public, My C.mmlcsfon ovines 1 rho' a, R. Bollulf do hereby certify that this plot was prepored by me m under my diact 3 up.-slon, that I am a duly Licensed Land Surveyor in the State of Min....1,; that this plot o correct repreaeotation of the bwnd.ry aro y that all molhemallcal data and Igbefs era carre.Dy designated on this pinl; Ihot li oumert. depleted on this peal Iola been. ter war ba .art.criy set within one yam; that all water boundaries and wet- lands. es delis o uinoasala Stet l Section 505.01, Subd. 3, oar of fee dale of this cwUF,,[, are shown and Labeled on Itis plat; and all public wan cin shown and Mt elcd on this plGL - t D.l.d th.- _ day of 20_ yY'elar FJevotiwr=875.5 Feet 1 (NAYS $N} (am Iecalad .n 525/17) Th- R. Balla N, Licenced Land Surveyor I tit STATE OF MinnesaLo Ucanse No 4038f COUNTY OF This inalrument vim oelmo.ledged oefwe me an by Tnamoc R. B.ilviL Licensed Land Surveyor Not.ry Publlc, My .-Tofesion e.pbes Cute alas the Weal tlne pl C ahtmrip L Lot 4, S lion 25, Township 29, Range 21 C.9.-N43e56'35eW -----____ CL=2211..45 --25:rfi'" H=490.. 221,89 r Fsw'�°z3�43e ,L. G sa N line al Government /--Lot 4 Section 25, 1. i Township 29, Range 21 s �r 500'{t8'17"W N t corner of the Southwest f the Southaaai Quarter, olco hwest comer of Go -men. Lot d 25, Tawnahlp 29, Range 21 VICINITY MAP CITY OF LAKE ELMO. PLANNING COMMISVOK Approved by the Planning Commission of the City of Lake TITO, kMnneaola, this day of 20 - Signed; Choir Signal' S_W,y CITY COUNCIL, MY OF LAKE LIMO, MINNESOTA This plot woe approved dy the City Cauoo9 of the City of Lake Elmo, Minnnota. MIsday .1 20-_, and hdeby cerliNaa ownpllance with all requlnml as let tarlh in MSI. tta Statutes, SeCtfon 505,04, Srlbd. 2. Signed: M.yar ilgned: Clark COUNTY SURVEYOR Pursuant to Chapter 820, Lo...1 NTnnasat., 1973, and In accordance with Wnneento Statutes, Seolien 505.021, Subd. IT, this plat haw been reviewed and opprowd this day of V- Weshingtoo County Sul COUNTY AUDITOR/IREASURER Puraont to Mnnaaotd Sletutas, 5edborl 505.021, Subd. 9 and Section 272,12, toxaa poyaWe In the year 20- en the real estate heraloba,ars de.uibbd, have been paid; and there are no delinquent lavas, and transfer entered on this �- day al p0- By. Ely Wasnin9Lorr Caunly AudRw/Treawre" Deputy COUNTY RECORDER Document Number 1 hereby certify that this inalrunn-1 was recorded To the Office of the County Recorder far retard an this - day of 20� at -.Nock -M.. and was duly r.-,Iqd Si Washington Cour. ty Retards. By By Washington Caunly Record, Deputy SHEET 7 OF 10 SHEETS THE ROYAL GOLF CLUB AT LAKE ELMO INSET 31A" +I I LVt_lV ,PrZIV1f1 1 4•i ;f' I North Warlor Camar L V L l4y P h f� P\� 1 �+VU 11LL111U1V r Saeuen 25, II Neth line of the North hall of- LkJ "N83e41' "E- Tawnehlp 29.rRon9e 21 - - - A - - - - - -� _ - - - - - T - - - �� -5� - - � Na hanat Wo is of Sactig =r/ � - - � - � - ' �! I No f aaat co ner of J �p Crr�(Cas1 Iron Alenumw tJ _ L v 26, T..r.hip 29. R-9.21 9-11- 25, To...hrp--. -26T5.7i ^ r 2vef1 s =i n^ "w°v^Ririi 2283.33 $ .�v r'si � �$e�� iiv^Rir� Z9. Ran§a 21 =-NDo9t3rE 63446 ?f)TH -' STREET --- �� 93 - --- (ca l Iron uanumrnt} -_40.00 221 35 -_ ..606.76 I SO4^J3�02ZW �) i r F5 g 4 NQ��'}{ 40.00.E 3"E 713.99 S69h1 _ '�_ 05 68893 '38'0 �-2540.78 3, 4 1x59 -1e 15.1------�L - _�------- tom, _ --Z- --- g 57 ;G _ x00 N89"21'57'W fjTIT�aO � 448.fi3 ` - -- Z00_P0 i I1tl4ty C9. -N01'1 3'32'W l n I R-39-04- R>130.i7C ` _ - �r o+n -- 56921'S7'E 430.50 _ Y7 fib> C.L-2255 Y� DUTZ(iT T A-i75B°p4 2321 i TB 721 V8 326.67 jE= [ t�733�Eommont - _ C;OJ53'10" W00 \1, 94 00 �- ha 0519 I 169 }0 - 346.36 w 84 12 r RS33250 yam' ,.. 1 p A r A 4226 bJOJl.E 1 1 22.55 I tl r 6 9 O7 E Y 35.84 / N 11 N 2B 'c''Z "_C•.7 h35 ®��. 1 00 O• *5 a I + 1 Nentarline al uann in9 Troi-- 9522 SJ-.- 2SJ • t7• O D 7728 } , oc 22.49•.• �,. ! y f ( Y a a v Vrvlr= R 8r _ 52� ;. `\ lZ9"°� '� I 512`26 46'W"r'> ) S Y ,C I I po 57 E 6 1, GAH.f No. 75 Imo.n 6.6 §Zl' 2gy*,. j -nc9e &Utl2Y .� 34 1 b\4 g9tfyy6 Easement .+ I r , i 5 ,� I „,�� ' I A'v;/`vel I !" Ino z- Hgq•''o i i Co" 55921 yi "1 I'=oo 'y+ t RSyh ov} I na y=^ym r fIn$Ior OUTLOT F---'° 4 q 1 rlr- �q7 * 1'tilp. ym �+>J g� 1 I "o Ihryrv' zlI it nv / x`-5'L' ��r v yy'+, n:tigql i of 76'3353"W`,�r n�r� �`� 9� !" f• T 1 fj A 7 _c � I sur. + f' �`� v` {p`O a© v L V P 1 V f V t •,�°7 I E I f �'+�+ '1 i^-r- �pGl ty ar :.7 I t 2 7 OUTLOT H Wvu 1 77.11 Nm j 1 el-OxF1tSET R-180.00<''� 4-24'32'44' `. 1 A ntlVl 1v,i v(SEE SHEET B OF 10 SHEETS) 46-61 J s10`4B°58•E"4 rano I :Sfezz _am ,ci 7: r ii PIN., C�t1 J �ml �B?®"4�1 In� 6.6954'41' J I 4>R=134.40 s J 4 58.34 R-200.00 I �rj 163.50 I g�I I2`r'° lir ��"-\ t o r` ( c0.-SOp59'42�•EI- `. NOaj0'E 4,36y2i'caag°� tar C's -47'09'21'W W4 ! i n4 42.30 ' yr I r 'v N. � I I I I m � I I (-tn Carlson I11 cCain ENVIRON'MEMAL ENGINEERING -SURVEYING Ut111101,01 .3 VICINITY MAP w� E 1 9IL City of Lorre Flmg, Wa>f+7ngtm Caunly, N'Ff Section 25, 7artn9rip 29 N. Rgnge 2l W 81.25,' t min^ I$ I d-sRl-'4930'.208x-" Nm G 1 el-OxF1tSET 3684E �OYB•,pss �iz�l!Fl A ntlVl 1v,i v(SEE SHEET B OF 10 SHEETS) a� ^ry.4rym MI= N 5 7: r C�t1 J �ml �B?®"4�1 In� 6.6954'41' J I 4>R=134.40 s J 4 I �rj 163.50 I g�I I2`r'° lir ��"-\ 6 r` ( c0.-SOp59'42�•EI- `. NOaj0'E 4,36y2i'caag°� 27 r .\ C.L-118.46 46ns5aldE 1 Je1v eny Nay- 8 tri I Rrzaa�2lI �- N63 T rz 1A7 AP f r r Z ry 1 's. % tip I Not Ton9e 1I ----`z ( r, P v r y + V f 1 ! 1 vl SS'TV4`I . i 16003 58 i 1 25 98_ 5 �, 9 i sag 40.03.w it 1 sib s' c 1 2� � � g r% -W03-54.10-EN6 I1 12 a I n5y� �r ry5. �Yr�9 [Q -:4'4y1 06� aus1� ly';.A 401` Nm OUTLOT D 1 \'\4�y f ar` aer 13 ¢ aur, Cv^� 5344 a 14 E I $ 11 N 0f ;3 _.�13w o j\ oi,°g : N207e 4Yw w 11 c+ I 2 I W \i(s 4 r / 1 4 51.2 15 w b!ri 231' E 1'S n �'N0 3Y W 1,,11 ",� in E ( b\ 1 3306 569"za'ao`�, =+,}; 1 2. +9y6. •.r' N �i:i°. `rz I 'so. 1 rn \ d+ 3 S252531`E " 12 \ "roV J� sesz436E �E s& `d yywl ry Pg /r 1 1 gN �� 54.�y436� "69�is� � x'$53•• `T j y l 1" in m b �"Ii11' T1tF,Y, a•. a f 151.38 r \ tF ~ - 0l,T seo«sr \ 64.65' \ N I �- o LO 'f 1 3\ S85'S4'36'W Iv E _ izt-si _ -, \ { OUTWT m r 7Z v A f i r TSO e I s65s;36w i 3�5° .Y~. 1 L L r.7. 28 •"a ',tJ,J \� d ye \ 5wlh Ilna of the North holt af_rw `!" 3 p '� .ZIS V t`i"•y� the Narthea.t Quarter or Sectron s y 'rI '' �3s• H 2\ L7\��'' 25, To -ship 29. Range 21 ! '` 1 4 /INSET H � 25 6 64.03 _----- IIl - rY .� a�• s 1 [ 2 554'V36•E 9 "�•�?1 Nr` 1 l (i ;$ 5; 1iH:ET 47 E' lb SIi ;F:TS) i sl7 f `ear \ Ary , ` , 14 24 cPj'p�• r 6 T 414,07740 �\� - -� `•>23.21 2 3". 3 17.42-1 J � 3 \� `q NO h true .1 Cawmmerll--ter t > SR9i - -r H Lot 2, Section 25. Tawlshipy'.R .� % > West Ilne 1 0oVanmvrt La[ i, I i 1nJ ' N25'S7'45'E w.ti'�• 1 r.-t,a •-o }y, fid'. 29, Runge 21 2183 5-}'E -F r- - Seclim Z5. To -hip 29, Ron9a 21 t`>_.Narth line of Gover0menl 4 5 r5 Cot I. Ballon 25, N To-nahlp 29, Ronge 21 4b C,• -�'.� Jug Eavt line el Covemment---% r. +'� v `'d� a N195@ 26 E-_ t' QJoi DRAINAGE AND UTILITY n `Yr Lae x, S-il" 25. 0 J - s j T. Township 29, Rouge 21mci 5 3 4 15 EASEMENTS ARE SHOWN THUS: .2 �. I yn 70.79 4 N09V6'03'E�`>� 58735'0fi W 1 1 574'{0 1 153.74 13 a2r 71 E 1 > 23 67 0enotes Found Waatiln ton Count 4 ,r " g- 5.02 N25'3p*5-E 8636 136.58 _-'N70'l3'41'E 0dmiatim of 01Ni ttear4l s t.m la 43 9 y 11+1 R-155.00 � Nft7'S4'10°E I 9 Y• SxBm Cama Ymumert. o. neled. /-14.4939 �v6-35'07'20" N 9q I haeed cn the West the of Gawmmenl - - N Lot 4, Section 25. Toerfshlp 29, Range panalas found Iron ----k , l 26650, GB-Noe°04'0l'E o•p�42F p _ f f„,,, 5 d 21, .hlrh 1. gewYnmd to hear North N8755'08 E 00'06'1T E -t. a Devotee 5/8 Inch by 14 Inch Wn 3 I I ird- wet or to M t ir, J L oceardonts _ - - - - with WS 5ecflwn 505.021. SuLd, 10. GRAPHIC SCALE and mm#ed .Ith li-- number 46351 BENCHMARK 0 50 100 206 Devotee Set PK Nal haing 5 feet,h width. and odjahRtg old. lot lime. lfN/DOT 451D Station 133653 (HYRECK and t0 Mt fn Wrdo, and glj...Mg N�1t of way r'- Wseond..we dellneatd dy Kjdhaug uNi63) Top of Cantrd WA, El -Um P. and roar bt Ilnee vnlue atllanrlss ahawn on (SCALE IN FEET) 1's' ie'I EnMrarmentd Seralce. Company >n 941.54 (NAVA t16} this plat. 1 INCH 100 P€EI tj°'1_ 2016. J71tt1 L Vr IU ammo, THE ROYAL GOLF CLUB AT LAKE ELMO I 4�5�8'45• / y based on the West IY�e of Go emmenlDenotes W frond Waehinglon County N Lot 4, Seallon 25, Toen�p 29, Range 21. W h is o.wmad la bear North Section Comer Monument, .. naked. 001116'17' East. © Dwvtee 5/8 tndv by t4 rnah iron rebw set or to be set In ccoordwcs �� R 97 INSET GRAPHIC SCALE 0 e c .01 5o 1 a %fi 1� .L.1 � MN/COT GIRD Station /3365) (NYBECit v t� -\ ---"'754453"34"E s3. Top of Control QI*, pewtfan - t INCH - 100 FEET Oslakes e.orin 0ecament Na,MNI®J) (N89"ST79`E] 6271 9 PK 941.54 (NANO 68) - _9rn+Lh line of the North hdf of J ea3J o 23 \ - ,if \ \ I the Nafthrnsl a ..%Tal S_,_ um 25, Townah7p 29, Range 21 i Yt a! 97+'• 8 € -- SauN Ilne of the North hol! of f'' the North— Quarter pf Section 22 E- Water Crainoge Easement per 0ecamen{ Nh1 z ®E A 25, Tarnshl 29, Ran 21 P 9e Na_ 623371 l ---`--I4---i_.=pyo �_ N } �� ,vim. �,a 589'37'40'E f al�.m 1 to436 ; ��, \ 4� .y •4. I r sX'� 1 p � 246.1! %-''h 19 E r 18 Eby`4"pt� ,y. 7 h\ 1I ``�•.. ,ti ._�.�� /; i feB Jr rr yJo�O\F �a\� 1" _ 35.61 Nth lin. of Gawmment-----�-�' JB�r,�\ 4�� \ I t '� 519'/2'SSW North 17 �fl"'„ ^T �•tl ` -__North Ino of Government ��"�7`!\` 1 \ \, f -no Ln! 1. Section 25, Townehlp 29, Range 21 ., '16' \\I ,7 o1 ±ops 1 Lot. 2, Section 25. Township 29, Range 21 1 97, +II1 \ n_h i • `� \ N'-. / N62'41'07`E 485,48 �r.r o Y ==� � by �n. n�� T '�:1 uk,1 lY l Easeman4�Y v ,� _ h 0 +a4k9, I 57-4t„_`� >52g pp'S3"W .S,24t'07 W I N79'42'S3 7 Eust line of Gavemm.n}- 1 ; Lot 2, Section 25, Township 29, Rengo 21 i J x r�,4 II T v 1,A f A f J l f/ f\5 r -i e) r , vx , w h/ OUTLOT D �`� 3 1 ! `'e�'tir r7 •� \\ 1011 Lina L.k. as of Hor.eahae y + ! 1 J o f / 5/25/2017 Sed ♦ v4 + no861 3 11 JJ , F 1 ` ) 2388„ 1 1`/ / •+,e, 1� [`- ;�.:17.a2 HORSESHOE MAKE 527'43'37'W Minnesota 0NR protected waters ,�yJ (No. 52-P) HW 0-476.6 Feet NiNs8 f 1 �f r_ /•, (876.8 Peel NGYD 29) l �1 i1 1 Wl 40 % y 20.17 " t Woks, E1evt-875,5 Feat ka-576'12'52`E (NAVY 86)aay ne----l + l ��=�51`'30� ----South 11- of Government CM Iatoted on 5/25/2617) h - :d'47.0b'w r N ,`- nn! I irf 2017 4a} 2. Sec Tornshlp29, Rifcn 2S, w e �` 1 ill N76M2'52`W . on 21 9° r 445'88 589'S3=19 `E 4 ---North Ilne of Gowrnmcnt Lot 3. Sectlon25, Ta—.hip 29. Rangb 21 (Ii Carlson McCain ENVIRONMENTAL ENGINEERING - SLIRV EYING VICINITY MAF my of Lake Ek"., Washington Caaniy, MN Seatfw 25, Township 29 N. Range. 21 W O UTLOT D ---8lrerelina of Ha✓sashae Lake os located 5/25/2017 IINSET I \ IB ¢ (SEE SJIFET 10 OF 10 S11FETS ) 5\ 15 t `� ��1t 6 I4 7 Orientotim I W. b.aing system I. based on the West IY�e of Go emmenlDenotes W frond Waehinglon County N Lot 4, Seallon 25, Toen�p 29, Range 21. W h is o.wmad la bear North Section Comer Monument, .. naked. 001116'17' East. © Dwvtee 5/8 tndv by t4 rnah iron rebw set or to be set In ccoordwcs GRAPHIC SCALE 0 e c .01 5o 1 a %fi 1� � MN/COT GIRD Station /3365) (NYBECit (SCALE IN =7) J•31 ffi42 S i Top of Control QI*, pewtfan - t INCH - 100 FEET Oslakes e.orin 0ecament Na,MNI®J) (N89"ST79`E] 6271 9 PK 941.54 (NANO 68) o 23 \ �_j �¢ d 22 E- U23,gp z ®E 21 `,Y Q 20 p G 19 r 18 Z 6 17 IINSET I \ IB ¢ (SEE SJIFET 10 OF 10 S11FETS ) 5\ 15 t `� ��1t 6 I4 7 Orientotim I W. b.aing system I. based on the West IY�e of Go emmenlDenotes W frond Waehinglon County N Lot 4, Seallon 25, Toen�p 29, Range 21. W h is o.wmad la bear North Section Comer Monument, .. naked. 001116'17' East. © Dwvtee 5/8 tndv by t4 rnah iron rebw set or to be set In ccoordwcs GRAPHIC SCALE 0 11h M5 Section 505-02t. Subd- 10. and mulled eith lh-- namber 40J61 BENCHMARK 5o 1 a tW �u Wetland, ware deilneatbd by KJolhauq FnNrm Ld Sarvkae CmlPony F _ 2016. MN/COT GIRD Station /3365) (NYBECit (SCALE IN =7) Top of Control QI*, pewtfan - t INCH - 100 FEET Oslakes e.orin 0ecament Na,MNI®J) (N89"ST79`E] 6271 9 PK 941.54 (NANO 68) 8 9 Lo9r�, 10 r< qqha� J- A /h ^ars �or�50•Tq�.J I!� \\ �,r-;773 gr`r �� t•��` `r cif\t+llt/ /j 6.6h �d OAF Roel Ane of G: ,nm°nt T. Section 25, Te ehip Range 2f A A t 1, r— / -I Pl I V L7 L 13 12 i L f *N -- Meander comer on E...t nN rine or Seclfan 25, �p f' Township 29, . ngb Orn )�a.t Ifon Ma.ameno N001 525'E SHEET 3 OF 10 SHEETS di Cpl' Slp 411 cCui '1 ENVIHo NMFNTAL-ENGINEEUNG SURVEYING THE LOYAL GOLF CLUB INSET "C" AT LADE ELM[ .-- (NO --South 589"53'16"E , line °f GoeemmmG Eat 2, Section 25, Tawaahip 29. Range 21 -- - --- - f --------- _t1274_ -------- ._--___�_._ 1243.14 lj1/1 1 n'- rti 3/I7i n'e fa ` S—y Ube-. `m 1 nryI 1 Sp„I ,.__ North III. a7 Gavcrnment Lot 85, �3`R W �• ar d° - 1 J. Saclian T.—hip 29. Range 21 S `\\ +1 M r r+ T I ! /-t A f '! ! 5 rf '- 5ac9m 25, Tawnefifp Q �� ?; s '�;, •\ 1 V1 I I i€ lL +.y f 1 -�-NB1'25.25 I�w' utl�ty EasammL 1 _ 1 �1��`o rah ! 1I ! f2F r 45 I `\ E n l I r 40 lz rl 6J.- N vel 43.94 4a.41 sl1"0646"E GU7WT D l 1 4v ; I� 613.39 • y 1 S 1.�.} �'a�rS 19.12 ` 1 i wool° pY 1 i ! 2,�q.� �•^-SL)GG°58'37-E , a e HORSESHOE LAKE IIA �¢_� � 1 ! y+'+jry�'p w • 3 I V y sP+ Ninnemtn f7NR Led rv¢ter; I� 357 •gtl" IFFFI N^i ry �oe°o 4cp g S faC 2-7 01W=674.9 Feat "'"0 e6 +y�.g",.\ {6T6H Faet NG4G 29j 10,5,2 6} 5.22 SWI46 E n? + T 155.56 1 _- 70'.83 z if rn/� `� 1' 1486'31'31"E II `5] 10209 ` •` .-, l-/ YY' IAYf v3 rI 1 i') + " u L v y .\♦�`� Water Fi.Wti.-875,5 Feel \O j`ib r Pn __ .' tc93 0.19 E �� (NAW Be) (a+ Ic<alaa nn 5/25/2917) I �j 1 aXl rr I`r 7p 11..92 - - - r 1 3 3f J0 -� 'S4T31'29-E 54226.36-W rI`Q I ,\ ---` y Survey uneSo 1 r! logo y z 's, 3 f* •'•. 1J Ax- 4. 43f i 6 o • f„ d' \`Tr' 4.17 @N��1ss��® . L.� �.. �� 1 5 Q J 0 J` ! eve • 1 Ga-nment_---% L1 ' T'�r 'V / '� f/ I J� '@ ,4 .e• �\ .Dg Eaet One of LaL 3, Season 25, T..nfhip ;9, Ram9e 21 yd+N 1 ,N 1 y 0 IV +o "r wrv! ---- South Ilne oL t`.°ve p 29, Lot 3, I 5ecllan 25, Tarnelrip 24, Range 21 •n p Jr n �.o ". 3•r•r 1 '� I l }{ llj I 65264 64.00 16900' 1 1 --f 31a.s3 North line f the Saathwesl c v�5202 l4 n N89g5�5g2"E----- _Ouarler of the Southeas4 Ta -r I a! R-9 25, To.nshlp 29, k°nge 21 o 1481'22'44'E vi , y 514'37'26"E p M M.ka Utaify Easomaht jL I t1 406.11 5$9"51'43-E SQ.06�; y VICINITY MAP Ortenlallm of this bearing "teen Is N boxed an the Weal Tina of Gent Lot 4, Saathn 25, Township 29, Range 21, whkh Is assumed to bear North W -Ci- 7" East, GRAPHIC SCALE c 50 Ion 20f1 (SGALF IN FEET) 1 INCH m 100 FEET f 0an°tss found iron manummt 0 Darmtm 5/e Ind, by 14 Inch iron arobtr set or to Lle sat In —donne Ith WS 5ectlon WS021, Subd. 10, .W marked -.40 lumps numb- 40361 WWtiondewere ddLlealed by N�olhoug Nron : E.tw SeMase Compony In 2016, 143"E BENCHMARK YN/OL7T 1:519 Statim /33653 (NYBECK UN163) Tap o'"b" "b" Disk, Elamtlon 94+.54 (NAW 68) (NO ALE) f3 /IAV .z(( Naaedioa Lok. { - 1 Gy of Lk. Orlu. W."gtm County, AIN 5ac9m 25, Tawnefifp 29 N. Rmge 21 W Ortenlallm of this bearing "teen Is N boxed an the Weal Tina of Gent Lot 4, Saathn 25, Township 29, Range 21, whkh Is assumed to bear North W -Ci- 7" East, GRAPHIC SCALE c 50 Ion 20f1 (SGALF IN FEET) 1 INCH m 100 FEET f 0an°tss found iron manummt 0 Darmtm 5/e Ind, by 14 Inch iron arobtr set or to Lle sat In —donne Ith WS 5ectlon WS021, Subd. 10, .W marked -.40 lumps numb- 40361 WWtiondewere ddLlealed by N�olhoug Nron : E.tw SeMase Compony In 2016, 143"E BENCHMARK YN/OL7T 1:519 Statim /33653 (NYBECK UN163) Tap o'"b" "b" Disk, Elamtlon 94+.54 (NAW 68) VICINITY MAP - Lmke , I City at Luke Ekm, LY'aehfngtan County, NN Swelim 25, Township 29 N. Range 2f W DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS; I I II 5-.a 1 - II I I -4 II I being 5 feet In widthand adorning a{de IOL [Pea, and 10 feet n width and ,d)anlh right al ray [nee and rear tat IT- onlewe oth-I.. spawn on We pial. BENCHMARK )N/00T GSID Statly+ /33553 (NY9ECIC NN163) Top of Cmhol DI -k, EI -trap - 941.5i (NALp 08) ® Denote. Found Washington County r 5eclfon 25. Townshlp 29, Range 2, 5 -um Comer Monument, .w noted. 6 D•nataa frond Iron monument a Dmoles 5/8 inch by 14 Ind+ Iron d, 4 ebur sou, or to be sal P -,,Conte _Nvrlh line of the St with LAS Sm'_ 505.025. Sated- 1D, OuarlyfShe o th.O,t and morked with Oawnew number 40351 .ri. yl WeBmdw weredelineated by Nloihang --. Ental Santee Company In �rmman 2016. �,.3 a. 1) _ v ^1a89"5Y58'W Qirhloli- al We bearing :ym- T. N bowed an the Weet [he of Gp mmt Lot 4, Seetiah 25, Tawnahip 29, Ron9e v Lf- V f i V ! Y 21, whk7h Is ossa mod to b -r North r 0)178"17' East. ! f r GRAPHtC SCALE f i / 0 50 100 200 + (SCALE IN FEET) 85.p7----L�- L INOH _ 100 FEET (` Carlson McCain -MAC rWAI N -RING -suRVa=PING --1312.83 S$9'57'48'w 91 �Ya Nuc s a; I o by THE ROYAL GOLD CLUB AT LAKE --$oath I;—err COM 'm Lot 3, .5 I +ra+ L tllilit Faaemaol r ? °'O ` Y Per -=___ t ) A N /h T" O ,^, L 0ooument No- 4096472 f \ I , I f+ 1 7 / -1 r Y l7 L f l \\\,y` r 5eclfon 25. Townshlp 29, Range 2, iyn N89'SS'12'E 3 890.84 50.00^` _ �r�__ 657' 84 _- 4 ( d, 4 sQ0°08'17'W ' _Nvrlh line of the St i y / 6283 ^^ l OuarlyfShe o th.O,t 4 Ct oc ln25, S23°JS'34'N' "� / I T.hhip 29, Raqe 21 443E - N751.�4 �,.3 a. 1) _ v ^1a89"5Y58'W J ci _ I e lr� u v Lf- V f i V ! Y I r �j 89x42 ! f r h ry/ � f i / F�az.OD�_--�.-..y + - - - 5SSI s'. _ - - - - - - 85.p7----L�- -' 1r .-----------� m f' I l0I"H STREET NOP.TII r .+ +r x-a,.r r+c •il'J1 r--,�r. ,r, ,°�_ (COL -\TA STATE AID HIGIIII.AYINO. 10) i -45.)0 - south Q.ortea comer Ir Owr OUTL /T J 589.4}'l4'F 371 8tl °____ ______ ___ ". ;� -_ ----------- S00'08'17'W I µ or seauoa zs, saint+ rcne r the s Ihsatt To_nah'p 29, Range 21 ._ 1857 34 5oulh t m r 1 the Saulheeal_- -- +� SWtn Me a1 Goremmenl Lot 4, 4 Inch Mtl k and" ivr r A1ra - Qrorle of line S.ulhdoat S89'43 40'W Warta of thou Sn"easl Quarter, elm-5ec[ian 25, TQ-eh[p 29, Range 21 ( g Sp' s i STREET rsk.Rii•7' ` rq _ - - - - - - - - i- t L--- .,.------------------+--�— LJI--------------------,-------_ ----J } 45,00 1 } eA (C TY h'aGrr, 7 erg o "0-0 r =500'08'17'W � $oath Warta tamer I '- of O ip 26. Township 29, Range ^1��.. 'n,h r rrl l,lfA r v yr { j 1 / 14.59 aJ R_2+]0.00-=. INSET15D31 fig. Dpi 169.Oq - 1 U ej HORSESHOE LAKE 4 1 49aveeata DNR p,.i-Lad -.L,. t (No. 82-74P) `1 IHiW_875.9Feet NAVD 88 1 (876.8 Feel NGW 29) r 1 Water 17eeatiOn_875.5 Feet Shoreline of Naseshoe---.� (NAV) as) Lake as aoo.ted 5/75/17 (A4 1 -ted on 5/25/201)) Bryn yam .5 I +ra+ L tllilit Faaemaol r ? °'O ` Y Per -=___ t ) A N /h T" O ,^, L 0ooument No- 4096472 f \ I , I f+ 1 7 / -1 r Y l7 L f l \\\,y` 406 5$ 1 33'E 408 1t iyn Rj ro a #;1+ ,6^(`y 1, 50.00^` 4 ( d, 4 sQ0°08'17'W ' k. mr i y / 6283 ^^ l w m yy 4 >•d,'�Q1 S23°JS'34'N' "� / y f' 443E - N751.�4 �,.3 a. 1) _ v ^1a89"5Y58'W J ro0uoa,� iS _ I e lr� u y ) I . � 73.86 1 + I 9.Q7 - - " } 00 02`02"E 678 44 724 86 1 V. �j 89x42 n h ry/ � 85.07 F�az.OD�_--�.-..y - -.._-_ t. ' ' �+_� - �-w — - �I� r -_fix- - - - 5SSI s'. _ - - - - - - 85.p7----L�- -' 1r .-----------� m f' I l0I"H STREET NOP.TII r .+ +r x-a,.r r+c •il'J1 r--,�r. ,r, ,°�_ (COL -\TA STATE AID HIGIIII.AYINO. 10) i OUTLOT P ,, uL a,-0ro'�rtage A u1nity Eoeemen Ye A, s E 1 `\ z i \ Nw, E I Sh,el- of Lok.--. /\31` W= Q^'f�plsaTS x I Rase tls totaled \� �Zg)28} W 77. a 15/25/2017 -,0 SM1orWin4 of Lakm .-'Raae ere oaaoted 0 UTLOT fOxer fosem0r,irty^ 7th wl of �f ,; aRn�t15oD hat'sJ + A/ S$9°51'43'E East f+ne of the South-[. Quarter of the S.th-t 0u0rfer, also the Wmwt lip. of Government Lot 4, section 25, To oho, 29, R.q. 21 SHEET 5 OF 70 SHEETS .5 I +ra+ L tllilit Faaemaol r ? °'O ` Y Per -=___ t ) A N /h T" O ,^, L 0ooument No- 4096472 f \ I , I f+ 1 7 / -1 r Y l7 L f l \\\,y` 7 i 1 4] 1 9 _ !7� Detail ry�N$3'42'#S'E l� D ll» a 1 ilk r 10.23 � n f1! LAKE E O E �f7 �� , ,- L IIf Minnesota ONR A �\\ 1 fl prelecLad watae 0 / `Ir \ i r(` i Detail'A' (Na- H2 -112W) I 1 Woler Flswollan-878.2 Fee --l 10- = `�� - 4a 55742'45' / H 1151 (NAW 08) I ''W J 18sa (As [pealed 5/26/2017) 1 4 ;, L \, en - - - - - - - - jc�lyl�}' c nS 20SVI Y -`haw I �,.3 a. 1) _ v ^1a89"5Y58'W d S ro0uoa,� iS _ I e lr� u y ) I . � 73.86 1 + I 9.Q7 - - " } 00 02`02"E 678 44 724 86 1 V. �j 89x42 I%' hY89./2724-6- ----___----- - - - - ------- _ - - _ - = ��+� c=.�---..----______________ -- -- 85.07 F�az.OD�_--�.-..y - -.._-_ t. ' ' �+_� - �-w — - �I� r -_fix- - - - 5SSI s'. _ - - - - - - 85.p7----L�- -' 1r .-----------� m f' I l0I"H STREET NOP.TII r .+ +r x-a,.r r+c •il'J1 r--,�r. ,r, ,°�_ (COL -\TA STATE AID HIGIIII.AYINO. 10) i -45.)0 - south Q.ortea comer r;r; .c^.ru ,0,s r1`i:pHT r hrkori, v+ , Ov r,rm_. u 589.4}'l4'F 371 8tl °____ ______ ___ ". ;� -_ ----------- S00'08'17'W I µ or seauoa zs, saint+ rcne r the s Ihsatt To_nah'p 29, Range 21 ._ 1857 34 5oulh t m r 1 the Saulheeal_- -- +� SWtn Me a1 Goremmenl Lot 4, 4 Inch Mtl k and" ivr r A1ra - Qrorle of line S.ulhdoat S89'43 40'W Warta of thou Sn"easl Quarter, elm-5ec[ian 25, TQ-eh[p 29, Range 21 ( g Sp' s i STREET rsk.Rii•7' ` Q -ter al S..U- 25, Township the S thx t aorna of Covernmeel Lok 'r+n+ err+• STA �rn rnr-ere Srvaa Dice) 29, Range 21 4_ VNf Y f f 3 r 4-h 1 L rV f�[+sn rrn +--irY. - - - - - — - - - - - - Sact+on 25^7ermc+ip 29, Ronga 27 { _ - - - - - - - - i- - _ _ - - - L--- .,.------------------+--�— LJI--------------------,-------_ ----J SHEET 5 OF 70 SHEETS r; --�--.�.-_...- � n � �-10 � I Av V N�I;s pa. Nr��ur yy 4om tim.o : i Detail'A' N ;, c nS [giAPNC SCALE +�- 40947 ro0uoa,� iS Q 50 100 ': 00 i2' I%' hY89./2724-6- --------_-4-2- -- r--------- 85.p7----L�- I i I�B2W 289.51 __ --�, --7-%-.'a--L'.`-�'_"---fes....-..,.'_------_—+---------- 589.4}'l4'F 371 8tl °____ ______ ___ ". ;� -_ ----------- y - I , 55.54<'r �` (SCALE IN FEET) NCH - 100 FEET - - l —_:- N89'2850'E 28735 —=-,--_=-=�1ry------- 5593230E 27816 -- 45,00 ''fy49'62 mI'117TE1 STREET \l7RTHrr in„slur. C. rutxi:r 4 eA (C TY h'aGrr, 7 erg o "0-0 STATE °AID HIGHWAY NO) IO) =500'08'17'W � $oath Warta tamer I '- of O ip 26. Township 29, Range ^1��.. 'n,h Sau,h line of Ne souihwasl c.r r `-_-W,ter or the Saulheoel 0'M a %ZG� NUR -M ` 1857f34 or th wet c er of the Sou 0 0'. Cu,ta_--= om S$9'4340'W a1 line Saulheosl Worker, oleo kine south I'u+e or Qauemmenl Lot a. --Seca+ 25, To.nsixip 29, Rag 21 {a Mag spike e d I 13mea OIuL r q attar of Saatian 25, Tnwnahip 29, Range 2i Sauthveat c er of Gauernment Lol 4, Saatlon Ta. v s (COUN", - N”, 5 -' pith Fli,r irn e- N-- � 1 - i - - - - _ - - 25, 29, Ra 9g 21 - - - - - - ---------- - L-------------------------- L—J--,r...————————————————————— — — — — — - SHEET 5 OF 70 SHEETS � I I I I I I 2J I 5�a C LWI I o..� r I a„ E.( I €� zl I =o I I v 731 I I II L i l r 79.00 West Ou 25' corner afT3 119, Rn 25, Ttlwnsh+p 33 60 29, Renga 21 (cost Nan .1-1.0 1 I Z 1 I � i 1 :5 1 Carlson 'J -'McCain ENVIRONMENTAL, ENGINEERING, SURVEYING 96290 _ — — _ _ _ _ — — — — L v f f L r v i 41y OUYWT T 1619.47 589'53'18'E I r A r / - A I '1'f I + ♦ . 41. OUTLOT D Eask ljne of the Worthwe.l -----� I Qutlrter al Set" T5, I Townehlp 29, R.nge 71 THE ROYAL GOLF CLUB AT LANE ELMO INSET 11 EE 11 VICINITY MAP 11 ,1 1 p i ;4 My or Laine &n& Woshfnglon C uaty. MN S.atlm 2S, T.wnehip 29 1 Rang. $T W Grlentmik- of this bearg ayetiIn Is based .n the West time of G.v .-[ N Lal 4. S.gtkm 25, TownehTp 29,Rang. 21, whI h la .s...d to bear North DOro8'17' East. GRAPHIC SCALE Sn 1 D 2 (SCALE IN FEET) f INCH - 100 FEET DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: I I I I I I II I I I T E.hq5 fMt h width, and adjoining ek. lot Iloee, .nd 10 last in width and odJolning right or way llne• d rear lot hose unless ath.rwlre shown .n thea plot, BENCHMARK NN/DOT CSC SloUnn /.31653 (NYHECK WN163) Tap .1 Control Welk. El..tl.n 941.54 (NAYD 88) J Cmgte. round WndlmgL.n County 8eotran corn. ortlw eInt, o. nol.d. Canales found Iran mooan.nt 0 Gdi km barlp ISar I. beInchby t4Hla—dence with tAS S.4Uan 505,021„ Subd. 10, and marked with Mane. numb. 40361 ywl W.0—da were ddlnealad by KJWhoug y En Nr' n.nl.t Serwlg.. [ornpany In 2016. `1 N Ati '1•JL O� h0hry1' Droln.ge k OLnlly Easemcnl 5yS g2615 � ` ' s c� 321G.C`` Ih. U18 f14 lce'i Gra, Ease en tthy-e = c� «? g ? iso f t.✓ Y Y ["V, 4125 E.ewnan! 17l r r Drall Tty SO: Uu, a N`� Ewemrntgd j f' �a OUTLAT 5 v 111. 1 955.34 �" 1310.41 N9953`18W 280-07 yaa&61 �� r^moo {—'�ara1 91.ip i 71j3F 581.4X07 9 94.62 894434`E 70 _ s74 N96'2301'E 41.91 79 --Stivlh line or the Nartbw.et Ouert. of 0r97na9e Easiwnenl pe I, 1 -------North 584'25'04• a. Section 25, Townakl 29, Ron 21 ➢ 90 0—ent N. 3124108 , '` fs fin. of the N.Lheaxl ,s Custer of the Southwest, J r A f'� E` TT E7 D 1 \ gee/ Oudrter a1 Sscllon 25, 1 I i tr TVI r= v 1 L n / o` VjgOt] Township 29, Range 21 n r A THE ROYAL GOLF CLUB AT LANE ELMO INSET 11 EE 11 VICINITY MAP 11 ,1 1 p i ;4 My or Laine &n& Woshfnglon C uaty. MN S.atlm 2S, T.wnehip 29 1 Rang. $T W Grlentmik- of this bearg ayetiIn Is based .n the West time of G.v .-[ N Lal 4. S.gtkm 25, TownehTp 29,Rang. 21, whI h la .s...d to bear North DOro8'17' East. GRAPHIC SCALE Sn 1 D 2 (SCALE IN FEET) f INCH - 100 FEET DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: I I I I I I II I I I T E.hq5 fMt h width, and adjoining ek. lot Iloee, .nd 10 last in width and odJolning right or way llne• d rear lot hose unless ath.rwlre shown .n thea plot, BENCHMARK NN/DOT CSC SloUnn /.31653 (NYHECK WN163) Tap .1 Control Welk. El..tl.n 941.54 (NAYD 88) J Cmgte. round WndlmgL.n County 8eotran corn. ortlw eInt, o. nol.d. Canales found Iran mooan.nt 0 Gdi km barlp ISar I. beInchby t4Hla—dence with tAS S.4Uan 505,021„ Subd. 10, and marked with Mane. numb. 40361 ywl W.0—da were ddlnealad by KJWhoug y En Nr' n.nl.t Serwlg.. [ornpany In 2016. A j 4 f" -r ` 111 I J Y1 a -Squib line .f the N.11 -t Ouort. .� of Lha Shcthwnt Ouartor of Sectr.n Al 1..=lp 29. Range 21 11 tA -1rAA1 !1r'"Ahnl//. rr nrin 4tAr'i1-rrr1A1 -FAir-Tool r-4-nt I— 1312.83 r)n rn Annrrrnar /ZI1 r /v v 1pIL'nL,, Ivy.: r fTrFYrJ nULI I IVT v r fir 1 TAN' v iVrinuv rr..�' S89erJy�4B+W ,vl vl! /�LUf 11vdY JNttl D Ur IU ,n Gt I: m M� c� 321G.C`` Ih. U18 f14 lce'i Gra, Ease en tthy-e = c� «? g ? E.ewnan! 17l r a N`� y OUTLAT 5 0 w1 1 J 1 / A t J W �I I A j 4 f" -r ` 111 I J Y1 a -Squib line .f the N.11 -t Ouort. .� of Lha Shcthwnt Ouartor of Sectr.n Al 1..=lp 29. Range 21 11 tA -1rAA1 !1r'"Ahnl//. rr nrin 4tAr'i1-rrr1A1 -FAir-Tool r-4-nt I— 1312.83 r)n rn Annrrrnar /ZI1 r /v v 1pIL'nL,, Ivy.: r fTrFYrJ nULI I IVT v r fir 1 TAN' v iVrinuv rr..�' S89erJy�4B+W ,vl vl! /�LUf 11vdY JNttl D Ur IU ,n Gt I: a9rlh-t rvrnar-}., f Sectim 25, I , T -Wo 29, Range 21 (Cast Iron Ncnummlrjl 11 r� I 1.1 �r f � 1 I I I I I I` I O6 l 1 1 � I � 1 I I 1� hu W E �I zo 4 w� a 4V m M 0W o cV z, r 5° 18 .i Bei ! ^l*r 11.1/ A lT�2 A l x y YIA 1/�!l �L. h 11RI Yf/lA! ___North Ime of the Nerthweel North Quarter '}i' �.flyu nrl r r. - fVrnl + Ir Nt�4,.J a rtVVl + ,ill v warter or saotiwr 25, 25. Township 29. Rang, 21 Lei •C ` T<wnehip 29, Rhe 21 - - --I�$1j`4T�{7•� - - - - - - - - - - - - - Ca9t Iron F/onum - �`P� EO 2Oi� ;.vR;Ff 2si5.�t S 75 1 ----------+387.32 --- I g _0 ona9e & uuluy Eaae n.nt 20'I'II su?IKE'I' NORTH Drol<age a Mtnity Ecmrcent.q _--------------------------------------- 7 6-7847 -- ------------------------------- _---__ 3'E 2540.78 /"445.21. ^� \ e♦,y 50155'04-W OUTLOT T _ r T V vv IAvr ♦.. r f V f A t I `C al i - -982.80` - --. 1 �rx r v / / x r t f O UTLOT D S --------------- 12, ,-391i ----- -------- R-79,1 4=1 MVC CL -121 N00'U1'31 So. 95.22 ---------- L W..lcine nl th. North halm nl We MorthaWL Q.rt.r of Section 25. Tawn:hlp 29,Rouge 21. THE ROYAL GOLF CLUB AT LADE ELMO INSET "F" VICINITY MAP My of t;ak. amu. W<.hingkm County^ iim S.<tlan 25, Tamahip 29 N, R-qd 2f W Surface Wakc firafn<ge :4`-♦� 2j:�p L. -Ant pee I)o.<ament �Sm lr9• No. 623771 1 - _2 58953'39'E _2SM50 \ 't 76.58 (S51'd2'3ti�) 1 1 Eoat Ione of the NorLhwea1--- 0o11.1 of se<tron A. Township 29, Rang. 21 DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: I fl I {1 I a a baing 5 f..t In width,. and odroning aide lok linea, and 10 1-1 In wWlh and odJdnl ? ri t of way lb. and. rear lot lime to I- <th shown nn thl. Wal BENCHMARK MNjM1T GSIO Slatlgn /33833 (NMCK µN163) Top of Control alk, E -U- - 941 54 (NA19 88) I 0-.t.. hound WashingtonCounty r.II Section Coma ManUMW,, a. no4.d- /rr 3 dol O 0e,ot.e 5/a finch by 14 fnch km ,s� _ f mbar o.t to h. 1 fn ordan<. wAh Ns Section 505,021, %6d. 10, and mocked with Ilwrlaa namb.r 40301 >4 r f t dr Jf ♦ 7 I 3 r ✓ 3 �r _ I � rr ,e. J. ♦ f ted! ' v4 ♦, `` I w IIf 1 f Y li L T _19._ 1 t , 158162 y 'L` / 1 2642 W'SX 8'E 1 t y yf WaRlands we. dalhwtad by Kjdhoug En*—ld 5 -Ten Camtlony kl. _ 2016- 1 (4 89't7'k9"E) Oenatea Beor6lq p.r 0—ant No. 623371 i Wr taticn of this beating system fe bna.d -S Ur. 25.1 ens vF —2g, R enl N 21, a, 9.<oon 25, Tawn.hq 29, Range 21, whip, caaumad tv bear North 0Ob917' Cwt. GRAPHIC SCALE j 0 50 100 200 (SCALE W iEETI 1 11NCN r 300 FEET ()Carlsqn McCain ENVIRONMENNG VICINrFY MAP 51.n City a/ Lok+ Lima, M'aehNgton Cwnty, MN sactl- 25, rt moi o " N. Rmtigw 21 w BENCHMARK MN/UOT GSD Sk.0- /]365] (NVSECK WN163) Top or Control Platt, El—tlon - 94654 (NhW 80) flrfentoUm of this bwIng eystem is based art the West Ilse of Gocmment Lot 4, Sectlon 25, TP -W 1p 28, Range 21, tlh Is assumed to b-1 North DDV517' EaaL GRAPHIC SCALE 0 25 50 100 (SCALE IN rEET) 1 INCH - 50 FEET THE ROYAL GOLF CLUB AT LAKE ELMO INSET "G„ r=fDrnl A Jf! r7Arn Anniti-+rnn1 Gry r 7.moi-i!� �fvU �Ut-/l I IVry — L w -_--- --- --,--- — North the of the North half m 20TH STREET fYly r the Nartha �t ch—t 9ea1 Section REQ R H _-2283.33 25. roanehl 29, Ren 2T 45DO caw oe '20Tl1 STREET NOUTH .70,.43 Cf + d r I OMlLMi V Jf Drolnsgah LJORy Easy I I W (Over all of 0,,W C) pry a" Al r J"b\T NF 4 O UTLOT E�\ �iI °0 \ �% DRAINAGE AND UTIUTY EASEMENTS ARE SHOWN THUS: II II fl i 5 •I r w being 5 W In Idth, and adjoining Male lot Ih4ff, and 10 feet In eldth and cdjofnfnq right of way Ilnee and roar lot ITh.unless otherwfae eho on thfs plat. ® Denote. fgund WasthMgton County Section Cum. Monumrll, as na14d. • Denotes found Iron monument 0 0-ot- 5/8 inch by 14 inch Fon rvbw set - to be wt in aeoard-ce with MS Section SOS.02t, Subd. 10. and marked with 11— n—b. 40351 9 Denotes sal FN NO ij W0 -d. + d0in—W by Kjalhoug EnWanmx i SwV-. Cempony In -- 2016. OLTWT H r r J I i s s�b, o. 1., o�tti ii b Sam 9494 sa 4 < 2 `✓ / r Iz n 4, r � ip'NI� rra� Qo 3}2, ,h-03'5]'10" z R--50 ui 22.55 '�; J +- 45 30 X69'2f'S7'E $6*, H4.12 35' 4 58821'57"Er- - } 20.14M1--� NyOr�6iry13r'�13'W�r-'-rr 10 1 r<3 OUTW l• --moi y' ^�Y ge } kfi222•a0"W` '-'- y moo D 5 lQi w�l\N` ;� sa 4� 0 7t 1 � giw V p`O a1� 1 ;r [11) / \ '20Tl1 STREET NOUTH .70,.43 Cf + d r I OMlLMi V Jf Drolnsgah LJORy Easy I I W (Over all of 0,,W C) pry a" Al r J"b\T NF 4 O UTLOT E�\ �iI °0 \ �% DRAINAGE AND UTIUTY EASEMENTS ARE SHOWN THUS: II II fl i 5 •I r w being 5 W In Idth, and adjoining Male lot Ih4ff, and 10 feet In eldth and cdjofnfnq right of way Ilnee and roar lot ITh.unless otherwfae eho on thfs plat. ® Denote. fgund WasthMgton County Section Cum. Monumrll, as na14d. • Denotes found Iron monument 0 0-ot- 5/8 inch by 14 inch Fon rvbw set - to be wt in aeoard-ce with MS Section SOS.02t, Subd. 10. and marked with 11— n—b. 40351 9 Denotes sal FN NO ij W0 -d. + d0in—W by Kjalhoug EnWanmx i SwV-. Cempony In -- 2016. OLTWT H r r J I i s s�b, o. 1., o�tti ii b Sam 9494 sa 4 < 2 `✓ / r Iz n 4, r 9 N I L - Sb Mo Nmtheost comer of_--` Section 25, Townahfp 29, Ronge Zt 5139'$I'SYE SCosl Ira+ Monumadt� 345.02 I I 4 Ir o h 4 i } t 1 !!!�� 10 1 r<3 43 1 -.. 1 -'\ 11 .ul C7 73 1 ;r [11) 1ti 11 �j p>� 1 I 13 L 1 4 4 C7 I 4 9 N I L - Sb Mo Nmtheost comer of_--` Section 25, Townahfp 29, Ronge Zt 5139'$I'SYE SCosl Ira+ Monumadt� 345.02 I I 4 3 / 6 J J / Ja /7i \ 'P di Carlson McCain ENVIRONMENTAL ENGINEERING SURVEYING Ir o h 4 i } t 1 y f 43 1 -.. 1 -'\ 11 .ul C7 73 1 ;r [11) 1ti 11 �j p>� 1 I 13 L 1 4 4 C7 I 4 4 14 1 ; 4 wNtl y 3 / 6 J J / Ja /7i \ 'P di Carlson McCain ENVIRONMENTAL ENGINEERING SURVEYING TIDE ROYAL G0LF CLUB AT LADE ELM o INSET "H" VICINITY MAP Cdy of Luke Elmo, ftmhingtbn County, UN Sac Nee 25, Tewn.hlp 29 N. Ron. 21 W BENCHMARK MN,/00T G510 WOW 03MM (NYDECk MN 163) Top or Cantrd Olak, pop Uqn 941.54 (MAYO 88) Cr4"I Lon r MIs bearing system Is N basad m the 'Meet M. or Gawnmant Lot 4, Section 25. Tuwnahip 29. Range 21, which Ie aeeumed le bear North 00vallY Eoal. GRAPHIC SDALE 0 25 50 100 (SCALE IN FEET) 1 INCH - 50 FEET 10 A{ \ �`�s : ♦ � x�'R mom'' tP 1 s1N} � I \\ \ �� , r \ I `tbo•"�' \ •- �.� r'aG`� 1 t�\`s 13895 — + \ \\ ..rte 14 `1' �r 1 f fY'N7559s4E~\\ \ Sa' lbp It, �y w Fr", -rink I I I�----130.21- \ I � �✓ 1$ SM call 'q� -99"t 4 e�e�'! / r Ns cl M ?4 ` : /�_ -P� t I 1 A� %0'6 aT + 74'4z Ya a�gry L7 Sa3�j 12379 nim S r�1.r `� 1 r 9 ma .S°aF a �i� - � -_ _ 258.11 tiTy - ,i�jj3'1- � i `o JATJ =- 8.1 / \u• \ 1 ,n6�s¢ -0 —TJ / z 4. D2 732x4 {�h 25 25 A1' SJg�d,47.E g' � / `�� ,/'heh � �` � ��*•�y` 21.17 . � � M1 ! + \ 43. ' �� / 2 C.03'3i 15 / / y f ice\ >•l>ralnage 8 1� j. �,l�'' � NI 2 26 U9A Eas°menl 4 rNgle j7'45'E w- rs`/or n�5'46�w ,w //`•\` �l 000 //. +^,.\ e ' / / of r / < nip \ zic f / tw 2 n-tc4z'6r 71+'' z SY72. bS• A / 25 - ( i'24.5? N01'19 35" \ 1 .N! R1Eo` � i 26 4s.71MS� A. in sash Rne of the N-0--- / f v v r v +r1lr / /�)' MR P! IAe Northeast 1 a �_--587'40'13'E To.'I ofsantran 25, r, C 1 �/ ' x__ 48 _ SBs3a warms �f—"# F !° ipwnsnlp 29, Range 71 /$ r �' -'1 .—J ri �? 'w ew.� ? /8 J !��` v ! n78 4 ": - as so / / �1*p/ ® x! —` op wIry 24 i DRAINAGE AND UTILITY Yr:' oa °�1iga `7`4 / 1 t�y�� / °\p Ze>°� / aex5 0! 2s EASEMENTS ARE SHOWN THUS: t' '�4G24'9a °w, ` a^^ g/ s�}r, a / n/ mos ^1m sgssppp W °oI 2 �l� }9p8f s>-isa '_' 6aT1 _E sar�o'la•1: o I I ,, r o North If- of cowrrnm-t ! J m N7'�•;'.is'q, ``! / + y _—Lot T, I Uon 25, 1 1 -� ~� ToienshlP 29. Rapgs 21 !/ ` \1550�4 / ! Qrs is ��` J"gni I 3 Miry noF N bolo 5 fee{ In width, and ad r,M rlQe le{ Idose, vY/ 9e ¢ G��/ly X7`75 f r� n � 1 L• I � ® � 9 h 9 as ° Faa , L--___ — —— T— d 10 kat In width and adMMr g rf9ht of way / Ilnea and -t lo{ It)' mt— olhwwiae shown on / /r r r enr ' 140.97 Y u thh plgt = ! 'u'r • Penatae land Iron mmuma,t w ;. 23.50 5491 - �� `f0,pp �� J 12 /,413�.rg?z Drainage to -c='` DI. Sro;? Ea,mmenl o Danoles 5/8 inch by 14 inch Iran abar ael "a.• 1 46x'9 11"E &c2 07 49 �``I it dRp X47r!." �o I t9 pL�9A Al/3F'-$ or ko be set n =md— with M9 Section ,`*o i 7" 507 ` ??y 'zr.,r "e',ls !a lm / �,i-1f vGIL t 1 64 606.021, Subd 10, end marked rith ?ieen4a °i If->Oralna9G A C.B.=NISZ630-E erg SE. number 40MI z f 7 UV7ftY Easement 11 + N87 :s4.10"E J } ffy�� 587"5506'W I '1 1359 i Yy.l4.1fi }53-74_—J �JiS 4n=-- ® 4enoles u1 PIS Na# lluu.. — -- _ _ 5. 4 --=-rltay9'4YE �' Carlson McCain ENVIRONMENTAL ENGINEERING S{1RVE JNG N2j55� �� 1 pA 1 t � 1 So 5 ^M1Ary 1 �1 t1 11 ` t 1 J G pp i- v '�\n 67"80- 00 i m - . \ 1 N `.1 �yy9ir 5Sg ` W I POO \ ,N a �- 13 rar '•'\ � ww N+ i 1r � ` 50 E` 1 s >a \\ 1 � ! �� "s 46-23 �� 10 A{ \ �`�s : ♦ � x�'R mom'' tP 1 s1N} � I \\ \ �� , r \ I `tbo•"�' \ •- �.� r'aG`� 1 t�\`s 13895 — + \ \\ ..rte 14 `1' �r 1 f fY'N7559s4E~\\ \ Sa' lbp It, �y w Fr", -rink I I I�----130.21- \ I � �✓ 1$ SM call 'q� -99"t 4 e�e�'! / r Ns cl M ?4 ` : /�_ -P� t I 1 A� %0'6 aT + 74'4z Ya a�gry L7 Sa3�j 12379 nim S r�1.r `� 1 r 9 ma .S°aF a �i� - � -_ _ 258.11 tiTy - ,i�jj3'1- � i `o JATJ =- 8.1 / \u• \ 1 ,n6�s¢ -0 —TJ / z 4. D2 732x4 {�h 25 25 A1' SJg�d,47.E g' � / `�� ,/'heh � �` � ��*•�y` 21.17 . � � M1 ! + \ 43. ' �� / 2 C.03'3i 15 / / y f ice\ >•l>ralnage 8 1� j. �,l�'' � NI 2 26 U9A Eas°menl 4 rNgle j7'45'E w- rs`/or n�5'46�w ,w //`•\` �l 000 //. +^,.\ e ' / / of r / < nip \ zic f / tw 2 n-tc4z'6r 71+'' z SY72. bS• A / 25 - ( i'24.5? N01'19 35" \ 1 .N! R1Eo` � i 26 4s.71MS� A. in sash Rne of the N-0--- / f v v r v +r1lr / /�)' MR P! IAe Northeast 1 a �_--587'40'13'E To.'I ofsantran 25, r, C 1 �/ ' x__ 48 _ SBs3a warms �f—"# F !° ipwnsnlp 29, Range 71 /$ r �' -'1 .—J ri �? 'w ew.� ? /8 J !��` v ! n78 4 ": - as so / / �1*p/ ® x! —` op wIry 24 i DRAINAGE AND UTILITY Yr:' oa °�1iga `7`4 / 1 t�y�� / °\p Ze>°� / aex5 0! 2s EASEMENTS ARE SHOWN THUS: t' '�4G24'9a °w, ` a^^ g/ s�}r, a / n/ mos ^1m sgssppp W °oI 2 �l� }9p8f s>-isa '_' 6aT1 _E sar�o'la•1: o I I ,, r o North If- of cowrrnm-t ! J m N7'�•;'.is'q, ``! / + y _—Lot T, I Uon 25, 1 1 -� ~� ToienshlP 29. Rapgs 21 !/ ` \1550�4 / ! Qrs is ��` J"gni I 3 Miry noF N bolo 5 fee{ In width, and ad r,M rlQe le{ Idose, vY/ 9e ¢ G��/ly X7`75 f r� n � 1 L• I � ® � 9 h 9 as ° Faa , L--___ — —— T— d 10 kat In width and adMMr g rf9ht of way / Ilnea and -t lo{ It)' mt— olhwwiae shown on / /r r r enr ' 140.97 Y u thh plgt = ! 'u'r • Penatae land Iron mmuma,t w ;. 23.50 5491 - �� `f0,pp �� J 12 /,413�.rg?z Drainage to -c='` DI. Sro;? Ea,mmenl o Danoles 5/8 inch by 14 inch Iran abar ael "a.• 1 46x'9 11"E &c2 07 49 �``I it dRp X47r!." �o I t9 pL�9A Al/3F'-$ or ko be set n =md— with M9 Section ,`*o i 7" 507 ` ??y 'zr.,r "e',ls !a lm / �,i-1f vGIL t 1 64 606.021, Subd 10, end marked rith ?ieen4a °i If->Oralna9G A C.B.=NISZ630-E erg SE. number 40MI z f 7 UV7ftY Easement 11 + N87 :s4.10"E J } ffy�� 587"5506'W I '1 1359 i Yy.l4.1fi }53-74_—J �JiS 4n=-- ® 4enoles u1 PIS Na# lluu.. — -- _ _ 5. 4 --=-rltay9'4YE �' Carlson McCain ENVIRONMENTAL ENGINEERING S{1RVE JNG THE ROYAL GOLF CLUB AT LADE ELMO INSET "I" t / f t fEolt ling of the Nast - halt of les Norib4ast s00i.7'19"E / OvOrtar of Seclfan 45, l Township 29, Rang• 21-�8J�9.--� Q 570.50 E ^._13.7 136.51 20.13L` -';r 105. a7 `}r 12538 L 211.05 500'tT19'E ^33.047/79 -"-= .253.93 - a�- 2 9 0�"41N4 il. Sak'SS16' _ �.N9V27'48"W -- .1y «y 'IV9 4447 7.3973 _� 5 / �l------> = 3wE .. 163 88.15 , 35.67 - - 1&1 06 Nla moot 35 76 D Y 540``}7bE g0 55,91 a=1Qx9- 173'3: EdyspranF � U� 1 �ln \ w �� & NI --- N0417/"#8'E 137.4a N04'53'46 11 Eos _ � i 7 S»Aralnag .r 8t'<80 roto 9q de UTAiI 1 _ 23 � aL9ii4+ ! 30.31. - fi i c� UtM�tY 79/ r __ Droina9a 4 Ut!ITty-� yd,, 'I 33 95 1 >13 d 50:73 12.52a Ga --1 lw y5r ,r`� 4 , Easemen! y �1 13 v on wim ,e '� w �� 7 r w1 ro'�6i r \ \T .� r 51 ��rPjo ry�y . a' 1 1 ,�30 37 N �. r' 1 /51 f t 0, ^y587°?x'S9'E N age l I �! I'- 1, //// Q 99; s%3 N\ \ o - e u/ 3 g ! s a ` 1 39 as 1 'in:t'241 w r 1 ,w / Sbr ei`..\ eg. 33 \ \ g _� r~---- I r I- rm o / ��- 5 \ 12 l> 11 1 ga E c_�p5tg•3 I ax N • / *0• w 4,y K'S 5• n + w -' la an ws a iaTSaOE 1 1 as 1 6a.Da 4 Q.6ry52 Q� Zs S io5o S la;� f I" ®I 1 1 19 t�^m I 1 rs % / a}�i ''\ h�° I•_�Oralnog" ,t �' ,'3g 1 1 • + 1 r, 20 17 i/ !E p p 20.09`^.I f 57 1 u ,uW a Na3'01'39•E 51 i 3797 1 To H 1 Irk^• A II 22 u I oe jmt'II I� a �� Il.n 31.1 I� r5# :111 '/i;..'/y5 �`pr ,- 5193 a9E ��\\\�Tr 13 Il,µ �'rr ti/�.. o r - �1 1a 5'a_ La 257 iy a= 1 4 v I } } `,b.. „a 1A= `sl h`�a oD I IT-,%2313r.za 46` jg 571'28'32•E 00 i r r `�C4ryTS 1 t5 ✓ �6�q5 ,,I.� r 4 10/ x 1� 1 4 r" _ ! �� I I � f' �7 /ta v � r . / ., ♦ L_ v I \ \ , � �.� � , ,r -'p >r � �� ' ( hT k I J _ -� 22aA� E // /�" ♦ \ \ \ v6 ter } I 15��2: N7 rt.��;11F °\'s- o° ♦ \ 14 + & ?6g ` / Gtc�r72es� Ts t3 L a1y37° 7r erj!> , 4O\\7 .i/ gi/ \ \ t . a''3 l° \� \, °P 0 10 > 79.02_ �� \\ `' / aP`if '�,\ \'� � + _/ a. 4°i Jnx' P'a\ ♦�? G o / �' w `R •' / — rso�\ / `'i a.\ \s \ p, .gen 4 �s'° \°' �iFa� 1�" ��: s A Sid' ,ya' \��+� �',r�,3pr..a,\ rv7 4r / 'r. \ b°° i� •3$". 26¢.38 ->r h/ ' 4 -�i.�. QJ '<S F n-5333'Aa' 33 e w I C \ ♦ 1i/ a 95 \ . s ♦ �» () / n-xes.aa a55 { 19 , 4i E.%r �Drl6l1"'1�0 y �ie #I I \/ e��.9? �\.iG \\ \ A�02bi06-'21\D9• \/ h ABSA=335 Gf-` 0 _'A 15 -0/Sh 74-36513711s9y' \ \ \\ \ \ ° 'g \�\� \ \♦- \ gC� I11il t` / / / /6 C.)y0S'2.a6 23.5a �, # I I of l� /� - �'\ ' r'' {+$\ v, kir 't7 6,�.\ e s ♦ \/,ys fes\\O, �q� ;yti C.B.�Nf)g72'16•E 4 6 wl I� �.- �,a�`�,5/,�. \. v" a \ �?�• �r°�ti •1�'/9•a \\ \ 's\ ♦ Imo? � IN: In 'S `�, //\`\'rk-Qtaz sc'ao• x I Ry7•fii �.� aw �i fl �v\ �a\+♦,� /� �,&+\\;r \� \♦ i �°h's° fir _ }kti , / ♦`� 9k's `b ; / \\ d, \ \'r ♦ �i53rt n 1_vd'n uryv,C�t-�\�\ ♦ \ VFi t,°, _ -(i�00'41'13• �1 \\\ r 35.D7_ ti S0i hs \ ♦ g \\ \ ' �i / / \ ♦ '/ \ \ S.y;4 n<:'s ('' \\\ \ b•� N 10'09.42 E C3D.13 'R2• �' 3 tea\'� /'y 2399d" jo VICINITY MAP )McCain Carlson ENVIRONMEN7AL-ENG1N€ERING SURVEYING i A' I £ 4 `"' ut1111r J �� T& 1 t �a879 � 1ve? pO�E 51}"55 OrieHalian of thio ewmg ayak- I. basal alt the Went the of Ga Mi. Lal 4, S-11- 23, T_ "Ip 29, Range a f 21. .htdr la aaR+mad to bear Nur81 OObe'17' Ea.k. R.1qq55Aa 1z7s 's \\ / s\ lin- and .rear lot line. ante.. th-4. shown on ' ^� � x•537586• /�\ \a-D4a2vs• \\\ \ '�\ /�pµa o .E 2 \\��.`� Z dIQ BENCHMARK 41w DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: G6..sDtaE 73�'tii �� ''I� ,C, r SS° Dena.- found ban mammal. MN/DQT 0510 Slakia+l !33853 (NYeEtSC c Denotes 3/9 Inch by 14 Inch Iran rsbar eat a la b. est In nc-d-- w8h 45 Se Hon \ � \ ♦ 4 ti y f 4a - / I I { I A t y e_5�55 110,96 Rei/f \`\` 3 � v ♦ t i A' I £ 4 `"' ut1111r J �� T& 1 t �a879 � 1ve? pO�E 51}"55 OrieHalian of thio ewmg ayak- I. basal alt the Went the of Ga Mi. Lal 4, S-11- 23, T_ "Ip 29, Range a f 21. .htdr la aaR+mad to bear Nur81 OObe'17' Ea.k. R.1qq55Aa 1z7s 's \\ / s\ lin- and .rear lot line. ante.. th-4. shown on ' ^� � x•537586• /�\ \a-D4a2vs• \\\ \ '�\ /�pµa o .E 2 \\��.`� Z dIQ BENCHMARK DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: G6..sDtaE 73�'tii �� ''I� ,C, r SS° Dena.- found ban mammal. MN/DQT 0510 Slakia+l !33853 (NYeEtSC c Denotes 3/9 Inch by 14 Inch Iran rsbar eat a la b. est In nc-d-- w8h 45 Se Hon I I c.e.'S08,b4'01`W numha 40356 MN163) Top of Central Disk EIsw.Wn 941.54 (NAgD 9R) I I { ,by'13/J�'�° 3� � v ♦ t I ---�__-J 1 L-_-_--_-_ i A' I £ 4 `"' ut1111r J �� T& 1 t �a879 � 1ve? pO�E 51}"55 OrieHalian of thio ewmg ayak- I. basal alt the Went the of Ga Mi. Lal 4, S-11- 23, T_ "Ip 29, Range a f 21. .htdr la aaR+mad to bear Nur81 OObe'17' Ea.k. ln S last In wld.h, d d 1fn side lel Ih W9 and 10 teal N width and adpin6IIIingfight of ray lin- and .rear lot line. ante.. th-4. shown on tMa plat Z dIQ ® Dmols. found Woah(ngtan Caunly $patlan Gomm ManumanF, as noted GRAPHIC SCALE 0 25 50 100 Dena.- found ban mammal. c Denotes 3/9 Inch by 14 Inch Iran rsbar eat a la b. est In nc-d-- w8h 45 Se Hon (SCALE IN FEET) 503.021, Sobd. 10,and marked with PC - 1 INCH - 59 FEET numha 40356 THE ROYAL GOLF CLUB AT LAKE ELMO I ST ADDITIOI`I SANITARY SEWER, WATER MAIN, STORM SEWER AND, STREET CONSTRUCTION PLANS LAKE ELMO, MINNESOTA VICINITY MAP SHEET INDEX T COVER 2-3. INDEX 4. SANITARY SEWER & WATERMAIN - SHEET INDEX 5-17. SANITARY SEWER & WATERMAIN 18. STORM SEWER - SHEET INDEX 19-26. STORM SEWER 27-29. STREET CONSTRUCTION 30-31. SIGNING, STRIPING & LIGHTING PLAN 32-33, TRAIL CONSTRUCTION 34-36. DETAILS T1 -T4. TURN LANE PLANS D 200 400 aDa (IN FEET) BENCHMARKS 1) MM/DOT CSID Motion 133653 (NYeECH WN163) - Top of Control Dlak Elewlion = 941.54 (NAVD 88) 2) IAN/007 GSIO Mail- 133601 (10AMEFERR MNIb3) - Top of Co tr l Disk Eley b- = 91104 (NAW S9). CALL BE FOFE YOU OIC o e° j� Know what's below. Cali before you dig. 3890 Pheasant Ridge Dr #100 1 hereby cervy that this plan, ep-&-tion Pri t N e: Brian j. Icr 5Wf1k, P E, Lawn: ASB Rev�siora. - /{/�{lwtq •cnvirnnment.1 111 f1-, MN 544n9 or repcA was prepared try me ar.nder my t•S1z5f17 Flnal Plan Set 5utm�ttal H.Cr Golf Course Development, LLC. THE ROYAL GOLF CLUB AT / �, r'� I , Phone. 767 489-7906 d:rea su rvlsrnn and that [ am a duly slg Nre g /� 2. 7/28/1> per city Comments //! M en9'ey'ng ( ) Y � °e$'9n - �= 11074 Radisson Rd NE, LAKE ELMO IST ADDITION COVER or . s0rvey�ng Fax: (769) 484-7959 Ekensed Professional erymecr antler b �7 WWW, carlsonrnc-r.corn the laws pf the State of Minnesota Ott: 4116117 tlrsnse 4. 25663 nate. 4126717 8lalne, NLN 55449 Lake Elmo, Minne50ta 37 z iQ a 50 Ica 200 (IN FEET) BENCHMARKS 1} MN/Dol G90 Statim #33653 (NYBECK MN '63) — Top of Control 01ak El.,tlon z 941.54 (NAW 68}. 2) MN/30T G510 5ka0an #33601 (KRAFTHEFER MN163j — Top of Conkr°I Disk PI -11.1 - 913,04 (NAVD 85}. Ca 3890 Pheasant Ridge DrA100 Iherehr rertilythatthis plan,st-Incatlan Pnnt Name: er1a63..kg9oNak,. P.E. Drawn: ADD Q°"'siOns 1. 3l2firl� Flnai Plan Se[.5ubmrt[al H.C. Golf Course Development, LLC. THE ROYAL GOLF CLUB AT • ep VlraRnlental • eng�neerin (� I • g Blaine, MN 55449 ?hone: (763) 489-7904 ^r report was prepared 4y me Ur under my � ��. direct saaervlsion and that I am a duly 9ignaasre: Den ed: alb g^ z. �rzahz per city i;.°mmenrs 31074 Radisson Rd NE, LAKE ELMO - IST ADDITION INDEX 4F �„>•►,,.�� Lr.Ca •surveynvg Fax- (763ja89-7959 www.urisonmccam.cam ttcenwsofte Stall of ttia Wws of the Stare ap Mlnnes°tn nate. 4126/17 cice^se +. z5053 Dam: a/zein Blaine,MN 55449 Lake EIFIIO, MIf11lE5Dt3 .�% \.r OUTLOT J, -may SHEET 116 1 Z5 22 21 20 ,e 17 13 12 t1 19 Q 14 16 10 0,0 7 lid�FLOA 11r CALL DEFOE YUJ DO ju- Know what`s below. 4L Call before you dig, Z -;Q + 0 200 400 800 (IN FEET) BENCHMARKS OUTLOT N OUTLOT F -.' - i 6+' OUTLOT 0 - { OUTLOT D j I iOUTLOT C r -- -------------- L t 1� ------ - --�->" -1 --- - _V 1' _ __ ___ OUTLOT D _ _ O I r I t 7. ___ _____ --------------------- --- OUTLOT A OUTLOT 8 AYENtI T 1— \• t nit 1 � � I � �S,IJ s` r I _Y --- — -- q< r ` a + I J - ----- - I -- - -- OUTLOT O 3890 pheasant' Ridge Dn#Loo Ip byc RIh 01 TYh1 p1 speclnca0an PnYNmne: 13 111K >� �k,P.6. a.�wn_ aaD Be°'=rets: H.C. Golf Course Development, LLC. THE ROYAL GOLF CLUB AT 4 8lalne, MN =5449 , r<w spmpaF tlbr In �.d-n,,. >,. srz6m Fiaa6 Plan $eL suhmaLSL p r SANITARY SEWER & ( arlsor� •envinamm�gMal r eery a 11074 Radisson Rd NE, LAKE ELMO - 1ST ADDITION of McCain Phone: (763)484-7900 L:en essi tlngn matluly sl9 cure:f /� peSl9netl: 61K WATERMAIN SHEET INDEX • FBa:. (763) 489-7959 the s f to S I E 9 e r untler f 7 +surveyrn9 pace: 4rzwrz I1fGnse.. zsg6T p.ee. 4x76,117 Blaine, MN 55449 Lake Elmo, Minnesota www.Wllsanmccd�n,cOm Nle laws of the Scn ce fMl nesotr s,..rw. aennl� rx,nn.Iaon-oosesorn-Inrwn a..�r.akro-��m�.^n.l�+a�..ml ,�mus*,�oreo>as�.��.e.e 1) MN/POT 051D Sbatltn /33653 (NYBECic MN163) — To of Can U.1 Disk p EAevo Llon = 94154 (NAVD gQ- 2) MN/DOT 6510 Station #33501 ii Zf (I(RAFTREFER 1AN153) — Top of C -1,W Disk D.,alion = 913.C4 (NAVD 815). � 7 OUTLOT N OUTLOT F -.' - i 6+' OUTLOT 0 - { OUTLOT D j I iOUTLOT C r -- -------------- L t 1� ------ - --�->" -1 --- - _V 1' _ __ ___ OUTLOT D _ _ O I r I t 7. ___ _____ --------------------- --- OUTLOT A OUTLOT 8 AYENtI T 1— \• t nit 1 � � I � �S,IJ s` r I _Y --- — -- q< r ` a + I J - ----- - I -- - -- OUTLOT O 3890 pheasant' Ridge Dn#Loo Ip byc RIh 01 TYh1 p1 speclnca0an PnYNmne: 13 111K >� �k,P.6. a.�wn_ aaD Be°'=rets: H.C. Golf Course Development, LLC. THE ROYAL GOLF CLUB AT 4 8lalne, MN =5449 , r<w spmpaF tlbr In �.d-n,,. >,. srz6m Fiaa6 Plan $eL suhmaLSL p r SANITARY SEWER & ( arlsor� •envinamm�gMal r eery a 11074 Radisson Rd NE, LAKE ELMO - 1ST ADDITION of McCain Phone: (763)484-7900 L:en essi tlngn matluly sl9 cure:f /� peSl9netl: 61K WATERMAIN SHEET INDEX • FBa:. (763) 489-7959 the s f to S I E 9 e r untler f 7 +surveyrn9 pace: 4rzwrz I1fGnse.. zsg6T p.ee. 4x76,117 Blaine, MN 55449 Lake Elmo, Minnesota www.Wllsanmccd�n,cOm Nle laws of the Scn ce fMl nesotr s,..rw. aennl� rx,nn.Iaon-oosesorn-Inrwn a..�r.akro-��m�.^n.l�+a�..ml ,�mus*,�oreo>as�.��.e.e rr �4 ►I n f! o";- Fj LLI l La �{ _ gL FORCEMAIN TO FORCEMAIN CONNECTION DETAIL TO BE PROVIDED BY CITY/BOLTON & MENK, INC. l . � BUILD FM AIR RELEASE MH I \ ./OVER EX. FM I 1` (SEE DETAIL) \ \ l 1 6" G.V. & Box - lI 'ti Il If - - ------------�11 Fi[;�—FN ��,'F:F+.-•r = _F_li 5� FNS—I-_—FY _ �..� FM , �*FL-�+.y�,�ll N 0 25 50 100 (N FEET) BENCHMARKS 1) MN/DOT GSD SWUM 933653 (NY13ECK M4 163) - Top a1 Cornual oink EI -6- $41,54 (NAVO 88). 2) MN/OOT 4570 StaUan $3601 (KRAFTHEFER MNI63) - Tap of Control of* o_tlaa , 913.04 (NAYD 88). 9 ��`iry l�bR dr _ a.. P• g' -1A DR ff FORCEMAiN-DI IV --- ---- --- --- -- -- - --- -_ �- - _- - -- -=-------------------------------- --- �W_� 10TH STREET N SANITARY SEWER NOTES Irt1H l�1iL �iL'•fa hF9Q� �R SPEdn�fAtl,ai.W �u13_<MW'KE 2. etl $hHPRY SORA FhS RPE SHAH i# iR3TM1ID etComL+a ro ON StARau� CRhWIC iW `d[Nu11M YeTneeC a6ppa.a u£TICa ttl-R RVC SeuRYry EEKR RVE) ]. mnvs 5wu eE � 5555 MSI[ ISFIASInu€wc us:nES ]°Mri � nrE uo • hu sew,w• sEVVt sL1PneEs sYeu aE I-iYcw rvc. 3rN. a. x sYaatx Nwm we PVE wm rm.c9 swm— A,nI ,ts YsauvsYLRrs RecweS°I�Iex�s:i5�nn a -i% oa ncu�OS�nuYOm0Xi:5Ys.'�wo{W.c.IL"� 5- Rt,v%W�La cpl32M Kh uq nrtars 5 P Gbfr C T PF REWu£Yi1PS aF onH SPEC ]2l6 (PCNFe4CE0 CatCFEIC h]E) Fdt ,YE hpE, 92E, e,E1 SIaE,la111 CUSS SPC4nE4 ItEIlE1N. ]. JpYfs X MYAKeE RSFft SCCipNS 9LF.L K NH)CE " CRewE YTM R�eW. b' R]+c Ja'Mr aROT,EA W ]tl, SevRhM' SE 2A '+hNxIXLS. clsw �m nm�� xµ nwIr mx+Lcmn 'c _0 u'_0 T°r[�vlwE scCniurin oc twE rnRE eRo Yu«ac ro twKe wwE 5' 70 I' -a' wxwati Sm„pI SMeLL x �NS,NLW VeptR ,xE WFE seclnw m uLrn, taR �,aYr w�usnlnvr .mL]svm Possv,tE. fie, ILL S[Rr%E UNC SmaS YV51 1NK R Z's3• WRRhCCa unRrSR �n1Y vfl/L sPItE aIn+IIYc rACu ,wE Em a roE m sl.ivrcn � E]mrndl. i Pax ac a ca+.Ec,aY ro w Em .a wmhm sc,.ca slue dr uw�alr. etaxrs su+� � mLtif,rtm saou oeonv° ,uE Eosla,c sE•vr � 55ILuutL,.s usthwRG waL]tnols PWGS e6 uE[OEp m rY[ msnxa uwwp-E I z J, aih 1 r - + _ - W NOTE; THE PROCESS OF 10TH STREET N V VERIFYING PIT LOCATIONS 940 . . . . . . . . . . .E940 915 910 ...................... ....................................... .:.........:..... ........ ............ .:......... .............. . 905 r 777 w ' x w 0 930 925 920 91.5 910 905 900 : 9 ..... ......... .............. ....:........... 0+00 .. 1+00 2+00 3+00 4+04 .......:.. .. .5+00.......:... ...S+Od'......:.. ...._.._..,...... ......................... :.. 7+00 8+00 9�F Qfl 10+00 ..... :.........:.........:.....,...' 11+00 12+00 ... .....,4+0 13+00 14+00 -"'" h¢aSantRidgeDFx2O0 theehyoMtythatthlsp) po tion pentNeme Rnan).Kayofiat� t— o.e„,n: nob N.5J26^1 H.C. Golf Course Development, LLC. p THE ROYAL GOLF CLUB AT CC son •environmental 81a1ne, MN 55449 ar report prepay d by Army 1. 5/26/t] Rnal plan S¢r Submetal 2. 7128/17 City , SANITARY SEWER & J OCarl •AnginCBrtng Phone: (763) 489.7960 dtmct Supe 151an and that 1 m d f S.9nature y DeA9ned 91K pet Comments 11074 Radisson Rd NE, LAKE ELMO - 1ST ADDITION of �� •51—yang Fav: (763)489-7959 wmr.LarlsaAmLLaln.dom U-n]aA orotas5londl Eag,n¢er und., me 1— rth Stat.eMtnn¢SatR ❑ala: vz6n7 License 1: 2s 3 aline. a�26/17 Blaine, MN 55449 WATER MAIN 37 Lake Elmo, Minnesota z � r 'X LO— Cq *— � -7,-04'- -- - - his. w N D 25 50 100 ( M FEET } 1) MN/DOT GSID Stat1w #33653 (NYBECN 1AN163) - Tap of Cootral Disk 17—tim a 941.54 (NAVD 88). 2) MN/DOT GSTD Station /33801 (KRAFTHEFER MINI INt63) - Top of Conlyd Disk Efa Ilan - 913.04 (NAVA 88). / --------------------—=_——�/J� sla]-. _ _ .. = - - - - - _.. . ! - - - •- : - ~ — -_ .. ' - Pr .•. — _ , ,+, _ y- 5 "`�— .i'W — w � - �1Wg.�iYf' � � � .- IAHa+, .aa --r av — M--- Av Y, �. -�� w ` al. _-mi __ yam. d• aiw >-- W —�✓�� W —moa: — W — ..a- r rr W ` FMI - l _ FI4-1a+aa - •+�RdaY'ix no li'crnr•.cu"iA0,0 lniorr rtnuel C) �f�� 2T + GRILL +' - I N 1 fLTFf STREET N i SANITARY SEWER NOTES 1 xli swluNr si.rEn •wa ascasawes YusT ee caHsmuerttz lA tlfLRWISF rBN THE rnr of w¢ Doc swolap sPEenlunals aw aeons z au swTAw senna avc Avt .sou lxarxum Ampmsw m pTr srxNOARo axxawC tbl-BRANULW WN AL BEaaNs uETN[D (F4f1 Pvt Suxixpv 9:Kk vP). 3. SRlESS N01w Bn+wrac Ill. Supanl aaelEp $Awlaar $Fr[a PIC PPE AMQ nTrNcs SHNi BE iM a5 nnN E41SmufaF r1G£Tm .pN15. a. xa suann. s�.cN scknrrs Blau a¢ �-oast Fvc. sw, w. } or Ir4lID Pre PPE raY nlRle9 aC CoeFORYI /ml!AiE REW6EYENIS or ran Eo-MIS�NgCA�1Di 9N TiE �M'15 � wµolsPEnCV1 V SANS. e. 1mkroRcm co•1BRErt n� ro moxa sou talaalM ami aHe Idn1eRD1FNR s1RE%w� aaePE.ss .ux xull� m �vucr¢Tc riv[7 roR n+e me szE. uo T rs eB[is v' Roc Hrs� w i off alt si�wn� 9nr�x wwiolcs� a. sAwTHm sera auT awp amrr P+es uu x .n]rm m me YAu+de .am A�a+A1ElEa. � u°�iaH�ac'ro r.Nc v�iatc� ro wwr arrvmnYa umeucNT ix lxscNr Ea glow T1lE CaFF sctTna rt w me r�oa r�ccHi w�+v.l.rorr lnnc�n aysselc, 10..l1 SCA4}CE 11HE SLABS u� HAK a ]'�9� klnamaP 11AN� aaM ueTle mxE wkalua rrwY ]NE oa or PPr w nNaan cR.cc cacv+.rkal. 11 UP[N NHaNS A CONNEaIa)la o m Galalt Sa n- SE sTUb BR %LLHHaL ai twT[tu�Lrurtxa�.t oriucsis NE�m[B�w�rNe �w++n� 4 � LJ fn \ 1 W \------i[�---_-"�._-----�-1 to 920 NOTE: IN THE PROCESS OF ... , .. �,?.� �. � t.<...... .. ................. • ....... VEf21i=11NG PIT LOCATIONS t[7 ' 915 w - 10TH STREET N .�. ...... 910 :y 910 . ......... ...........�.. . EXIS11NG..... .. ... _ cRQUNo 905 s�,pS 905 — _.... . prH. �71C 8.0' -MIN. QNq� a CANER 900 900 ........................ 895 895 ........... -- P OF GAS MAIN 890 _ _, #884.5 . ....... ....... .. R (7/6/t�.r,t��.� o.Q......... ..... 890 8$5 24" GAS MAIN ��— $$5 ..... (FIELD .VER3FY). 1 880 880 w w w a_ 875 875 Li �........... :. .. ....:........ _. : :.... .. .... ..,........... . .... ............Q' CAS" f. AIN' \ w ' - {FIE1J7 VERIFY) *87 8 � GAS MAIN: M e 870 u1 (7/6/11 NNG PR09E)¢ 16+OQ 17+QO .... 18+90 .....: 1 ' ..... . ... 9•+00 20+00 .21+00..... .. - ..22+00 .. ...... .23+00 ......... 24+00 25+OO . 26+00 27+00 26+00 'Y McCain 3svopneasantxdgeDratDO Ieorebrtemttvthatenlsplan,spafflwtlon l rt Name: Man 3.Rryatoeak,P.E. Dawn: ADa Rei"0 s H.C. Golf Course Development, LLC. THE ROYAL GOLF CLUB AT SANITARY SEWER & Q•environmental 0lalne, MN SS449 o rep.9 was prapared by me or under my 1- s/26/l7 FEnal man ser submlKai /►�• :environmental phone: (763)489.7900 dxert supe lon and that l am a&+ j signaKlre� assigned MN 1107x1 Radisson Rd NE, LAKE ELMO - 1ST ADDITION WATER MAIN of M(+� �71� surveying Fax: (7(3)9N9-7959 uteri sed Pmfessbnal Engineer under vCai w Caf onmeEalZc'.rn ma+aw�p+roesMt.gfNin.—ta Dale.g/Zwl mane.: xsa7 base, a/2s,17 Blaine, MN 55449 Lake Elmo, Minnesota W/1 /,,,t ' 3 `V�.�'V - I r/�1 `, k, W r LLJ LLI LLJ 10TH STREET N 1 UtH STREET N I BENCHMARKS 1) MN/DQT GSiO Station /33653 (HYBECK MN163) - Top of Control Disk Elawtiaa - 941,54 (NAVD 58). NOTE IN THE PROCESS OF 2) MN/DOT GS Sla o) #33601- Top of Cwtyd VERIFYING PFT LOCATIONS Disk Elawtion = 913.04 (NAVD 44). 940 ; SANITARY SEWER NOTES M1 SH — sr1tN MTP +'aESAaaEx r43]' EE CCarSlalKlm M ILCOkCIKE MM MP qh of l/a¢ naN —aMal SMafV4aaa N+P PL114S. - ........ I- MA SMarMm Sf)rER G4C GRE SN111 of xV— aeC�llw la .1 S .WO— ururrlo ,0.1 "gtMN_M -'Vee V,—s K,N90 troa PlC —nm" SErrn PVF). 940 ]. laa£55 NotFa oiHnaWF. ML -- aNEtfl1 SMI R4 Kr s,W, GNC RG€ INP FRiP1a5 SN1LL aE Soo 35 MIH—aNrFIC —DV 4P . . PROPOSED a..0 s4xnurr sE�.tn 3ExaaEs s,Mi eE .-wcN wc. sal. w. x �+oanl u+,3r<P >.c RGE Mn fnw5s vwi mrr�l •1n, 1Nt aEauxwENts 0< ASTM P-aoss Foo 1Ha SIrC S'raMPNa quENsa1 NISIe [ma. IP,P Saa]ICM IKWIRFLE+irs uI1Vf.S1Eo fI iIrt GI/16. SaEr 3PCNS. MIP SPCt]AE GWa.KIIX15 GRADE 6. pEIW'oPam CONGI¢,rt r,M ma Fir1a145 — LP—' rw a 'Rage* OF a C01 SMC ]23a atxrarcm CorCaEfE PNn Faa 1NE rn� sn w nanN 4S5 11€AQI, 935 905 ] .Ism PF M+Nid_E k, xCnOn 3VUli K 7acu[ Wa r4tao,E waN a IeBOZ v auq ,HMIs. Gpanom PN Ml �Nrr s[aGa YAHHgETe. ................:.......:.......:.. :......:. a. r"a,.m°ailon'c�P -+o u.uPnmas eiNnm+talEirt PG THE DM W P YYraIDIL Yd iM� AME � :. _.......... - 935 1� p 0 i -P' A I' 1' Yw,NIpU sE�TPN SxVl aE INAM.IID Om Tc —c sEC'feW io allot far Hn— MyoS,uENr a1( EXa PoS561E 1G. IEL Sne/0E W,f sllNfi MUST Nb4: R 2',2" 14w➢WWa NIRKfF wnN NFTK �r'� 5,] LL.. i 1 y ' Salm aUIaMW m9u *HE aro Or GPE iO F1N,5NEP 4a,oe n%YAiMI =-------------�_ � :------- - - -____ _ - ___-_- --__� `}�.... -�......STM�j J ` �`^ � `' st.s , N mralFy+pN Ta MI E]JSnNC YMnARi 5[1KR 5'toH Pa auG1uC Pxf Ma. afBa,s a,Mi @i GaEIT.N29 r>+a ENiUhNa rli DoSnkP lrpt er STA. 57+00 MH _ �,�, IAUEPNIFtt aNsfMUNa rlionna GtLiCS l5 x[IDm IN iNE [fISPNC LL4mtiF. ... 1 LIFT STATION 925 I.I.* l (BY OTHERS) j ... :............. . .......... . . - fi" PLUG V 1 6' PLUG in 1 8 IPS DR 11 FORCEMAIN DIRECTIONAL DRILL) I J \ IIn 1 } UP _ .. .. ....... ......... :.. . .... .. ................. .. _ . ..... ......... ....... . - 8x SAN'SWR'...' ' 30+00 920 .. ... -.. ... ..... ...... 36+00 37+00 38 +00 . .............. ... .... . ......... �39+00 40+00 .:� .....: ... ' ....... 41+QO 42+00.. 25 So too � Cal"�SOn �DFO 3898Pheasant4itlDaDrC30D $lama, MN 554x9 14emhyccrtfyNatth;splan,aP—fl-ban Na.,PlntRria,I.KySloRak,G.E. or report was prepared by me or unser my orawP. aGa ;p (IN FEET) 1 UtH STREET N I BENCHMARKS 1) MN/DQT GSiO Station /33653 (HYBECK MN163) - Top of Control Disk Elawtiaa - 941,54 (NAVD 58). NOTE IN THE PROCESS OF 2) MN/DOT GS Sla o) #33601- Top of Cwtyd VERIFYING PFT LOCATIONS Disk Elawtion = 913.04 (NAVD 44). 940 ; - ........ ................ 940 905 . . PROPOSED GRADE 935 905 ................:.......:.......:.. :......:. : . _ ..,,_ � :. _.......... - 935 930 =-------------�_ � :------- - - -____ _ - ___-_- --__� `}�.... -�......STM�j J ` 930 cn ... ......... ... ....EXISTING .. . ........ .. :.... . .... � 24". S.WR.. .. ... ... D : CRO CROSSING 925 SO MIN. COVER = : : j ... :............. . .......... . . - fi" PLUG 925 in 1 8 IPS DR 11 FORCEMAIN DIRECTIONAL DRILL) - ..... �� - 920 _ .. .. ....... ......... :.. . .... .. ................. .. _ . ..... ......... ....... . - 8x SAN'SWR'...' ' 30+00 920 .. ... -.. ... ..... ...... 36+00 37+00 38 +00 . .............. ... .... . ......... �39+00 40+00 .:� .....: ... ' ....... 41+QO 42+00.. CROSSING � Cal"�SOn 9� 910 .. .....:. .......: :.........: :...... 915 ................... :.........:......... :. ......................_-.......... ......... :..... 910 905 :.... 905 ................:.......:.......:.. .... .:.................. ....... � :. _.......... - s 900 - - ..... �� - ... .... _ .. .. ....... ......... :.. . 29+00 30+00 ..... ............. .. ....... - ..... 311.00 32+00 �33+04 34#00 35+00 .. ... -.. ... ..... ...... 36+00 37+00 38 +00 . .............. ... .... . ......... �39+00 40+00 .:� .....: ... ' ....... 41+QO 42+00.. � Cal"�SOn • enmm�menlsal 3898Pheasant4itlDaDrC30D $lama, MN 554x9 14emhyccrtfyNatth;splan,aP—fl-ban Na.,PlntRria,I.KySloRak,G.E. or report was prepared by me or unser my orawP. aGa AeNala x: t. srz5/t7 Flnal Glan sec suam,aal H.C. Golf Course Develo ment LLC. P THE ROYAL GOLF CLUB AT SANITARY SEWER & McCain en9ineanng •survey6n Phone: (763) 489-7988 Fax: (763)469.7559 dIrm supervision and that tam a duly Signature: A U utenmd nmicssional Eng,near unser Ge49netl- R)8 11074 Radisson Rd NE, LAKE ELMO 1ST ADDITION 4f 9 wwwcarl5onm<caln.Corn Me laws of the Slaw ofMmnesma pate: 4l25/I7 UCenser 25061 !late 4126W Blaine., MN SS449WATER Lake Elmo, Minnesota MAIN �• 37 SAUITARY SEWER NOTES GENERAL SERVICE NOTES: , u� swoon scecx wo rcczssora� wsr � cnrslascrm w rccomwct Mor r„c Gmr of uxc oyu an v zvcar,rw,wxs irw orr,.,s z u1 saorrnr snrta r>K wPc sxru ec nsrwm 4tccrmwn m aTM s*.Hawn 1. SANITARY SEWER SERVICES SHALL BE 4- PVC ox4axs .o •a anus e. e a ea�xa aamoa I on P c s wru r c., mac) ©G SCHEDULE 40. > xttss rwrm mr� rz1 swo,n wiu.m ox:raw �rrrx wo Pwc ao rirnxes swu rK mw as .mr o.rrouasc cxatim aadvrs, 2. WATER SERVICES SHALL BE 1" COPPER TYPE K s seonnl «rum we Fx ato r,mxGs swu. tanraw e.re mt'�wa+ts J` AND SHALL HAVE 7,5` MINIMUM COVER. or tis�u o-w. tae nc szc srwnua 6uasx" cuto tsoai. Oto smewrH - - _ Rm,naF.pm ixor om ox ort Pwrs. sxcFcrwrs, am sPlcna PPGorsoxs 1 - a �, 1e � ,•„ ,,,,,,,� g+.0 �,,, ,,n,l. ,xc rs6amterwfs 1 � y �- � _ _ 3. SANITARY SEWER SERVICE WYES ARE STATIONED �nxna 00-c" -0ric say wa L _ _ - - - MH STA. 53+/ FROM THE DOWN STREAM MANHOLE. J - _ 50 ro a wmVys�wo waca" �� 3 �� a,oza 4. SANITARY SEWER INVERTS ARE SHOWN AT THE Mva�n CURB STOP. a A ,'-P ttl V-1• Y.4MIIXE SE"nn11 SLWl eC INSf 0 UNtEA tK W E 5[L t?x 10 iLLM fd[ WEIGH WM'rvMrfNtKrr POSyR¢. \ / ^Y O\1 f'- _ i6. 9atvrC€ leCrm� Y�'u� Irv.iNerC Epa a RCN FWekE➢ GPAGC CLLYATgH. _ / �_ _ . 1 P�4' `\ � i r wwr "au+c .. twrrtcnan m .e txsPxo swrwn sE.cn sna as eaanr. % \ ' r✓ B" per' N - - - -yR,- - �� 1x a - - H 9 StA, 55+55 t�m�o omws stwl 6[ PPtvwrto rrmu vnre+c n,e onn,"c swan+ sv \ % '' _ _ _ _ ' +nr rasnlunG ..rwrr oaks .n xrmm iK rrr cxsnxa .a«w� � $ CONN€ TO uFr STATION N MH q STA. 50+75 ©UTE aT S fi 4 \ LIFT STATION MH rk STA. 46+00 !-r'^��''`- �� \ (BY OTHERS) (y Kr"- _ _ + ' i__-� � - - - - - f�r a 25 50 taa MH STA. 97+0 // � / N FEET —�- ---/ BENCHMARKS MH STA. 47+5 fyf �` ��\ \ \ 1) WN,/00T CS13 Station p33653 (NYBCCK \ \ \ �\ •�c Eh—t) - Tp of Canb-a1 Elewlia n = 949.54 (NAW N). as). (MAFTH 4510 NIO-3) -33501 � (xr;Avnt�a xN1a33 -Tap. nr cano-a MA EI-U- - 913.a4 (NAW aa). PALMER DRIVE N. sTA 46+00 ... .. .. ..... ..... .......... . LIFT STATION'. .. ... MH R€ 894.95 srA 7+50 : (BY OTHERS) - 5Tk 55+55 STA,' 7+00 , �� \BLD-19.45 MH R =891.20 MH E=890.72 MH E=891.32 STA. 57+08 5 LD=i 6.39` . �r STAMH +7888.37 sTAHf50E�889.70 .... 2 LD=i9,44... ......... . 1 LO=20.fi8......:.... R€=891.32 uH $95 ....... . . .... ....... ...... LD-20.68 1 \ : ru, �14.92- .3 LD=1..47 890 \ PROPOSED �............ .... ......... ... GRA ...,, PLFFCE FUTURE _ 890 HIGH POINT At EXISTING.~�`� �� _Zy11Ni__ _-_ HYD TEE _ FUTURE.: :r GROUND -� 12" PLUG / 885 - 36" STM SWR C0 ........ 885 ........... ... rCROSSING' .. y _ _. .... _ -..... -t \ 880 FUTURE 12" -�� f, 'y SUTURE 12" DIP CL. 52:WM 880 .WM- -CRASSINO. _ _ ._ . - --- ; t - - - z - 24" STM SWR MAINTAIN 24".SEPERATIQN : ;CROSSING: W BETWEEN FUTLtRE WM AND 875 875 T STORM SEWER: C SING . . ..... :. _ ... . J 6" FM ROS ... 1�,-8' PwC SDR LLJ2B O 0.40X : 8 PL : 2 -B PV R 35 325"-8= PVC-SDR 35 O 0.4OX / UG B3' TOTAL 870 71 " CSD 0 0.40X... ..-- ...... if 870 a3'-ii' PVC soR zs ® 0.40 14s Pvc' . . :. ... ........ 2 ...... 5tiR :26 O 0.40X 94 8 ' PVC ' . SpR 26 O X1.408 43'-e' PVC SOR 2fi ® 1.00% 865 : :... 20'=s- DIP 865 ICL .5 ... ........... ... ..... .... �...,. . 2 OI .1 OOR . CL INV. 870.01 w n ti w to v1 W w Z ' m' m - i A - C 1 I I .....1u�i ...... 1 ....-.. .. I a INN QD CO .... .... ....... ..... �..,...:. ... 860 I m 8ba . ad Lr toP co ° ° ° `0 w 855 ..-. ....... ..........z ........ .... ..........., .......Z....... ......-....,........0+00 o+DD 1+00 fGa3foo4+ob�+do 8*aay+oo $+oo9+0010+00 11+00 �C�l�SOt1 3a4aPhedsantlUtlgearR[Fa [hcrbyeateytlwtth;spare,spet,fiWnGn Pd,tm—e 1361.31 'W.k.PE pm n: Ap9 R $113^1 H.C. Golf Course Development, LLC. THE ROYAL GOLF CLUB AT SANITARY SEWER & Bkafne. IN 554.19 o re ,, p Paretl by me M under my 1. 51X61 i7 Foal Plan 6137 6ubmn[al C .eenviroAmerttal- 2.7F29/L)perGryCGmmms 11074 Radisson Rd NE, LAKE ELMO - IST ADDITION of 1 gdnecng phone: (763)499-7400 a;ettsupaesWITandthatIamaWy sgnapre �4 ,/ ,�- Desgaed el WATER MAIN ? Mc\/w '� �s��ey; 9 a . pe�)as9-r9sg u«y:EaP��:eon.k�a�"�. aarr pate, 4126,17 U-.... 25MI pat. 4/26/7 N 55449 Lake Elmo, Minnesota www.ydsonmccaln.com Ct+e taws at the state a MI.—ta Blaine,r e FSI'w.+wa>>-a�lwra-n�np�.�saev.mnxr^aNminm•..��WMr�.n.memreeu�,r�n_ GENERAL SERVICE NOTES: SANITARY SEWER NOTES " N sc m W �ccss�s K eo�,a„c+,a . ee 7 , - sIWwm nE mor w¢ n o suawwo "a as MD u -s SANITARY SEWER SERVICES SHALL BE 4" PVC y y � 1 1 t 'y � I / x. au .u,nxrr scwm ne aoE s"w. eE +rsTuaeo rmudxao ro urr sT,waann 1 1 ' Sarw-0+4O / /Lan"nc ,os •a+a,ww+a amo.. "tn,00 nc .rs.xxnt.,ar sfTa>,) y p y r SCHEDULE 40. (UNLESS OTERWISE NOTED) \ \ 1 y 1 y BAryPJSE 1 (WYE & RISEN / / s- a ,.mm onrn.ts[ xx� skoor" xuam swn,.w .earn aw awc Ono (wte & B RlSEA + I 0NL1') / / acs �.0 er scR as mR [wsrourrx c. ..atm .>..a,a ONLY) ER I 1 ONLY) i I / / 2. WATER SERVICES SHALL BE 1" COPPER TYPE K y 1y yy ( RISER 4y 5 1 1 t MH � SF 6+75 AND SHALL HAVE 7.5' MINIMUM COVER. soon wa.i m �c E"E wo � nws sxc mNroRu . nc acaizcm rs 1 _ L 1 i 7 / i ..os ;nw Ou°hu �i so�c"ca '"ofsoa¢j i. wmo�s��owm i 4 saw"1+sz y 4 ONLY) y s 3. SANITARY SEWER SERVICE WYES ARE STATIONED (w•YE a RISEN y sew +66 e. a[m gRcto m"ennT rvc mo m .�..wu po.oa na acwe wea s \ 1 GNLYy y, _ - ` _ / / (wTE :k Rlw FROM THE DOWN STREAM MANHOLE. x °° = sa (m�anctn caa"Erz "moo mn c nT[ s E uo �'�� ONLY) sr roan s r sa m ". N[ a[ oHco[ cam[ w \ \ YC & RI7s it y 4 i - 1 N• ;,-j` �- STA. 40+5 4. SANITARY SEWER INVERTS ARE SHOWN AT THE auaata ro aa0 arms —XD a uz s."nm \\ \ {wrEOntrJSE7+ 1y y y 1 Rl�t�`\-: zvn3 j TO i CURB STOP. a yswn�a s w� a e µo amn eoes sw� ae a"n m c " arc a " \ I , yNRE r2r i rwcmo, a.oaeec wxiwnera eanernw ro uww orrcarva sernaver \. 5 n a - " - - \ i ac n.c .++o ".a+nta ro TH aucr. TA. 36+00 MH \ `r ~ > ' _ ♦ 13 � j -!- ">> � y" - v 1 -- - - . - - \ � ,• i � o A' w. *100 +1u4x rati,rxrrc�.u�unnv acxx �u � me ooae \ 0� 1� k \ f i re. NL sua sn,asr nve • :-.z- «.aa,a,,m u"exu rdm uau _ SRKE Pvxa¢ rwu za4 wo n nvC ro rw®[P PWE ¢N+TOa, \ \ � �\ axwas -- l � } rfY1H � STA. 38tH ♦ ssw-3+1 z \ \ r\ �, -- `-m, 12 ♦+. uroa w+aaa . raw:cawn m .x ox,Ti"o swauer sewca an• oa wwwac, ♦ ♦ ♦ ♦ (wrE RISER \ i•.•,� ' - -� ' y \ _ -' �cr 4,p aTaar srwi ac macVoOm raa w,crare ma oasme s� !n ♦ nntr) > I� x l 4 ♦ \ \ sr<w- +sz "muna ,wsnwaa nx rRn w o RIs u m r at Lanao "n STA, +0 MH r l Y J` 4 ^ Ir� 1 \ •..\ \\GK� 14 ♦ v � i, 4 _ �: � � I � • � , tip. ♦ � // v ♦ i 1!-� 41 II �( ��11 I V \ i i sxw-D+zO i> 1 I I ZV� ` l I \\ \♦ / i Sam=O+ts ,0 (WYE x RISEN / l _ _ _ _ S !I 1 \ \ ♦ i i (wrE rr RISER r L ONLY) /i �� L---_ -- 1 ,I A \ u�i DtLr) DUTLOT P w�cy 2 0 ,'`: - \ \ ♦ MH Ck STA. 42+75 ! �•� /p�� //.. 1 -a 1 �III 1 x i i ``� 9 1 J rk STA. 46+0 MH �� * oo i y :✓' l ; �Ir-1 V I I \\ \ ��\ MH STA. 43+45 6 S� OUTLOT Q 'a .} " MH STA. 34+00 ------ I I i !f 15 e �� l f Sy o 25 so loo \ \ \ \ ♦ ♦' ' r —., _�'_ - - i `n : ' ( IN FEET ) / !f ' j v ,r -~�! I I; I, I �SC! ,aI. `1 - �� ^\ �\ Iv\ \ y - \\♦ \\\\ \ v \ ♦\\ \\ ♦\ �/// ?:' 4'C�`yee�� :.7!` r � �,-��_r�- `'� BENCHSTA. 33+14 MH -----_ - -hll;l16 1) MN/DQT OD Skol�on A#33R65�s3 . (�NY B€CK ! W63) - Tap f Con" Dik c J ! I! \ \ Elmtlpn - 941.94 (NAVE) 66) � STA. 44+75 _,,/ ` 1 K• { I I I I \ \ \ \ ,/ ti. I / y ' f 2) MN/POT GS1D SLatior /33601 7 (NRRAFnfEFEx UN163) - rbi, n1 Con" Oink El—kion . 913.04 (NAVR 88), ... �. STA. 33+14........ :STA, .34+00 ..... , . STA,. 35+A0..... `i -STA, 35+00' ..... . - ... . -� 'STdI BA L M E R D , I V E N ■ ' . . . ... ..... .. . STA, 43+45 .... _ ... ..... t STA: 44+.75....... ......... .. .. - - P '.. MH E-898.09 MH E=896.63 E=898. MH RE 898.07 sra 45+00 MH RE=898°95 FAH E=899.20 MH RE=898.70 MH RE=897.63 r': Lr STA. 4o+sa �� 16 L!}�16.46' i BLDa17: fi 14 BLD�iB.§1 11 LD=18.14 ' $: �D=2T.87 900 13 BLD=18,51 `T2 BLD=18,39 --- MH RE=89fi.45 STA,;42+F5 .� 1`g Mk RE=894.95 PROPOSED LD=1838 _-- - ��tE3896.e2 MFF "Gf�A .. ... .. ... - . -A• 1 ``♦' 6 LD -19 45 9DD 12 FUTURE STM 895 EXISTING PLACE FUTURE . - . .... HIGH- POIN-P SAF 12 FUTURE -STM. : GROUND .. ... SWR CROSSING . 15"- FUTURE STM HYD TEE SWR CROSSING r MAINTAIN 24" SEPERATION : ;1 SWR CROSSING 15" STM SWR _-_�-_ ______ t_ BETWEEN FUTURE WM AND 18" FUTURE STM 9 CROSSING STORM SEWER 75 MIN. -_ CROSSING 890 (SANITARY ONLY) : L COVER SWR CRD ! r -� __ FUTURE. 12". MP CIL_ .52= WM 89D ) PLACE FUTURE r > INV. 886.30 n.. 18" _ _ RICH POINT AT ; FUTURE 7 - C HORIZONTAL r STM SWR - -IN 24 SEPERATION WM TEE 885 ❑E WM.OFFSTF.- :. � �. GRb551NG BET EN FUTURE WM AND M . 8UJ FUTURE 12°' { MAINTA S�WFR•... , .. .. , INV. 886-99 WM CROSSING : m ozb o - + . a r- ' vr"i w r~ : W Lu Fu ruR� 15" + : a CONSTRucT 10.18' 880 SJM .GQs.Slrfc .. e6 —e :PVC 100 -$. -PVC .... ^ p o ¢ —� v=t 880 S0R '2$ ' e D.40X 100 �8 PVC ... _ .... . AVC SDR 26 p n k OUTSIDE VERTICAL WM ONLY)SDR 26 O 0.40. f o a o + a ' DROP CONNECTION ( SDR 26 A 0.40% 213'-$" PVC SDR 26 0.40X ^ o �� o : (PLUG) 163 - $ 0 875 ........ ....... . • .. 76'-.6" 40V . CLINSTRUGT 6.96' 224'-8" PVC 5©R 26 9 O 40$ OUTSIDE VERTICAL � 129 8. PV(w 875 z DRQP CONNECTION (PLUG) SDR 26 0 0.40% Si)R 7U -8" 13VE .. : ,SDR- 26• 'A• 0:405 6 0 0.40X .. . 24..8..PVC z : 26 0 0.40% SDR 2 B7D MAINTAIN 18" SEPERknON O U v 1 . .. BETWEEN SANITARY SEWER 870 ..... ..... tr w INSULATE : _.. - ..... ........... .... ...... ........ . o a .. STORM:SEWER dr - , 4l w. r}1(F pry z 3 w fit :. : 1n �7i` Ln 1 Ln W. UVJ .t co M ccca ' -cc S co mt. to : _ zo 10 ' co : � m " m : - a 4 C 1I F 1 ( 865 ....:....- I rn.-. 110 1.10 '.I f 1 on q1 - I (� I I nn �Nw a m ao o� qo ' m : M 'rn . bd nd : ti Lfj tri ori Ln _ M 170 130 . CIO ..... ........ zz z z' .......:.. z ..... _- z z z w 00 0+00 1+00 2+00 3+00 4+00 5.00 6+00 7+00 8+00 9+00 10+00— 11+00 12+00 3896 Pheasant Ridge Or a 101 1 hereby cemfy that NI. Plan, sp.dfl-Ron vrint Name- enan,. ry.torax, r.6. aa,aa. 6oR 1. 512an.: H.C. Golf Course Development, LLC. THE ROYAL GOLF CLUB AT ry /y� alai MN MN 55449 or re 1. 5176/)7 Fnal elan Se[ submat[al p 9 M� SVS 1 4nvironmental t-perA toa aoedha ma or ud ly lr' SANITARY SEWER & a • I en ineenn Phone: 763 459-7900 dircc[suveMslbnandlhatlamaduly S,gnature. 2 Dea,gned RJx 11074 Radisson Rd NE, LAKE E WATER MAIN �11iCCC�11 j ,.n�ay;nga Fax: (763)4139-7959 U—cdPmfun. nalEng,nnernnd,r A LMO -AST ADDITION of L www.catsommcaa+n.rorn tnelawsofthe 500ofWooesata DIte 47213/+7 rae e. 25061 nate Arz6n7 Blaine, MN 55449 Lake Elmo, Minnesota 37 GENERAL NOTES• L DIRECTIONAL DRILLED PIPE SHALL INCLUDE TRACER VARE (SEE DETAIL). 2. PERIMETER EROSION CONTROL SHALL BE ADDED AROUND THE DRILLING PITS, 3. RESTORE GROUND WITH SEED AND BLANKET AND/OR SOD (IF NECESSARY). �y�-•L� °ems w� w— W—r 'Fp �. •1 v � w�— w r y�q_w�y—N�'n w 1+ '/ / w�w�•t—•w-�..y� 1 w r r1 OUTLOT D fr'� f____ ___ __ _ _ f!--------------�,_— 10 '--------- __ --- -- 4»C __--- - 4" CIPS OR - - RCEMAIN (DIRECTIONAL DRILL) 1 r.'..' --------------- r 1 / — — FM oo FN�� aHoo FM —`�" I 1 ir0MDVRECT,ONAL DRILL) Ill / ---------------I f �------------------ - x STA. 33+14 II `L 12•WJ NR^ q �fa A I r `— HYDRANT W/G.V. I I —YYYfJ 1 II TEMPORARY) r OUTLOT Q r ISD, j a i ( I I S 12" X 6"—REDUCER 5N — 9 5'-6' DIP CL.52 8 I GND. EL. 895.0 I I � J 1. .�— ...,...�7. ........... .. . W WATERMAIN NOTES ALL NA,ExMLIN »o AcersoHcs uusr,x CQNBnIUG1Ep w .aD w,N T,e arr a IM¢ ¢Mo sxMmwD sR:fdKM1p4 .rn >Kru1s. 2 NNWPVIATdI er U` ISnNG VLLtk+ p"li to RAFWNLO pAY lM GT! PERSONNEL a Mi[Ja,MN SWLLl BE dlCTli IRbI RPC rlk'ASED w P0.x[iNnES£ lLrSS-S2. . ML mmlcs s u �MvcY wlw cusr svEc, ze„zat .0 mnNcs a,+u eE hW',EE e,ON RPF MIN FCL42111(tFTE O.YAA.PIi. ILL p`NH[C11Rti SIWL BC NsfFUFD GnU>iNG COR -BLV[ NV,i A B6Efi. B. HaE ERIE yMYEJ P� ML APPn�,kNJ � TNNUON ,: . B LPPNOVm tlW WK MMM145 "UST CCYPL+WERYld1 LEZDM" tONIR41 SEx4 x"+10 011 Y. M5E @VTRRRT VMYQ rL%P All F.PP11GttM3 ptFArf,t T,O1 IT iLgH[5. N�L,rcWlYC4 su.',L � Y"Clt£a W4SLL`- 1r. CR H'?AUSD MNL BUFTEAFLv : sN,4 Go1faY L,1N cu" �E .el,� � 0. BOUT v.NO rrn5 ax NL VLLLES 1110 IM1DaM1iS SJl"L � irMnJ}S yTEiL I0. aLL NTMUNIS SNML � t"gaELCp J,4 r. Y aMx Df tt'A& I+ FB,t"°m'na s law x° +"N00ELD P�u.N"aim�M wPl,wcD ea+L1. ,Z N}gGN15 SYMJL NLLE ,N9 U111.Er tBIlR NN J-1/1 ¢D.1 HOS[ CpR1EO,gNi Mtn oNE : smxz ewalc pBWEl re-e� Mn PENrFmN M,r END tl.P 1J. ,NE do" S,oP 4FvYL ASSOaT swu xAYE A MWMU4 t -R LpIImMENr BLnR FMD SHML EYrEHO D e1Oli5 .1BQE nN6NCO fnSOC rV[LY £trG'Om. a. ME CONTry,O1p• ANil eE atrcONP� Fqi PPMpW LMtFR Tp HONK Mal ---V--- & -& Box ----------- - 12" X 6"—TEE 20'-6" DIP CL -52 ONO. EL. 908.7 SANITARY SEWER NOTES 2 Mk SM1nAm �EN'FA PN: RPE 91ML BE NSTAl1ID ACSgtBe1G m an STMCDM+6 IMuwNe 1oJ 'p,.NuuR MAmau IxnOHr] K€eNvro (rax PLG uvrtARr sENER RPE7.- a uNIEu Norm oTca.SE ME sMonn, au,m sxnxr x•m 1rc RPE Lra nmt s sPuu BE im ,� ,a1N RIS1OMpaC � ,;Ero ,�. L. ML SANITAxI' SEMfR 3ANCEi SHALL BE a-INEM PLG, 9bl b, BEae�9 POK.Jm DN xNE PWaJ• sxcr,cLnoNs. MA BPEGµ Pxw�, 0. xEMnJPOED Og1O1t:1E PTFE MCO mu— 9WL COIf'dW MT, TIE REOVPS,IFM,3 Or YPCVR 9PEC JEX (Rfp,rGIKN WM1G•£1E PPF} Fa, ,K 19PE SIZE ANB K To STIa?Gnl CS.LSS SPEpREP HExpM. ,. �oP L<wn«F �, �E,wNi sH.0 aE rONOVE AHD «aa,E ,.4N b` Itpe xwars PPv.IOED dk Mi SJIInLT' S[d9i MLw,ns a j111nMr S' n,,nueA1ETnYAn ID MLO/ OP%Cr�raVd SlYRf"pR oP nl[ P,PE " Mwl,al to T.E PIxL A. A e -o -o" TD V -a' "xxalE 5[clpN S BC aSr, uNo01 T E CONE TO MLOx Pax HEK,NT ADJJSnpn tnft],E PR9 to. ML sEmacE tnc sx1Bs wtrsT HwE . r•r NAxDaoBa Mrs:Ex wm+ IRM SRKC wJNNING FgOM TIE EnO OF RPE lO rN6V[p dNOC F1FILI,ON — —K A m«Enrcw m FN Fxa1Oc suer- so-rn in• o,r MM,Hac, uumvaLLY1a IERilpn %%WF KOIEP N T,E uwNNE OUTLOT Q BEN x to 5 1 0516 SlaOm /33653 (NYOECK NNI63) -Yap of Cankrd 0—tion - 941.54 (NAW W), 2) UN/007 GSiD Station /33601 0 75 1D0 ` (KR FTHEFon 'N 9 3'04 (N VD 66) W i'1 PALMER DRIVE N. IN FEET Sia _ = — -- -- -- RELEASE MH _ 91O (WATERMAIN) ............. .... ...: ....... Jr��.`......... .EXISTING. .............. ., .. ....... ..... . , _ ... GROUND/._ v_— -------. -- : Y ... ... = W U1 r — _ C STA. 33+14 PLACE HIGH '.... 705 . .'_MH. E�98.09.....,.... ...:.........:.. __ .:.........'r.,.. ..... ....,.. .....905 ......_ _. ._.. .._. .... T HYD j��.... .. ... .. .. .. ..., .:...... -.., -- 6 LDd16.46 r. :� r/ COVER pR1LL 900 GRADPROPED (FORCEMAIN) : IREC[lONL .� MAIN .Cp ... . ........ . 1 gNAL DRiLI } ..... — La RCEMAlt1 .C�FEC{1 7.5' MI w 89a — 1P5 OR til � 895 `�- sz� sr�iawR... (WATERMAIN) ............. . .. ..... .... _.... ... ... = W U1 CROSSING 89a 890 :............. ......................... ............... ................................ :........:....... ....... ....... ... :. 885 885 PLACE HIGH POINT'OF'WM';......... :. MAItlTAIN 24" SEPERATION ..:.,'-' BETWEE.N'WATER MAIN 61:; .. ... .. . (A AT TEMP HYO: STORM SEWER A INSULAgE w Z FUTURE 12" 880 880 c9W WM CROSSING tiu- -3z 3 z . y 875 875 m 4 ...........:......_ - 00 do ............. ... ........... ........ ...................,..--............................ .. ...... ......_ ..A ........................ ...... ........................ ..........-. - 870 to 50 Q+ooh . :..... 1+Da .................................... .... .. ............ 2+00 3+00 4+00 5+00 6+00 ..... ..... ......... 7+00 8+00 9+00 10+00 11+00 i2+00 13+OG 14+00 • ,T)`t►�e1rIS� I • environm,vltal •englpaering 3690PtteasantRidge Or9100 8la'me, MN 55449 Phone: (743)489-7900 1h11bytte1dfy1hMAt1lipin W"Frebeh P-tN3ma Od-]ArysmNBk,P.E. or report vus prepared by ar under my direct SupeEvW-and th 11 oma duly 51111-11:'.x_ rL�� brawn: Aee De99ned 81K ;; m,p� EltyCum— 2, 7/2x17 par ury comments H.C. Golf Course Development, LLC. 11074 RadlSSOn RCI NE, THE ROYAL GULF CLUB AT LAKE ELMO - ].ST ADDITION SANITARY SEWER & WATER MAIN 10 Of 37 ,�+,,,. In • SMrvByin9 Fax: (763) 489-7954 www.rarlson—lo.rnm Llrel,sed Professional Engineer under Ire laws of the State of Minneinta nate 4rx6117 Lkelnc e� 25p67 Date' ¢1zw17 Blaine, MN 55449 Lake Elmo, Minnesota •}� GENERAL NOTE: 1. DIRECT10NAL DRILLED PIPE SHALL INCLUDE TRACER WIRE (SEE DETAIL). / 2. PERIMETER EROSION CONTROL SHALL BE ADDED AROUND THE DRILLING PITS, 3. RESTORE GROUND WITH SEED AND DLANKFT AND/OR SOD (IF NECESSARY). f OUTLOT O { =1 I @ EAS MENT t Y } I �I 1 l 1 4 ,1 I Alwl 5'-45' ,'/,� BEND -X/ / f &BOX 'B OX -12 GV & BOX HYDRANT W/G.V. (TURN HYDRANT) I I 12" X 6" -TEE 55'-6" DIP CL.52 GND. EL. 907.4 +r 0 1 f FM AIR RELEASE MH (11 / 4JGv r �& BOX f �- yr �I 2"' Gy & SOX` 12'-45* /4 % OUTLOT 0 r WATERMAIN NOTES I, ,rARSEvx Aro .GeEss@n�es Yusr az ealsrr xt'�@ w Accaaivrecc wnl ,xE ON or uxE Euw rYxwRo svcpna,wNs Axo oEruis. 2 YWNUUnUx of IX6',K wJ_Y&S SPY PERmnYm I.IY 0r ON PE45pA EL 5. nAtflawM 4YLL K CiATRt tNIXI pPE ENC15Ca N F]LYCEIiiIflE tlA55-93. ., AW FIIntIGS SiYN. CCYPLY MIP CEw sPEC 2Pr1.2.A1 µE iniltl6 A144 9E EUETEE Npx FPC •iM wCYSi1b1AE €NfASFle[rR ru COnrvEt:,ivf5 SIAUL BE ,rrlA(alfp €11'LLYIP PPP -AWE MVta 8 BGIR. f UK —t VALS£5 fdl ALL APP4Gtq{S w nA1taICN 12.-0. e. Aroa@Mm icuv. � vvrEs uBsr"�°cowEv n,m ��wE saEx,um sacs »no aR E. USE BUT1EAav tlµvTS rql AtA A^PIIGiGHS G4EIiFR IWN IY INCHF3. 8. 91„OifLY vn„Is 514LLE @f YUE�IFA u1ESVL Y. a9 APvlipll! EW W. eUT+E18LV µv6 SxAtL EPYF,v MnE CFA4 SPfG. 2a112.G 6. @d.TS .OeD NllfS fx Au vµvCs AW xml+Avls SxAia. E4 n >4 E55 SIER ,0. `Lt HYCR n SxAEU K IHSEIUi@A Sa fiEl .Ia(R CVR& 11 FlII® 1515 LBW 5fuFC$ ISEY �M'YPCEI �6 01 /PPRPeID EOWL S'ILaR3 xaIDE (UnUEE w RM z- qua PEamcp'IUMn Flo GP 4�Iai5 T SmP 5[q 5Z FSSPELv SX4L NtK A II�KYVY Y -R MI'VSIYWI NM'fd Axe s,Ni aRw a Nis AawE nxsxm Garue roar fzm11ofn, ,.. THE GOtAn4GfaR SHUL 9E 9]PDXAEIE fors PKeromd �E �ES Awa @I9C45E5 MiPAC "ARA •' TEY R p15FUPIEO ollaxC 111E M PBmEUT. A l0 5� BEND �r ! �� - e��R7'F c g/ C� 0 U TLO T p ? C I, Fry 4"--45' 09 1 GgOG��'N SZ i P CIDER D RIVE N . `` ,- 12"-45' 12" GV ....... ........ ......... _....... .................. ......... f: FM AIR ............ ....: :.,.......:........:I: ........ RELEASE MH -12-XB' TEE SANITARY SEWER NOTES Y 41' IARf A'Y£@ AW AEC650ef[5 YVSII 8i oDONSIWI.1.AxpD M YivnWM:[ rmm TnE rf of IAYE [fva SEANGVtA aPfarlumles ttrtitx Y A SAMRAEM aExEA PW K HSTAUM AG NG ,O ON 51AY1DAR@ UrsA,Y1a 1Ga 'GRANUCAe uATpaAL @EOPNa YE M. (EOR PVC SNaTxAT SLYk PIPC). a Ux1ESS IgTEp MeanrAe 4 3* AEI. SUpplx YVAlID SIYaPRY SFMEA WC fiPE A,o FImxGS sautE � a rBIN E45PCA,FMG G.l9R@D .RANTS. 4 ALL Sxws/.Rr SEMER 3RMCE5 SHALL K 4-%N PVC, Sol. 10. !. SYpe,x WAnY➢ PYa PPE .we mTPaS StMLL GPNf9R,1 PRIM TFE ISWiRCKlM1S or A„IY P-sw+ ruR nu sr� sawfr� oweHsd Raao W ,wa snm BEu1�1n31W,r 1W Ox lXE RfvS. SPEC1'KdMNA Ab WEiul PaWaoiS. 0. RETPORPfO CivIGREIE�� ®@ fI1CN � FOR 1,E T+PE SELF WPEIrts SRdl,GM CL155 SKSinFe NFIRpx, Y +PHIS a Iule,pLE ASEA FeenW6 SxAu BE laxGWE xxP GEN9,i 'Anl, AI19B@1 b'roYn JpN1S va<raom CN A[L SWRAAY SEMA AiVMOl6. B SYtlr SE„W WLCf -D E Yueg1F ,mn FIE➢. El.PTBtF. s'fAAR]WM CpI Ovn m All71e aPTErxATxi RST w Of M FPE MD 1YABnCE m T > H r.. B . ,•_G• ro -YA cnorl �YtE .�IAY.� w� >NE ¢PxE $K. -in iLLp, F9R Nf]LNF Aa4511UF1VI E+nERfYER P059B[L 10. ALE KC E urY 51U S U IUK A a,'eZ iYlm.gpP x f e Ralx xE,pL SPIKE nUNNrlb fiKIY INE ENE aF FPf 1R FwenPn o:,CE ELEwTKxA ,I own H+IOxO A EOMVEOTNW M M D—MJ sxnnAAr K— S OR —.OM of N 0 25 50 1 0 -4" PLUG { IN FFXT 7 BENCHMARKS 1 1J MN/DOT GSID Slalfon 173553 (N588Cii WN163) - Top of C trot N k i FJ•yation - 94144 (NAW 88). 2) MN/DOT GSD Sloti /336O11 (KRAFTHEFER MN163) - Tap of Cantral kD•rJc Elawl'wn >• 913:04 (NAVA 881. I;......... . .... ...... ........... . .. ........ -. .. .. _. ....... r :1 i •I �~ EX. 18" STM SWR CROSSING EXISTING / .� VE�kt Y DEPTH IN HELD): STORM ;SEWER EASEMENT ........ _.... .. ......... . _ .......I' \e MAINTAIN 24" SEPERAT10N y I .............. L.... /..-.- �... $ETWEEN 'WATER & ................ . I -1 ✓ < STORM: SEWER &: INSULATE' 6" WM �f: �I (IF REQUIRED) CROSSING f...... .. �� LLJ 14' DIPS LLJOR 1I WA.T£RM 1 ''i : 1� : GROUND: �4 4" DIP Afly'(DIf�EC I: :I 8`'MIN.... . .LOWER "WW TO PROVIDE ......... �:....... .... .... ..... i . .. ..... .. ��.. S R I1 FOR nONAL-DRI!I) I :I COVER 18" SEPARATibN FROM S . ; 10' WM I- {FiORCEMAIN} MAIN DIRECTIONAL FORCEMAIN f CROSSING LL LLLaI I DRlCLLACE HIGH .........:.........:.......... I .............. ' P N 7.4F..'1YH1.... ........: ... ��....... .. :' 1z- OlP CL. WM lin 1.-,. ;... : AT HYD TEE . , . . .52. LLJ \ I; I _..... L . .. ..............:.. :p.. ...... ......,.. I: ................. ,, _ .. - � 4 C900 PVC FM cnowl ) ( T) :... . { 4R11 E ' 9PEM CU _ I EX- 3671 STM SWR: CROSSING: 4 PLUG / RIFY;DEPTH IFIELD)7COVER I ✓✓✓ (VE N: /-8". SAN SWR ...... ...... .. ....: I .............. .+.1: ........:L...... :....... (WATERMAIN) I CROSSING 15+00 16+00 17+00 18+00 19+00 20+(m 21+00 } CCIPISOf1 369P Ph¢a5tnE Ridge Dr YlD4 io ere0y rdfy that thrs plan, epeafrauon Pant Name' S(Iah A. Kr15toN III-— AM 8 ReNSlons •elrviwnmenlal Elaine, MN 55449 rrepart prepared by me or under my t.5/26(t7per E,ry Commenes Phone: 763 969-790D di— --l- ep i -an and Ne[ t am a duly S,gnatare: /� pesagned 131K 2. 7)2ap7 par city Comments McCain "englneZ l I rwrvey'ng Fax {763)189-7959 t,cens d ProresswAal Ergmeer under Oate, U2c�t�¢nse M• 25063 Date: 4126117 WWW.EOdswO main—nf the laws f the State of Minnezntd ............... ........ 18" STM SWR 22+00 23+00 ......•..,...24+00 25+00 26+00 27+00 28+00 H.C. Golf Course Development, LLC. THE ROYAL GOLF CLUB AT I SANITARY SEINER & 11074 Radisson Rd NE, LAKE ELMO - IST ADDITION WATER MAIN Blaine, MN 55449 1 Lake Elmo, Minnesota OW, 905 900 895 890 885 880 875 \ I Nl .4rEpa4N�a +No wccssp�afs "wr ac °°rn-raucrm w wxoHau+Ec "rrN rI4: >m ar wg: naa° sr+Nourn sawnumxs Nm trrwls. \ z twaplxwnpr rx ul twc vkv4 swv� ec vcraw+u[n aN�r pr tin s�nvvei. i ]. wnaFRNNN 5l4YL 5E n1clHi wpx PvE f"Gam M aaILThMF2IE G/55 -a2 ALL BRINGS 51[LLL aa,my ern1 a Dae Xa1.2n1 wl nRINaS $IWL K WCAE InpN PIPE wrx anEyEnmi,a4 wWsa w ae cn SWNl M �� ws.um trmmac ngr-auE inns ar xts. 135E WTE V.LLY6 rm tip M"OUON 12 I"CNL... sy9 ,ay Q GUE WU ES S4 4L 8E _ M eara, a nKJN ABN a R° S 7nF5 2xu e4 pppppY{p Ey4L WpE WLyE$ Y115r rglN.v mM1{ CEuf SREC 261i 2.C.H. UY aniri 6LT N e5 rVR LL ➢V YJa Huy p6A O NLa YS w0 6 a rR MPWYiD [p WL 9JR[aav Ly^..Ii Si vlt Eli CO" rr *41 W rBEC 36EYX� H 1 C 7S M tRIrF ON -WOKS Ml IaTNawrH iTP[L 9E SAIN�ESS SnII. 8"PLS -'�3' / \/ �.1 5.tw-R+D2 Y �✓ / 1°. u. N kMM v+au. eE iurwm 5.0 rm e.ul c. tura ihv 919A MH ,'y" o -•..� J c:s.sx9•e 20 / 1 y �� / I InonfNrs srw>_ eE .4rE.urs ro.cpc' ansa ,m -a7 w iraao4m cmw. >, 8"-45' ✓ mrtn wrm m eoo s>aR na siw� ewb a,uwrm wrn. 10� 1 � 1 4 �-• BEND _ _ - s Sr, - - -- - 4. / I'.IpHr°"�arc s�sror¢�I�wm�c fun°m"rn u3J0e�er7 Iwo ur'�iwpl Nui'°Elm ter tt�� HYDRANT W%G.V. r ------f --------- oe / / f 1 / _ 10" dfPB dR 11 HTA jdIRECTIONk L DRILL) I p 1 5 nu+sE o al.0 Wert a rer�.+e°v[ m.a+m ccac nur urEram MH / ` / 8"x 15, -TEE / I 1�1 I I 1 IRECTI.ONAL DRIL I I} INE cone srop swxce I,Y s.t>. wK n uNNUN t rr.paa-aNun \.�\ �� ✓ Ia, INE CVNevia:kOR 5WLL HE neseonsmYc. rpa paO+Veq warEA 1C lYWrs wvb GENERAL NOTES: " / 22 � ��, i� 21'-6" DIP CL52 - �~a'-�,�w � N - Awa "`�� v r c+ V e°s.+azes .rr�.E wlne supper a pa.verw a�w +N.E cou�E or sNr rwoxcr ? GND. EL. 927.0 8"-45' & ✓ to" IPS DR 11 5 WR (DIB N RI _ _ _ _ _ u 1 8"-22.5 _ �-------------- ----- - --------- �------- GV m SANITARY SEWER NOTES 1. SANITARY SEWER SERVICES SHALL BE 4" PVC aZ / 8e-45' S 1 & B4 O T7'� 1SNNR N" N g ee6suaEs abs He ca smut m w r eNau E SCHEDULE 40. Y $a 8" GV ✓ ✓ 1 1 MH p p BENDS ✓ .+ 'r rc 4 rNt enr w lrt ¢w° sywum sxcslaalpx5 aro pEruix 22.5' "14� I z .0 suaRun scr+Ot me P"E sNru Irsruam e®nwla ro arr sruo+ao & Box ,/ ��kDs 2. WATER SERVICES SHALL BE 1" COPPER TYPE K //f pn�®c r°° rn N n N.Rmu smdNG uEnwa Pan p war s wuEn naEb AND SHALL HAVE 7.5' MINIMUM COVER. • o / $� 3 / o O \ / U �_ r l 3 uatss o En m rr sr u womn "um s� w scar npE u ° 1 m o 19 1 1 } inn cs swu ec son n an O ssm cwt Wsne m a. s \\1E.4�� 'c f a .uE s.wrwnr mNn minas sNxLL eE 4-YNW arc. scN w. 3. SANITARY SEWER SERVICE WYES ARE STATIONED// �\ Vis S INSTAL WYE ON E%ICCTiNGRVICE D 1 1 /G�✓ s swaN M +c Ra ""°nm.gs swu mNroWa m TME aEwewons j Y \ 1 ✓ ? a^ e' / or nsru o -sox rza Ins sa€. sn"pw mwsa+ win (snN, awo smwGm FROM THE DOWN STREAM MANHOLE. `! 1 /j�% ��o / �8"G V PLUG,FUTURE SERVICE INVERT.. (VERs 1 v� 1 / 1F� J �p/ sanmsENrs u�Wm owns pwrs. vwrruoNs a sys�w axmso s. a r d;� & 9Ox �1 r 7 y �a o� ^ a. x�EwF�oaem tanN aµaocm em ua rnE ESA oeR" "�weE w"awrs 4. SANITARY SEWER INVERTS ARE SHOWN AT THE / J �/� f� �,Q ST7F DEPTH &LOCATION IN FlEk CURB STOP. QU �Ori /4 5 1 r .�N,n or wuarc �u sxnws swu ec ralwE.No cnoae .nw // /( �� "✓ �. i / \ 5 \ / O� .useEx v rewc A.•: rncrrta a sNmpar spYot Nudlu.es, 5. CONTRACTOR SHALL REMOTHE INTERNAL BEAD @ �/� 21 /® ± yy SAF /a O4 OF THE DIRECTIONALLY DRILLED HDPE SANITARY \ S' ✓ " g� ° VEMH AR 5 " �Nm o NE m N / f7 , / � /`� � arra � wte roru� � m raw p�w� ammwr SEWER PRIOR TO INSTALL. 1 Sy DlP/ L. , ,. ssernl°r r'o°:�vw maNOaR n'ausn�vrr ons °i "'r rn+e S. DIRECTIONAL DRILLED PIPE SHALL INCLUDE (TYP. NNECy S) ,+ T AD R `\.N 77 aspNCHn�.s nc.,n•wrm.oca a"NsnraR TRACER WIRE. I / spa¢ an . a� Au va oo a a ae ro nnm m woE cu + nN- f �• 11 nna s'nONeE m iuou3°'�rm`Inc ear / / awHnrrEEy wsrxuw w41mnENr pL s a5 xrFom w INE uosrwa wvupl�. 7. AROUND PERIMETER EDRILLINGEROSIONCONTROL SHALL BE ADDED CONWA*R SMVI f c� ahpL i MH E=9Z0 ......... .... . ... . �' 50 4 TO MADE BY OTHERS =13.GS BENCHMAR1fS B. RESTORE GROUND NTH SEED AND BLANKET AND/OR SOD (IF NECESSARY). ry _ 9La ... N : . - ..... VAN B )T GSlop of�On. lyd 0#33653; Hl'�F_.. . . ........ ..... .. ..-... ................... .... ..... .... ......................... ..-.-........... ........ .. _ ... -.-.. - ....... .. ... ..... ...... ....... _ .... .... .. FJewtlaD = 9x1.54 Control gB (........ : 1)920 D 25 • 50 k00- 2) NN/DOT GSID 5lntk n #33501 : MH E=928-57 : M1 1 \ (CRApTwEFER im153) - Top of C-" 930 zz LD=16.za MH E-926.70 930 915 `�T s 915 7.5' MIN. D[°a EI - fl- - Dta D4 (NAw aB). '................. :.........:........ 21 LD=t.S3.... ...... .. ��... ..,... :COVER (IN -- -- . - _ EX. SAN :SWR CROSSING RE-�920.50 MH (VERIFY DEPTH IN RF1D) 925 ; - BLD643.03 2. 9z5 91a \ _ - RE -898.00. MH. . . 91a _ ......................... . . . ...`..... .. _ .. _ . :.BtD=18.76' 17 PLACE HIGH 4� M POINT OF WM +�; V7 920 AT HYD TEE 9�a 9x5 MH: E=900.41 905 T e" ~ - w 52.x ... ...... ..:.. - 18; a7z. 1 4 MH E=897.50 915 N r RF °�s 915 9aa �`\ 1s DLD=s.6s GRouN : -- �_. _ . c�an�SE 900 _ _ OR N ......... ........... .. .....R .71. 32 ;. �. ... .. l .r - ExlsnNc D: D + . ri N+i +N . n (OPEN CUT) (DIREC11pFiAL DRILL " I - - .a �.1: s,�CROSSING 91 O 895 77 _91O 400'=8" PVC SOR 35 0.409:...:.... . .... ...b0CROSSING... YD TEPLACE HIGHJC.L, 895 ROR�1T,Of.WM TH E1P5 if SEE SHEET t1 890 905 905 890 :.. - :..,2• DIPLLJ z. _ sax ; :.... 1 b" D1PS DR ti :WM' (DIRECTIONAL-DRII1... � Dp f1 O 52: WM ([REC7NAL DRILL} (OPEN OI 885 59aa 900 885 fa- . .N J0SO" fps CROSSING 200X 895 1 895 880 :19526 :.. .a. _..:..................:.. .. .P� .. 880 2. {n 1 < n=� o o m� D 890 I : I I I 890 875 EI .I ' �� : dM'Y3 .. .. ....... .. .... . ........... ........ ....... n...... ...-. _..... .. ....... _ . ... .. .... - rrl Nr] 8 STM SWR CROSSING 875 .t h _ h h co EV oD - J; 1` ' 885 Z Z Z Z :.... .... .... _. ...... GD . 885 87a O+00 1+00 2+00 3+00 4+00 5+06 0+00 1+00 2+00 3+00 Z 4+00 5+00 6+00 .+.. z Gar�SOn N 189DPheamntRidge Dr900 ohe, h.fcerufyth.rthsPian,s;a fl�uun NnrName: Brian 1.,wstefl.k.P.E. Dawn: aDg "N=6/1 H.C. Golf Course Development, LLC. THE ROYAL GOLF CLUB AT SANITARY SEWER & 12 7 nvNGnmenwi Blaine, MN 55449 rreaart prepared by m o ender my t• 5128/17 Per Cloy comments 9 y ➢hone: (7631484.7900 duet p 1 nandhtl aeuly signage. /L Deep sK 2.7j2e/t7perClryEemmenla WATER MAIN °{ 'n I ,� n� n 11074 Radisson Rd NE, LAKE ELMO - 1ST ADDITION surveyiR9 F,> (763) 489-7959 Ucensedprofessnnal E 9 der 37 www,carlsonmccein.com the laws of the State mf Mnnes.t Dake 4126117 tkenw* 25p67 Date: 4126117 Blaine, MN 55449 Lake Elmo, Minnesota WATERMAIN NQTES t nL wAI[nlellN Awe N,CES.DFa ✓�, BE MD co"mllM AcenaM.K:E'aIM >HE sav or wa Ewa sru«aao"sou-eFxns.."o cc..nz, I 10" DIPS DR 11 - 8" DIP CL. a. wuawumr to Irsmlc wuss swEt aE1"owwm awEr ar ar+' PusawxEt .xea-. awsr�wPuugAsPczE rxaemaaPzvgmIrEwnRtnl+wlEpVmss4naussyqwwzwE°4.uu aE 7urapaarniEEwtAyPPIPLEccnsr yAusvePsEomPeUPwwwCnaIwestTunmrRAEaNrl roS:I. swttaIPaweEPtArcEsx.Ie l.iwcRmanwd"1r1r1pnff.zllaw.r.w11ul a rsWPowmIXlEcazSee rrsawwczwssza ssx ,wwzwwi. as.eI`�ltQNpL DRILL �-_ ^52 FUSE JOINT ADAPTER --------------------- OUTLOT p (TYP. AT ALL CONNECTIONS) GENERAL SERVICE NOTES; cwwe �yiI_j�2oDIPS D �tP� y 1. SANITARY SEW ER SERVICES SHALL BE 4" PVC�)ytpl�4E6 O'-------- - ts SCHEDULE 40. I 8" DIP wM \� 7 asE wnvav yrzvEs ran w .rR,rwnows wER[n n>w ,: irc«.rs. I T` s._ _ _ I f CONNECT TO EXISTING ~�~`�—� — ` —,� �`1`—•'°� �t`� 2. WATER SERVICES SHALL BE 1" COPPER TYPE K a evnpa,•_r Turfs 51wtE eE ul[uEx uxes>-x w, ae .rwram Eww ee,atc.nv I „I r tl 'j� f -` `_ _ _ _ _- 00 - 'L y.pa��y� a -. i AND SHALL HAVE 7.5' MINIMUM COVER. v.Av6 slult rpatr wm r. ,. srfc aet+� u `� PVC SAN SNR s. wa7s N,a wars pv rti vurEs um RrpHwlrs swy.� ge sruwtEss I 14 i\ I I •••!!!//{ —�-` �� — — — a, >~' 3. SANITARY SEWER SERVICE WYES ARE STATIONED la Au wA rs swan 9E Iwssw,tEp 6..0 rtlT GLI(CF CNta. I �� {. i I 8 tl nmwns swrl er nAnxaus •Prtra,• wofa we-f7 an "Paevta EWN. � I. I s}_ ...! — �_ti.:. I ``�� 23 � � r N\ f� [ � FROM THE DOWN STREAM MANHOLE. a7Fo wtw m aoa SERES rLFA STA"E Awl PNNIm �. '. I 6 _ -. -`-� �' f i j ,a. MawAy a swtt nA E mo w EEr pxzvs an 2-1/2 (I.p.j b Lo W n rs i I "� `� i ll 22 4. SANITARY SEWER INVERTS ARE SHOWN AT THE Awp cae a MW WZz (N t wa-e7) Nip PmlA wn wp Lw E E� � � r i \ "C \ CURB STOP. to IKa� smP sfxa As9'1,EEr svuA wrE A. luwwu" 1fi� ✓ \ \ �f MVG[ Axp SW4 RI'fXt a ra]IE$ AOaJE .—w nWOE m y E� beD. 1 �ow IRsnut RESPON5161frwravtilwo TTAmwalesAyo 1 �� s `�`f, _ `-C(�\�'\„ '''''�L'✓ �''` 5. DIRECTIONAL DRILLED PIPE SHALL INCLUDE fs wrosE wurx suPrEv s omeuPrtn graiwc mE urouPSE a na Pw,vfc.. 4 I V� r '- - �.•,� 1 / \ ;( �C TRACER WIRE. 6. PERIMETER EROSION CONTROL SHALL BE ADDED I WOR/ - - - �� "1 \ 'tom\\ AROUND THE DRILLING PITS. SANITARY SEWER NOTES I w' — L— —_ y� �\ \\ ,m' y \ uswEn ao w essan s w s* aE cow tKa-Im wmw�T1 L7. RESTORE GROUND WITH SEED AND BLANKET wnx or Ewa Eon s,•.1ano sPeeauArpls wyo uEras. -: , I o I - - \ �'' -' 2a- "Ga5 MAN V)1 1f1, ` r\\ AND/OR SOD (IF NECESSARY). z ua swlnwer sEKP Pvc PVE "IAu. s[ ursrAum Aaxnawe m a>r srAuowp . t � REMOVE & REPLACE EX twwc la, wu An "AmaA eiuwa rEnna tray H r s 7u r c»sa Pr 1 as1.. a4radukuErc•plaaanNAwmtoursmp�a<cs El aW wvrwsro aww�-�wrursma,a�w7Ea.u�-c x,qnw"eoa"�aorScTz,wzpDx:soACaeeaiGEtnn wEn (sP,swafaaAenasEP=< RweAmwUom�uTontPnfoppcE Esl m"faslPol. / wAoaScwxta7�w nw"r,"cm+wrsEstARfElcIs1GEeIDxrvsuow r+rJssfws"rrwnnroeta7w ncrwmswo,seanl.reAr,q wpNTsHro EoEuwtssuvs1o.*PelwaP�wrRea..wElx>A.:s.s4zP,0Ecaearss tv.an+us+¢a +aofx7sw. �,IaI-IIj - STORM SEWER EVAS REQUIRED_ . xh s' CAsuauQ ` \7- SwcwE RWPS (TURN HYDRANT) HYDRAwNT WsG.V \ . E. .saw-o+a\ \\ (a 0UTL0T B6"�E ONLn ----,_________ersaa Sa�WK Luen_ \ Q- I z 50 1 IN FEET ) e. sunwr sAww Ilan Aw wrur atyt ee dplwm m wE wrnar wml b' DIP WM {OP FN Ct1 T) - O A c slmm, nmelc wAroloc,rt ca+"sncx zo Ani Pfse�wru. sEm�wun II x. [ —ISI - 1 -_ Or ME wPE aya wWNOI£>D TA12 P.K£ IP '� 1 � , BENCHMARKS A A t'-ff to I �• "wawp.L SACnoel Swut wE fmul[o ueoEx mE FWE -J{ • 7 A MN CT GSIC SlalWn sEGtgw m Auw ron uwrt rtiusrwdr vawesvr PasleuE I� -� I I J MH J J '2 ) MR 63) - Tnp nt control DT k (NyeeeK ID .0 are es wwc A 2',yVwlm.unp wAwan wm1 wtrot I CONNECT TO 24 ^� �� Elayau n - 944.54 (NAVD 68)- w op RPE eaaa ewe EXISTING j 2) MN/DCT GSID Stat JdWo4 11. urxxl __a coxxEcnnu m .w FUSnxc swrwx srn'n stun art u+wau. I � � w°REnwIlEt .w .Am° �un"E°vuw`sROAs cmm° TMH E cps "wMaax . I,v ) - T"p r C-L d "5 I Q 4" PLUG___' Diak Ets lim %104 (NAW 88). m I - . I '..Jr EXISTING sE>Ear. I . 935 ... .L..._ ... Mh... RE-928:67 BLD=16.20 22 930 1 \+ J .. . . MH E=924.60 EXISnNG = 9�{� ... .....1..... \_.. ......... ... TQP AF. GAS,MAIN-...: .. .. ........ OUND . . ...... �_ �.. 24 LD-9.33 : I ... , .. , GR — _ . , X920.0 : (7/8/17 NNG PROBE) RE=922.00 MH J �� : : I _ TOP OF GAS MAIN BLD38.33' �. r 925 : ±922.6 925 `------- �1 , r �"'� �� ,(7J6/17iNN 'PROBE L'LER 12" WM PROPOSEDPOINT OF WM _ ��:920:. �...:. ' -920 SSIEXI5TING WM a7 FI1D AINT t GRADE` _—_.-,___--' I t ° 24"AAsMRIN: .. CONNECT'TO' ...... 1 .. .. .. ....... ... ,I 1 �v _ — : ` F : I \` (FIELD VERIFY) i J g" DIP CL. 52 WM (OPE�t CU9156" DIP CL- 52 WM OPEN!CUT LAJ Ld LU 4 7 5' MIN, ' :,..._...... :....... E-X42'.wM :... . ...... .... . ......:... .COVE:......, � .. 4y--s : � JE) 915 CROSSING - CONNECT 7O : w 350'-8" PVC SUR 35 0.40%: w I EXISTI WM RS (71 I 27,5-57:PVC sDR.3s 0.40Z910 910 10" DIPS DR i1 WM OIREC110NAL D ........ . ................ ... ..x 8' WM .:. ........... MAIC! AIN 18.:- . SF}?ARATIQN- 9ETWEEN ..... - �3a" GAS �IafAIN. SAN SWR 8c 'OAS LINE I : ( VERIFY) ; 905 905 �s:Lv FY) 39 j 1 ca cn N _.. ..., ... : ..:.. ...... ...... 900 �( I ; l el t 'I oa 900 IR I I... 895 ........... I °' n ..... : ........ .. : : 0+00 1+00 2+00 4+00 3+00 2+00 1+0f1 0+00 O+O61+00 .......2+00 3+00 4+00 5+00 6+00 LJ C 7896MMI4.0Rid9eDrS108 IyeEb7 tbattPlspldn,ipeGS[auon Pnn[Name Bnan1.K stolvak,P.E, Drawn: Ana A�I50A H.C. C7o11� Course DeVelOr�liiE11 ��(;a THE ROYAL GOLF CLUB AT i Carlson ' enmronmenlal 6lalne, MN 55449 or eport was prrW gd by me pr under my I 5126/t7 per ory Cammcnn P SANITARY SEWER& 13 • engineering Phone; (767} 489.7966 direct supprvluan and that t am a dult' Signature. r' 4 e/ 9 ea WK 2. 71zBlt7 per clry Cammen[s McCam rs"veY'n9 Pax: (763)489-7959 Llrensed Professwrial Engineer under �� ue A 11074 Radisson Rd NE, LAKE ELMO 1ST ADDITION Of Blaine, MN 55449 WATER MAIN www.Eadsanmc�mM�nn In.Eom tie of the state Me:ata Hare: 4,25�t� t�nsas� zaoa.3 oat": 4/261t7 Lake EIm6, Minnesota � 37 WATERMAIN NOTES GENER6,j SERVICE NOTES: 1 w utawr+u .wo rarer ee coes,we:lm w �alrnncc +,M me arc or ul¢ aro stu to 3c[curo,nas uo anWu. x w..muurww a rx,sraw v5LY6 sNea � rararoa"m aniY 0r ulr cExslxx0a 1. SANITARY SEWER SERVICES SHALL BE 4' PVC i xe ENNNN sw a as px n E .� nvL Lvusm a ca EmncuL r ss-ez SCHEDULE 40. ♦ W mnncs slum cpunY Yer" �r 'sP[i aei,,iri. DIN:r¢E FGE swf MIH PgYlnueuLY'e eGsaeaxC /l1 COlxrcnu,5 5W11 eE 2. WATER SERVICES SHALL BE 1 COPPER TYPE K AND SHALL HAVE 7.5' MINIMUM COVER. a r. E vavEs swu as n0wrsN n. wrm s •s xo oR TrL +.aero maN n " 6 "s ea« Y * " srEc 2al,xcz t t t I 3. SANITARY SEWER SERVICE WYES ARE STATIONED 4sE amaenr vK a eo" N Ne D A qe5 e"Du x mw Iz wa ts. ly 1 1 1 T' } 6 Y r4 av,. . v®BuN 'rx^amvPn'[ve.sbo w.'"swLLwMso .ins•u'euxmsr(reos o,awc,tix«,twY nuL az,n_amvao.Eµcvo[r€msaa3ra sm N�.aosvNc z-luvazµatrwariscP +v,N.so.rw.,e sN wozromeaa rAn.veac�ee rrosParu)muarlM c[EswxszD NsP,c-amweo Yxmvaav \ \ `lX `l', ~�.7q��1' ,4 y� 4I 5 � rL I f +4 1y SF �Ec r FROM THE D OWN STREAM MANHOLE. k Q 15 12 En l 14 1 4. SANITARY SEWER INVERTS ARE SHOW N AT THE stw-0+56 I I STA. 12+7 saw saw -1+70 Nvresz.s y CURB STOP. a uNwrs sm SP mw MH 1 IN92TA,1 5. SANITARY SEWER &WATER SERVICES SHALL 8E 18+2 MHsaw-0+ SSTA. t3+5 26 1rxv-a9x4 1?MH STAT '5+25 CONSTRUCTED 10' BEYOND THE R/W. _ S I28. I 27 _ J L _ - _ _ _ _ - _ - as , / MH STA. 18+79 L _.. _ . , Q 25 6. WATER SERVICES FOR LOT 8, BLOCK 3 AND u. reE oo9rw.amn swu ac eEm.,•rsIa[ roe x,vaNa "SrEe ra+rww .eP \ LOT 12. BLOCK 5 SHALL BE LOWERED 2' UNDER g45Nb55Es wgSE "4rFlt prptr 6 a4Nvr� WIPuq r,K mins[ M n+C vurt}e:R \ IN4- 3 STA. 12+0 w \ cs- .z �V .- - ' - l2"X12" THE STORM SEWER AND INSULATED. TEE \ \ \ ole_ \ 12"GV �\ a+1 & Box 1 SANITARY SEWER NOTES \ N�903y/ `ry' ANt�KA DRIVEN _ __ a swn n .no r cos .a s cn sl n« nn x Kcon xvc \ 12"GV - - - Y \ \ .x e❑ P uxEows,uomos 4K«s nPEwi 9 I� -,\ &-BOX O - __ _ - _ --- �� r- l `12"-22.5' \ \\ z ui sw,rrer calm rye cwe arNa aE .Ns*.um APeuea,z m 01 sly 010 \ v r I I TEE - ` -1 r I s&w-o+sz I I BEND \ • AI,0 a ea+'wwueur Nemw Eeowa uE.00 bat cue s.wrtwv sn sn -1). 0+80 Siew-1+97 1 \ 2"-2 5' y -1 „ I saw -0+e0 saw-z+s7 I l HV -4925 y N.as xorm mxexws4 Nr. srwn, "-.sr, d„n sEVI[n rc hPe ko \ Zsaz-7 r INV -897.1 I I W-843.0 I I INY-8925 j } L5.902.5 1 ( INV -8429 cs-vu 7 / ''�a D 1 I 4,=sns,/ CS -907-5 I es=9oz.9 \ ^ \ saw-D+s9 Q I , cs-903.0 I S I I I s seu ._wa vw. c" w \ / f \ INyv3.e + -i I I I I 4 4 I rJ a sr,Pml, .w.m r>vc tic S+P m,+Ncs swu car"oer r+r r"owrae,e �� / o /10' \ \'_G5s903.6 4 I 1 ) I 2 I 3 I I I I \ N \ Pr ASTE 0.]aN rag f1C 56L S1t+MPo p DrSD.•1 QSr,P Csmx wP Sn+plGe< \ , \ \ v I I I I I \ 'T \/ 4 $ Sa 10D cEauawrrm verc.rzn en nxc alws. snanum6s, .w �Ecur mo4m..+s. !"� snw ez \ / \ \ 1 •`] I 4 I \ �� 4 E«wacm m"asrE arvc .ro mrncs vr.cE aPNmse ,"r eca+na7,n„: I I O I S+ rm v€c s:i. eee. ra,a muoE r m� m6 rwe ncL saL Seo I fi CONNECT TO s>,srivn STA. 10+5 MH 90 .6(/ j $ �� / IN eajo \\\ \, } % 1 II 4 HYDRANT W,/G.V. \\ ` �' LIFT STATION ( IN FLU l sl"owTr Hass IrtlmrS / '��J Ax s a Wx e c msbx szca a swu eE oNwO rw uvao E w u 31 Cs3.0 b• exa x«n n.n sN. w s� e r ///"� 14 12" x 6" -TEE 4 sra un zDrm au rn cmc. a swN ®m m » E r. w c H ti / 9'--6" DIP CL.52y ` Ft \ MH BENCHMARKS e m. n>xx c, ",exl.r ,�cm« ro aw E rrLeamu sE, r0a , / �< GND. EL. 901.4 S 17 mE csE sao Mw.E ro raeE vrzec / o, wuc aclaN swa, aE vrnum N+o3a rrc ooNc S� HYDRANT W,/G.V. r) UN,e3) G TopSnk[k� .1 DTSk(NrsEON ,r m u,a�r iaa „oExr xoxlsn,Eur .,m, 9� V=89ze 2 F \ ��1 EI -V- - 941.54 (NAVD 88), IP v.ewPo aase4s w e•ra wmx000rmW .m cN Sh / L9gza 12" X 6" -TEE x r a P, r� P xeaxu r oa acv ma . C�FT ! 13 9'-6" DIP CL.52 F _ _ 2) MN/DDr Gsm stutlon J33001 ewslm • co«xnnalw ro .w Ewsrxo s"urrlr sr"rn s,va c6 r4rxaE. %W na omnis s uu eE r ovnm ma w uaa"c mE D�.e sa w m S UFT STATION (OwiakAF�TeHwElEim MW96133).- Top of Ca trdGND EL 901.9 04 (NAVD 86). mm. xsnurc ti,rt nue .s ermm ," rMr cersme Nwleara. (BY OTHERS) STA. 12+00 MH E=902.08 A N N I KA DRIVE N STA. 30 BLD=18.17. SFA, 12+75sYA: 15+25 - ... ... .. .. ..... . .. ..... IH+25 ... i s rA. 1a+50 MH . ER902.45 MH E=901.70 29 BLDa1 .9 '1 STA, 13+50 MH E=901.95 26 LD=20.6 MH E=901.57 MH E-002.85 19 rC STA. 113+79 RE=898.00 MH 27 LDS 64. -,Yy� _��_./rEGRWND. _.. �OS 905 31 LD=16.9b 28 LD�?19.72 : C' ° ° MH E�902.a� =898.00 ..4D=}8.76 , 17 -.-.- :. IRFI , E 25 LD=21,3$ . 17 Liz -18.76 �1" 8^ }A e\ __ 1^ PROPOSED UST STATION 900 9�Q _--`�' f CROSSMIG.. LOWER'WM �, _� a GRADE :.... .. .... ..... .. 1+i341F�TAIN 24 5. MIN. 4" R'WM JO' PROVIDE �� ..�..: r... ; ... ... 1 , . _.-........ t..-. SEP (BY OTHERS) 12" STM SWR :SEPER*T16N_ r PLACE HIGHATION ,-'_i GROSSING. BETWEEN _WATER�v� f POINT OF WDM STORM SEWER :& INSULA 27" STM SWR `-- -:_ f MAIN & STORM AT WM TES�. $95 SEWER &.INSULATE :.......:- (SEE OETAIt.) _ CROSSING - �� - .. $95 ... 12 : DIP- CL- 5� WM.....: . _ - 6",*n SWR -,,5" STM SWR CRO551N0 MAINTAIN 24" 45' VERFICA 45' VERTICAL :SING $40 w SEPERATION: BENDS As BENDS A5 $90 D ..... .. ...... REQUIRED .. URE tYal .. , CROSSING BETWEEN EQUI ., REQ ... :. ... w a' m WATER MAIN N x J &� ^1 4WD a�w7rc -w & STORM $$5p + $ w .n g ¢ J SEWER & rum: r�,r F ,: D: : :LOWER WM TO RROVIOE $$ 5 �j + 0+ a+ a* r + a m m N� N� y� w s - u m o :... � + ... r m n INSULATE a ....... .D.� �.....:. n o. fin: �O � : $4" -SEPARATION. FRIM. Ul + ¢ STORM SEWER & INSULATE or+o Qr+ C. + wn w mn tt a o. a m m n o f :(SEE DETAIL) 154'=8" PVC SDR 35 0.408 : - 75': 8" PVC_ ao �^ 174'-B` AVC SDR 26 O 0.40;2 � - ma $80 $80 - ; :300'--8" PUC SDR 26.®.41407:.. .......:.... .. INV: -878;27-,,,49r:TOt ....... .. ... .... SDR'26 19'0:40X .. ............. ....: 75'- ". �Vq....... ..... ....... ...... .. 22 8 V SDR 26 m 0.4076 : 4'8" PVC SDR 26 O O.SOX . SDR 54' 8" P.VC 26 m 0.4A% 0' 8' PIP 875 875 �2. 2.po.... _ e b 4 m m s:0 00 VC 870 W 00 m m m # Z :o z.DGX _ n Pn .... cn cn m In LL rn � �' � SDR Z6 $70 r : m m II : : I I ! I : 4 k I I I - i.1 [ I I I I I __.,. 4 1 .. .. �.. a0. .... ... .... M.......... .. �.... ...... .. ... ... .t•.rm'a ..,�. �. rn rn- C, C4o d r- n Im. to co Cr w 0cc to 0p0 OD 000 00 Go m m $65 z z z z ......... ? ?......... .. ....... _.__ m z i i z 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+DO 9+00 10+00 TO+00 C �Q�ISOf1 3690PheasaneWdge0rx1a0 I e-b,cart thatMlsplan,spatficabon rrintNama. ".,I J. Den. AD6 aaY�°ns. H.C. Golf Course Development, LLC. THE ROYAL GOLF CLUB AT SANITARY SEWER & 14❑f� • envRraMnenW6 Dlalnt, MN 55449 or report was prepared by me w unle, my 1.512b/17 Frear Nen satsub atal • •en9lnee n9 PAane (757)489-7900 dir:,rtrupelvlsmnandlneclemadulr sl9nmre�� nesgPed eiK 11074 Radisson Rd NE, LAKE ELMO - 1ST ADDITION �MeCa,n •surveyln9 Fax; (763:489 /939 uoensadporaszhnalEn91 ce uMar WATER MAIN www.wdsonmcwln.wm tl.� laws or rhe State ar MI -0.e Dare 4126117 t,ce"se eu 2509] Date 5/2GY17 Blaine, MN 55449 Lake Elmo, Minnesota �% WATERMAIN NQIES 1 aLL M.IERrWn w'P. MFkS50laa 4RT � GCXFiRnilm DN IC.CCaaN10E MRr1 u� � srN�XP sPECInrwTlw¢ ua a[T,,,s. GEUEBAL SERACE NOTES4 z wNsuu,rnl � msrNc YNrEs slvu � P�km r�tn � aTr �� i. SANITARY SEWER SERVICES SHALL BE 4" PVC 3. MAim1MLf Slevt aFnLE Rarl aP� EXGSID IX Pp.1FfIMFNE, 41J6S-52 rM3 Sv4L coXPEr wM eE1w som. ze111wi ee`� / s SCHEDULE 40. •. euceit Inas we€ M4til vptrEriniEn£ EM1G,SCl14rr. ILL [paECYlu6 Swu B€ V NSrN1dL utuxVp cPe-quE Vt+rs h aPL1S ], Il4 Gr[ YMveS FCR rel IPPI}:iPerlS 4P 111A(rlr.11 i21NCPCa. / 2. WATER SERVICES SHALL BE 1" COPPER TYPE K e. E n rLanrs s vu BE XEss EU MmcE uEmaX n° a lUa s ess xsea at / AND SHALL HAVE 7,5' MINIMUM COVER. PRbFrllnL GSE YNSiS rBieE egCLY 1rIIH CEM SPEC x811] C x. 7. us[ aurtEfalT VAL s PPIF Ki, k- r os%ItER TIUII 12 Metl6. / fy e. amEa r vkv€s sora BE E W -Ex I7- oX ePao-m EPUX -n ear / 12_ GV f 3. SANITARY SEWER SERVICE WYE$ ARE STATIONED vNVEs sruti CPBPrY MIM (nm srcc. 2611 .c1 CONNECT TO & BOX FROM THE DOWN STREAM MANHOLE. EXISTING 7 4. SANITARY SEWER INVERTS ARE SHOWN AT THE to Nr ei sora eE TNttn aP fEEr WK a ctwa / s' 3=zf I I � �s vTMunaaoE sueEs"�sC° Y00q. m eEo P m€a €aw ��- $ %# .F ` rj 6 I f screw-o+aa l CURB STOP. 11 In Ta slw,- Pa.T nv ourtex ram.Es snK x-vx p.o) nmE oorlPn,tlare - e`� r ,� _ ' a , 1 1�_� rryp 69291 1 wP PXE , „_ n wP Porr, Na, CAP ?o e \ resew -o+6 I r' 6 -sox. ' 1 5. SANITARY SEWER & WATER SERVICES SHALL BE / MH STA. 1+75 w7-. �1 I $ u. rUE EMm smP xlmrE xn�T sPxt waE . unsmX -n .onmX[Nr �'(- MH TA. x+75_ � n4vice .lro sw,_ rxaun a nes NsrvE FrreeUm wmE Futr atwrrco. �.+ /a• / � f - - t\ \\�.e �+3. 1 sot. � � CONSTRUCTED 10' BEYOND THE R W: 14 aY «mss .two `.En sw�FE "y aB_E - o ou"IX"c sc a aE Paso / j OU TLOT G 2" IRRIGATION SERVICE 4 \ \ c 9oa.l �f I 32 �# y' (SEE DETAIL) 5ew-0+ \ �y� _� ! IS 6. WATER SERVICES FOR LOTS 2-7, BLOCK 3 a� \ Nv.36a.4 \ , J� SHALL BE LOWERED 2' UNDER THE STORM { 7-r}, . O / \ res soa.4 \ T f SEWER AND INSULATED. �t STA. 3+50 i 445 M if wu sw X 5ANIIAe[sscmSEWER eE NOTES OTccu w.E /� % " l� �rl rl 2 I 4 SMY-t+4 \ \\ \ 33 7' 31 STA. 10+50 a nmir n[ rsrr is V.nE EJ9 srRaaPo sP[cECMiwXs J.no otvrls. V U TLOT F T"-22.5 _ 0+-61 z, ut s.MPxn scam PIC Ps+E snN. ee IXS- .oa. 1w To Orr sT.XGAo oX.ew«o ras -«.wuuw ruIERN aEOPPIc u€MPa trop Pte s.wnrAv sEMR wPrp 'SEND r rr sZ .2.o I 4 �' �`1� \ - f• Y I INY-69714 I ^ Pis IRIm 9nreaMlsi. MtL awan+ wNuo �>� �,�, rwe wPE oro 2" IRRIGATION SERVICE 4 1 1 / ! ,-STA.. 7k5(D MH i I, sax!" +4s e+ ` r END I LL awlT a € ce Ee SnNt aE ,- Xp P c. SCX. �. (SEE DETAIL) OU TLOT E rI INV -869.2 I r l /� I p 1 '-� ) ! N r HI $TAt 6 0 - ry s swo*X +stJm me PIPE oro mhXcs slue canrwa, mE eEWrrDrEX15 j � C5�699.2 1 I � / S er .rtt �Tv3, roP r«e s+rc aTwPNa, duEnsos� aNlO (wn7. oro sTnEaam �1 f �1' sew 90 e, I/ seiw-4'*lfl"� 7 _ NN�k a ! ` \ 1 - _ J L 1+ 11 acotrPTsrOns IroKalm Tec runs, scanvnoxs, uu sP€cur. PPo.ssorrs, rr IN 891 7' � J a. P[rlroxm Casce.lE w µP nrrel�s. 9,Ni a«rraarr IsrM TX€ a[olns€w0rls ! I i f W Y-693.0 D "'M' # 1 2S 5Q 1 LG slKvlµl.-sn a7vea sx3s fe mNaenE Porti roa TUE. me see, x+a 1 �1 1\CS,l.r603.0 \... . 7 b �- r T - 43 I 1 1 2 ! „�r-�\. ��^\ x .mars of wXlgtE atter s[cnovs ALA BE rPXLVE .oro CRoaVE Km1 1 - • \ -C 903.5 t 1 IN FEET atnaam -o- mXc cowls Pracvlom w N>. swrwr s�X uNrIKXEs. ;! � h� 5& 2+02) C / �+ \ t \ � , \ ( } e Mvart.nr sE"rn uu7 etn obnrr PrPt� mow€ ae .Ks,m m rXE uanJaia wnr \, l i .� `\ \\1 2 / ., � -893. GrsK[Im. f[faTelL XRIERi'.YR wKX[C1gK to Neo. urrmwfU,r SfTtllfuT'T .ICS -903 / / 7 ,� \ < BENCHMARKS aE Tor€ Pse oro vess+ort Ta TME PLKL HYDRANT W G. V, / �Jb r _ r, shwa +15 \\ a . i--0• Tor -+• -hoc s:ooa sU.0 w IIw- unoee ac cue 12" X 6" -TEE 4 Sara'" +09 / - - - \ \ \ SEcm ro NLPe Eon +°loin WJJErYEM' MXolErm t+ossac V 693.01 ! ` - /D y33553 (NyBECH �/ !1 12" 2.'J I INV -693.3 \ 1) MN OT GSIo Sof f 8'-fi" DIP CL.52 7 Nva„ /� END .t"22. CS- 3 MN163} -Tap of tantrd Disk 10. NL SENtICE SN88 rM115r wyE n 3' Xl�Mq]a VWnIEn MTM wlN /I'// I swlz aulrUUc nnoX T Ero a PrvE ro nnm® cine urvenon. GND. EL. 902..8 / se +� 1 \ �'� \ BE��p \ Elowtfan - 94f.54 (NAND 88). I. VPp uwwa EOUnE nor ro w �.� a KnNn s spa r wXMx / 1 IN 6927 Saw r+4r 12 `GV- 3s- M.I�o sora EE PR[YEMm rear Io c,Xr: Ixls,.w seMe, e,• � / / �sa2.7 1 INV -697-4 11 - ) `INv-a 7-6 \ 2) MN/Dos cssD Sfatiori #3aeot Iwmv. sTNrasc uro+nulr Puxs rs "E[a[n IX TVE [xrsrxc M.rnrorr. /� �C Bd}( I t L5- .8 �5 1NV 693.1 \ (HRArtHEFER WNI63) i of Coht d I! r L5�9014/!.1 58w] 11 I °P f` 0+93 1 i , 903.1 Disk EJawbio" - 91'3.04 (NAVO 88}, / Ik 892.5 I > V' Q 6 Y 1! 1/r I css.nzs 1 5 1 <] + I f HYDRANT W/G.V. ' 12" X 6" -TEE 14'-6"DIP CL.52 ANN.IKA DRIVE N. GND. EL. 902.1 1 � 57A. 9+25 .... 2.20 91a 33 BI:D=i • 6S9 �[. STA. �+50 - MH RE -90 ........ , .......... . . . . : � STA. 9+>g Sia MH E=902,36- .:...... ....... . STA. 9+00 rC $TA. 7 50 MH rE 5TA. t+75LD-14.46 32 BtD-16.94' E-901.45 MH�C 905 MH E=696.70: :35 BLD=14.65 34 BLD=15.84' STA. 10+50: .. .. ..... 37. LD=8.00 .:... . ...:... . . .. :....... :... _ ..... MH E=901:.57 9OS 900 :... :...... ....... .... ... .... D PLACE HIGH: 12" STM'$WR FROM STORM SEWER 9aa LOWER WM:TO PROVIDE - G .... PL HIGH .. `'� GROUND,I..... .PROPOSE 24'.:SEPARA7GON. RADE E G . 7.5' MIN. POET OF WM G 895 : HYD {EEDETAIL)INSULATE ' OVER AT YD TEE POINT OF WM AT TEE .. . ;2A DfP CL: 52 WM .. ROS5ING ... .:..... . ... ... . :. 895 12": STM $wR : : :. y &INSURLVAICTEE CROSSING 1b�8 p17[d •✓nt JN::• -`M.nN89a MAINTAIN IB" SEPEZATION 890 ( .E ......... 1 .~ ..... qBETWENWATER MAIN & . .. +9L6RY SEWER SE4 u7 s rn + R7 + ffm 5 N 0 0.40$ a885 250'-8"V350O bej - .. .. 885 ........ .EX.'12P45' VERTICAL :'.. PYC_ ,SQR.35 PVC S ... ...SENDS A5 HDPE WM REQUIRED : ; 880 ..... .....-EXOISTING WM. 35r_8" 40 . ... .. O'0QIx 24' S - "PVC CROSSING swR - .:......: ..SDR Q G. PVC snR s ® 880 NG % ZW 875 : ; m " ....... :...... ; ........... I ' I . I I' °1 °° al m ) °� 875 G rd0 vi LIT tri %cc co 2. 870 a t.. 1.-�. 0+fl0...... 1+00 2+00 3+00 4+00 5+00 6+00 7+00 6200 9+00 14+4. i-..4 �+,.. 3690 Pheasant kldye Dr III tan t boh,b, certify that w15 plan, s .ffrahan wit Name: Sdan 7. KryslPfiak, P.E. Drama . ReVlsl - LNr +envi�nmental Dlslne.MN 55449 aFrepart,naapreparedbymea,e,,,rrn, 512W7Fr1IPlan SI,,%boadmi H.C. Golf Course Development, LLC. THE ROYAL GOLF CLUB AT SANITARY SEWER & �5 Phone: 7117489-7900 dlrxeC.snAervlsron and Fhat]amadul 51 ndNre /G ae4 ed' 6JK 2.7!X8/17 Per City Comments, EPc clues �� ( ) y ° 9^ 11074 Radisson Rd NE, LAKE ELMO - 1ST ADDITION of urveyin 1767) 469-7959 Liccnsad Professional E^ ecr u dor Data, 4 76 l7 trcerlse V. 7-5[!53 0a[e a/26(e7 McCain q PW ecads'onmEtain.CPm the la WsaftheStatearlMjhne to �� _ Blaine, MN 55449 Lace Elmo, Minnesota WATER MAIN 37 WATERMAIN NOTES 7 ® a 1 GENERAL SERACE ./mwa, Axa AxcssDrscs eesr e€ eaxstmA;rw w Mrnraxa ralx t � I i. � !! � } 9 ' !1 1 � r E NOTE TMS: e wry ar r w tr mAxn @nes o oe N s I t 4 5 I I I l I 11 f r i r of 7 x Iwm Tu os txisx la vuvrs sKUL nE PadaPLfp Oa-Y ar rnr 2E45aNIeEL 1 - ! !I ' I I 24 Mt L 14 y -�. = 1 -t 1 1 20 Jd dr SdM'-a++s I w.oa6a r , v-ea3. 1. SANITARY SEWER SERVICES SHALL BE 4" PVC 4 25 ; `23 t i f wv_9a r r cs_913F i ryT . sta,i @c a m rmw RR.. oxrwsm Ix wenexnerlE, awss-sz. 3 Y F-- 1 126 �1 1 Y I 1 1. 1 1 1 2� INV_9aFA �f \ 1 I ' J dew-a+3a ssw-as I 2 1 4--sanr-a+` e I } sew.1 `as {'; cs_uTFnJIt �` cs" H STA. 5 SCHEDULE 40. w-+-mxs sx.0 cwrtr r.m uAu mtv. mnzwl swi ec � f 1 f ykty ' f I 89 .2 1 1 l I 4 ilNv- 3,q' \ qew E r E a sw. ®c 2- IRRIGATION SERVICE 1 , srw_a r 1 ' �, oa.2 y y wv_ass� 1 I InV- a cs-v�3.n � - 1 1 1 42 r r ' + f } J L _ r 2. WATER 5ER4lCE5 SHALL BE 1" COPPER TYPE K 1! ! INv a9 i t cs_sas.4 L I cs_9t s 1 1 r a GSE Ts ro rLL.�Er bx: uovw I: a (SFS DETAIL) I ING�v.ass. f f csgoa.s I f MH 1+ I I r r e. u E v 1 Es s wa ee nEsu N ami Nrsu nu. wxmcE sErscs zspa ox 1 1 1 ( W-t+ 1 STA. 5f0 , L - L / s STA. 6 � AND SHALL HAVE 7.5' MINIMUM COVER, rrraaep wuet arE vwsas wrr ww.r wpx ww % xenxcz y 1 1' 1� �i L y y 997. I r Y 41 ! / , @vnEvs r vu s a w x. rm ramxs aEA m w u wa s, �U T�d T 1' 4 -- 1 f J y17 %� 907 1 1 _ � . 1 /~ / 43 35 r 3, SANITARY SEWER SERVICE WYES ARE STATIONED Ir, ar ,waGu.m cw� 9xri v+' t - ! _. - - L r wv r r r r FROM THE DOWN STREAM MANHOLI=. sau� a y.e t s2Ec zal$lc 1 & OX n. @ars Alo xvrs au rxE,Es .xa xyaeens p'/,L @c snroass snn STA. O+Oo MH } .�I - sAn swR ``1 _s �" 1 , r , r 4. SANITARY SEWER INVERTS ARE SHOWN AT THE Ia. rLL NipRANTs a�w eE wws xa rtrr WK Dr curse 3$ } 1 g" P� y,m ./ - / r r r CURB STOP. is s ueao s' "Axc•.ueo le. APrrswm wwt. r-1 v / f rJ u. enrnwets srua xA.e ,oro Dunn N6IIV5 rwr x-Vx (Iw ewsE ee"xenpNs - - - - - -- -1 - - - _ l - BEND ; ` \ -, s 5. SANITARY SEWER & WATER SERVICES SHALL BE ww aea. ,• :Ioez xntT.F frena w@-pn /xD 2-1/211 eeerc Eta I _ r - - _ ( _ f MH STA. 7+00 u. Mc are sDa umx[ .ssEuelr swu wyy . eaa„vn e-yT .axs+ur"t I [8"-45' 1 I22.5' "� .4 44- 8"- CONSTRUCTED 10' BEYOND 7HE R//W. "vwE re sulz thou a reerEs .@axE ra«m aesoe ryur a:te1� I 5' I } } f "0+07 BEND r „ ec cos a crcr 9r x eGsaDxaa c or raowwc "A rn D puES AxD -� I 22-5" fD I I sdtd-o+9't - 1 I Nv�o3.7 r \y / S� auswcsscs eapsc x.sv¢ scrxr s nsrureEo DuaaD Ira wuau Dr 122 rancor I Zt! 13END , �• 3 _'rp,g I tNv=9451- . _ `± 1 'Y Y MFI �A. 3+75 cs-Bs3.7 j..IN / \ �Q" q r 1 wv-a9y.5. I Cs_s 5A ., ~�zas �', l--} E - I I HYDRANT W GV. rr \ � I l2 1 ((� j C5-9026 I I SkW-t+01 I \ A i Cn Q sewyt+Fs 822. I I� s I aNv_s0z.r1 I- e" X 6"-TEE \ \\ i �,-- i 7 IKVL99r.i BEN ` Y I:-Sdw-Ulf2 1 r / HYDRANT W/G.V. 1 - 9a7. I I } 1,' wwsol-z I I� c�9tz7 l I %- 5'-6" DIP CL52 \\ SANITARY SEWER NOTES f a ! \ \�� \ i 1 _ 1 �O �\ �\ 8" X 6"-TEE 11 I cs-en.z I rAiND. EL. 913.1 \ $ Q r uL surt+em serve AND ucasamEs tasT ox corsrauctEa n Acmawxu i STA. 13+50 M / / \ _ 21'-6" DIP CL-52 1 ,3 _ I V \ \ \ 0 �Q 7 rune rec arc Dy u@E n.eD srAruAao srtuncnla+s Nn oewu. 1 / Y I cs-9W.b � I I I ✓ � \ , ' / \ z A4 s/ an S,eF, 2,c xre 9 Aa ac oesTwm AtCai w TD a a-- L _' ' � � W2 !1 C3J // HYDRANT W G. V. Gr. , EL 905.6 ! 7r� I } i I � � i I J r r \ ♦ 8 \ \ \ ^ prAwND spa-PiWUIaR W1Em4 @EpWp "[mm (r(S rIC 2/21221 Y"Ea r.AE) / - a uwtss xoau meErau, w:c swpm ./,Lm sAwrear sir wp nar wo st ' -/ � // / 8" X 6"-TEE r' -' Il 1 ; If � -�' I I I I r f \ \ 6"GV .1 nmxnx ww ore as ore rnw axTp@exr c/sa,m awn, .- ! 16- I 1 y r \ & BOX e Au sAntrwer sE*ce sEmnces sx.0 ec .-ixw rue. srx ,a }- 1 / / i l °-6" OIP CL52, ` Y 4 I I r, \ ♦ r s. seoonl .+lam arc yec Ave mmNcs swa eDyyroae ram neE ae9uRworts W 8 p� 8'GV GNC. EL 902. _ 41 '� -` - L \\\\ r r / ©�\ r/ r \\ \ a°FCDuwsrly s'e'ow`OF„"`ae" csaa/�P l�-Sd (& OX c`r 15 / /l -. ,� ~- �,.ti\\\ \\\\ r \ �P ��\ zs ea t0a e xvernaem 2eonls xac Avn nrnecs s.,", m"yoeu rmN THE xauawerrs - ! / / \ ! Y - Y '��J r r \ \ 9 1 cs ar feer�w cow n2ri rar ,x[ Tw¢. saC .wv A `A' . . . \ s / s Q,\ IN FEET u�N. 1 r. aDrres a Il.xenit mux uclae se.a ore rtuem[ rrm urparc wsa - rY� , i / / •^- r r au@em ro• rsrc mwrs paaAun oN Aa vanrxr' srw uwnEs. ' I kq . D �r 9` 4 BENCHMARKS A uslcErm- ttmsLc ".lvncxr epaccme Ta caw asrvmnw scmmrt 1 `7 R / / / 1 �`\ 1 �1 \\ \\ ��• G a THE 1 . 1 ,e.e..,1: Tn T.xE mAa. ! � � !E/ 13 / / I � 141 \ i � r J 1) MR/DOT G543 Stnl'ecn /33953 (N18ECK B. A I'A' m I•-,' ".NllDlf SECIgN S/a1L lA ah ale/ ueom rK cel '' O `` I r 1 \ ` `l \ MNl6'} - TOP Of Con W4 Llsk sEcepN w .una yip xoart .Dahnenrr emwewe I 2 1! ! 1 ,� � \\ \\ Elawlion v 941,54 (NAP e9). Ip. aE iwrymw tNe pa I,. uDernw ."eua mxs : ea+e¢ce1a+ m e oeamn.s suelr xr �sxet"TMiW-E Ost>Veeam"s� ewa w�aeu 2) s/60 T GSI) /73..awlErexv¢w�(Ks aMN163)_ Tep. t of CDn�ew ► Oie Eleata_ wm.r-p®Iasw-c W= QUEENS STREET N%ANNICA AVENUE N STA, 5}75 STA,s+sn ................. ............ ....... RE91298 fy1H -911.75 . =14.08 d2 - - 43 LD-12.45. 915 MH E-910.65 915 MOr,1 .... .. .... ...... ....... ...... STA 00 .STA. 5+I3Q RE++9i4 44 MH 1 LD-11 STA.: 3+75 1 \ .. .. Zf 910 910 sTA. 0+a0 _ 11.5 , ... . . R�;909A3 �' BLD 7 40 ,� :MH E=99722... . - - i STA; r3 r5o , .... PROPOSED' PLACE 'HI'GH . . ��- .. 3$ LD 1.1.10 Q STA. 1+so GRACE J POINT- OF WM y MFL E=.942.83 LOWER 44M TO PROVIDE 28 LD=19.74 - -� /MH E=9'x83 T FEE y___�_ _�--- \ 24" SEPARATION FROM `Y- �, \ LD=11.91 STORM SEWER eY �Y . L044Ef2. 4VM• TO. PROVIDE , . .:..... . �Y� :. - INSULATE-.. .:-....-. 905 .........<� ..... , .'- �� ..:... , .. � .. .. 9a5 (SEE DETAIL) 21" STM SWR if \\ 15" STM SWR, g J STORM SEWER i --- -- ' CR :Nir N �� s CROSSING 900 EXISTING\ �� - asslNG a {SEE iIETAILj 8" 900 GROUND 'CROSSING . ....... PLA10E'HIGH.. ;n*. - N POINT OF WM AT }IYD TEE: 524'-8 PVC PVG 895 LOWER WM TO PROVIDE O>P Gw 52 SDR 35 O 0,75% SDR 35 0:0.40X 895 7 5 MIN ...... . .... ... . ...... .. . .. 24,". SEPARATION :.... :.. GbVER .. :.. , g".. ... 45' VERTI CAL. FROM STORM SEWER y,60X 74'-B' PVC DR 5 . INSULATE 15' STM 5448 Q: SOR 35 0 t7409� PVC SDR 35 HEN DS AS O 0. REQUIRED R 35 4b% E 890 12' OSSING �. FSC: : : �B" SAN SWR: 890 ('SEE :DETAIL) CR _.. .: :... .. ,.CROSSING..__ : ....... :..-.... 2i�..... .. ...... _.-- SSING „CRO "�s:o1a" 885 885 .. - - .-- - .. :...... 50 .................. ....................... ... _..... �$ Pvc PVC SPR 26 i-70x.... - 880 ..LL ase _ ta e 875 875cc _ .. . I �.! ...:.. ..: ...... I '.......... ! cr - - �' ' a . a 6I N N Or di u7 (� pWp co a On .oc � pop pp, 05 Co. 870 i : > 7. 7 ? :. 50^ Z Z ......:.. .... Z Z ? ....., ......_. .. ... ..,. -. ...- ... ..... ... .. .-. ... �....... ......... .. - Z - Z Z tl+OOT 1+00 2+00 3+00 4+00 8+00 6+40 7+00 8+00 9+(!0 10fO0 �� 3940 Prlea Sank Ridge P, 410D INerebyperdly Maethls Plan, swecl5catwo Prinh Name: tk-1 Kry3t06ar, p.E. Prawn: APS Ne,�14w. H.C. Golf Course Development, LLC. THE ROYAL GOLF CLUB AT SANITARY SEWER & 16 1. 5126117 Final Plan set submletal • enVlronmental dlaf MN 554k9 4r mportwas prepare¢ by me or udder my 2.7123117 Ger Clry Comments, Lot Lines Of engines ng PNpne: ne3lFss 7400 derectsuPeryiswnanothatI-'cl.ry s,ananere iL.�� Pe�anaa arK 11074 Radisson RId NE, LAKE ELMO 15T ADpTTION �y►ATER MAIN McCam 'u Fax: (763) 484-7459 Ucensed Pmressbnal Eva- under �r 37 rye YlDq www.carfSMmcEaln,Wm Melaw4 artne State ar Minnesota Dale- 4/26117 ll,,naes. 25M3 Date. 4126/12 Blaine, MN 55449 Lake Elmo, Minnesota WAMMAIN NOTES E Cok a : °Ew�`p s o"m€uFlu�"p s iva o rIN aCOO"""'� GENERAL SERVICE NOTES- : a,N-u - Oc tasm0 yu 6 saw 9E 1 -R -M on. a. Gm R-1- I, SANITARY SEWER SERVICES SHALL BE 4" PVC s. N- s x p.IOnIE WOIr -M Neem w ParEnnunc a ss -5:. SCHEDULE 40. w1 rI++IN3 - Ctaaa y - CI r SPEC. Pa . 1L, __ aH„Ei IK A� NpN -t 1Na z GONNEt�a a� 2. WATER SERVICES SHALL BE t" COPPER TYPE K m"€ N� UAND SHALL HAVE 7.5' MINIMUM COVER. p I15E CLl[ rKYEa 3dt H1 I6P(TlRlmafrs P N MgICN +T INCH6 1. um vuacs s I. ec NEsuwr WI __ np. wumOt sEl±cs zSOo ca .PPnDVED EXI4_ GM wLrTS .9 0)wKR - trio srr4 2611; C3. +. � au Nri runs FOR KL .PP TONS GaEl R -4 12 au M 3. SANITARY SEWER SERVICE WYES ARE STATIONED a. aulroau ruvss s"Ns sr wgum JNE IN. OR .PPao+ta rw.a. eV -1 FROM THE DOWN STREAM MANHOLE. NK5 sNV1 CO+MLY rntl GF1Y SPEF 26t 1.2.0 4 aa.rs ,1r4] h1eG 6N Itr V.iNS ANp Nvpawl5 swi ff awNrrSa SREL 10. ,Iu NmR.'a s".u. Be .s`ulm a.0 - WI, of tune. t17 I } I � 51-{�E,T 16 I I � 4. SANITARY SEWER INVERTS ARE SHOWN AT 11•IE +rcm�lns sNr ee N Tn_ �rw * uonn as -6r OR pPNOnO 01 5�� 15 II II 14 I � � CURB STOP. n�.sr r,NO '.art- Ncp. 10 1 9 I l I5. SANITARY SEWER & WATER SERVICES SHALL BE »teaa+a sa.n,n „o O nE soaes on :-I/: k0a �s 0« Ana s } I l sew -2+4c N✓Ka97.4 ! + sa w.a+s7 r r 1 CONSTRUCTED 10' BEYOND THE R/W. 1s . w wIE sm z HOsz� (.10ou r,s-cn oxo vvn.cal "1n rw aw V 1 I l { I S�v-3+35 1to rNc cw® smP ararlrf asmmtr s1w� wrE , uNuwN t -n anlusluwr INV -999.0 .CS -907.4 I INV -9969 1!$" PLUG "Ne.0 cP.mE nor D�DCOm. sew-r+O6 I I Ixv�es z } I txv-e97.> I y 1sew-0+23 1 I } 1 cs=9Da7 ) cs-eOG.41 6. WATER SERVICES FOR LOTS 2-11, BLOCK 5 <. ,tic cOr+rP.clGrs swot. ec aESPONsaE r0a PrlOuR NO v m Iwurs .uw Ixv-996.1 Cs-s07.z 1 g, } I I 1 / Sdcw-1+6asem. a Crsa P m OVaNG E w as O Pao WV -893.3 rCS-9051 1 I t 1 I a I r ! 1.MHAND LOTS 13-15, BLOCK 6 SHALL BE LOWERED cs 993.3 }11 IMH A, 2 +50 cs-907.0 49 2' UNDER THE STORM SEWER AND INSULATED. MH i STA1 SANITARY SEWER NOTES �FF� \ 11 ! MH q STAB 19+50 L ---`J L_ -- � L t \ \ YDRANT W/G.V. -RW sExEx .x0 GCcssaacs .N W ccxi aucre0 N aONO N 8"GV E5 - 1 - _ / ne On oe axe talo sruawm 1 -in mows aro MA.. SEG � °� -& BOX _ L � - - cc :.: ` ,(TURN HYDRANT) z u.L 5iairAnr sarpt P'un Prr SNN-1 R INsr L .DCORa +F - STualum -� - r� ea00 uP,"xo 1py -pe.wuwr "Rl . aEOGwO uE}Hm mea - vrm.nr s, 4 PI ) _ "PVC SA S z+ao $" X 6" -REDUCER 014'9- Nmm O "CR"SC 4LL suxm m sa4wn � PK P r +0 � � � „ e" 41P l - I E I AN�y� J - 0, � 1 � 5'-6" DIP CL.52 mnNGs sluu. 6r SPN as Nrl" [S 510NERIC WSrrrtD ill'. .(. G< 2' e/ - KR DR -!�� _ �' GND. EL. 907.3 r s.aanx+ srvm W"M - O2. +_ Na, r.o• =K w _ .1' - ` -1 1- " IL 8"- 45' a su0o1N eu,m P+c Pwc pro mnxcs swu wNmrN, +.m. 1NE PEOurEurans / a� / +� -, _ - - -- -8"GV - - sew -3+20 } 4 - / BEND or 491" a -spy. rON nc W. sr RD putaeswN P,ra {swA ."b sh0 IN 5 y - - _ r P•VveaNwt5 i +m aN n,e ar.w6. STarauna+s. uo :P[CI4. PRartSWK: / & Box I INV -597-9 i t ` ® / ey _ 1 r `- MH STA. 22100 I I I cs-sOr.s t I / som-1+05 a. aG.lroacla mNCNrre APe wO n1+.1O5 -Nut roNnza, .m1 +NE PEwl40lrxrs Gr 10 I I [- INV -899.0 of . Om sPp uu (Nrmflcm Oo REIE P 0 roN Nc P ir' ® 1 a / i _ _ - - - F- ~ ~ - 46 I I I - - - S� I ) 8"X8" HYDRANT W G.Y. I sew -o+96 } I r 1 \ Gs.9as.a 12`X8" I I / Bawls 0.1w.It l,; nd� sEC,laes s,w,. t,2 mrlwr pan c 00.r 19tH ,�, a " / / sew -0+35 I I I sew-z+�4 I 1 sew-a+ee I t �E sew -2+24 8" X 6" -TEE I INV 8971 4 18"-22.5' ro Na c Hans allonom w LL 4,a SEaTa aV0 o E� F REDUCER I) Nv 988.1 4 INV -697.9 1 t t I C5-997.1 I I BEND a swlwm 5DMtR Nair „u Oona r1Ps 5Nw sr ra D TO TME luwrur.anl ! CC ".// I V I V iN+! 697.5 MV -89811 l I I } H STA. 27+2 D 25 s0 100 Cs -996.1 I sarw-1+3s I is -save i t 1 4 11`-6' DiP CL.52 A G.N�,rn. nnael.c NN,sN+ICNt tANNEI: N TO Nat or,ras mu sErnvastn '4' 8"-22.5' INv-896,7 I l cs-807.8 I is-9Da.t I \ Or VE PIPE Me Naa- r0 ru¢ PUCC / CCF 7 } 4 I I CS -900.7 { I } l i 1 GND. EL. 906.9 I 1 1 I } \ \ T BEND y{ HYDRANT W/G.V, l l I} I V t l } I y scw=l+5s sew"0+aa \ v. N V -o' 10 ; -: lwmar srclwN swsx er 4er- .0m rNc GRL /f 7 I I 1 1 I iCS-997.2 } t INV- 7,s \ \ IN FEET secnOd tO u.q4 roe rmcxlt .IaostiONr aNENExPa s v St sew>O+y, y { $" X 6" -TEE { I I } 5 t I �} l I } y 8 } CS -907.2 } ; \ ( ) / IHV -593.9 1 I t 5 t I t I 7 1 1 Cs -907.6 \ 10. .0 sexnet uN'0 arvaa tan. Nan . r.z- N.�.00a uu0srn xnit acro CS -NN 1 19 '-6" DIP CL52 I I I } I I } I arN¢ suN,a k, � ,~r 1� x I,rr m - 6ItO ClN,aaM / } I GND. EL. 905.1 I t 3 y t I I 1 1 t l } t } t I 1y °\ ' BENCHMARKS 11 _ u.,ONo. CGN"CC,ICN M..N ra�a,.«a swo-arra stia nN t I 1 I I I t 9 I \ Or".. GEeas s.wi � Patv4rtte _ su N0 tar E . _ ar I I I \ NIR/tD - ID i. i- 13l Dldt I tixuttir xsruuNO NvmmuP Pests rs xoom iN 1N[ ouslaro wNwls. 1 t l l I ) 11 1 \ \\ 1) LINLIN163) To SPIP Gr #33653 (NYBECN twa tim - 941.54 (NAVD 88). I ) I 1 ' I 2) MN/DaT GSID Skolion #33601 (KRAFTHEFER MN163) - Top of C -t,& DIA 0-11- - 913.04 (NAW ab). .... ..... .............. ANNIKA DRIVE N MH E 902 07 : L STA. 22� Q9 ; c STA. 25+50 STA 27+25 5.95 MH Eh907.09 910 5 LD ,21.38 EXISTING 47 LD 9102 65 : #AS ED 90.72 49 LQ=12.30 910 MH RE=906.93, ........... .... ....... BLD=1440 rCSTA:'15+sa ...... .. .. .. .. ... .. .......... ..... .. . MH E-903.15: GROUNR _ _ PROPOSED 45 LD=i 2.32' `GRADE 905 905 _ .' �_�--. - '-- y_� - �• / , .. .. ............ ... ....... .. .. .. .. .. ... .. SWR y - T. ` MAFNTAtN i$ . - CROSSING 7.5' M1N. PLACE HIGH z A : ! 5 STM - "!EPERATION : PLACE HIGH -� 18` SEPERATION CROSSING 900 ATI HYD TENT OF ES /� MAI ANIT4RY _ POINT of 1na1 12 , STM SWR . MAINTAIN SES : \�\ -AT HYD TEE BOSSING • SANITARY WATER. MAIN & / ' SEWER SERVICE dc: 900 � BETWEEN SERVICE ..... . : �, \ & INSULATE 8" DIP CL. 52 WM I INS 'AjE 895 8 P ' � LUG 895 _ PV R 35 .40� SDR 8 PLUG, ......... 115 -$ PVic 890 70` 349-,8 PVC SOR 35 a 0.!40: 174' 8" C 50 ®0 35'!9 0 40 8�� IO1;AL ............ PVC. SDTi .�S 0.409 SOft ®0 4 �,.,.. . T ... .. .. ............ ....... .. ........ .... . ..... ..... ..., . 67'-8" PVC 250 � - 50'-8' PVC w SDR 35 2:00 ��J� 20'-8". DIP. ...:.. ....: :. :..... $$5 .. ............ CL. 52 0 2.Do _ . JNV. 889.43 880 CONSTRUCT 8.64' . . .. _. ..-' TSIDE VERTICAL.... .:...... 880 DROP CONNECTION : w t�i7 W .........: ....... :. ... ) oa. as .....:.. ti7....:.. I : l al n n rn Iao.........._ ...... .. ..... ... .... I _ 44... . ...,n . 7rr to to aD Ol Yf of tci mm a0 m Cu 8:7 7 870 ; a DID cc m _ _ - 1'-50 R+DO 1+00 . ............2+00 3+00 -. 4+00 5+00 ..... 8+00....... ` 7+01] . 8+�� 9+'00 .... ? .... . zz � Z Carlson tol%q r �M�1I1�� 3s90 pheaaant lild IIIN I hereby eer:+fy th t this plan. sp0erncation IYhtN,me: snana.xr+�Onak,aE. ora n. ao0 �^ pn6. THE ROYAL GOLF CLUB AT V�, I I4�� I •environmental 8ialne, MN 99449 or report was prepared by me Or under my I.5/2WV BnaC elan set submlual H.C.. Golf Course Development, LLC. SANITARY SEWER & �� • en Inecnn Phone: (763) 999-790 dX eCt aupeMsgn and that 1 am a tluly 51q a ore L fz De4gned 8}K 2.7J2ol17 per CITY Camm.n[s, SWI, sen 5wr 8 wN >I 9 g Pax- 767 499-7959 chrect ed ey[ssnand 11074 Radisson Rd NE, LAKE ELMQ IST ADDITION Of McCain surveying www.cadspnmrcMAIOm th.Iaw5ofthestateaM,�nesetraGr Eat. 426117 Utensea:25063 Dat" 412W17 Blaine, MN 55449 Lake Elmo, Minnesota WATER MAIN / 37 OUTLOT D BM 'a _ - CB -346 DESIGN G `\� ---- ------1 _ � - - _- R-4342 CBMH-344 48" DIA_ 5 CBMH-343 48" DIA. R -3067-V CBMH-400 48" DIA, R-4342 STMH-401 48" DIA. R-1642 STMH--402 1 I I ! ! d.:.... V A y 1 I I !! ( !! ! PLACE 9 CRD Nn z sTA.36+7 I TM 7 LT 402 !! r l f l to z [nom R f k °p STORM5EWER NOTES +. Ari sra�ar snm N+o +tassawes L4ar sc cows+uuuty w .ccvlmwa .w� 1Nc on aP L.utE aAo sn+o.Rt rncmc.Liloxs Avo orrwrs z. R[rKptria 00Wt l[ IRE -a -os POLL Cd+FORIt kRN INE 9s, µo 5 •: CUSS SPECn 6 MNNIO YD 9A'c- P.PE) in9 F1fE 1YFE ]. F¶EWy CCNCRE[E a"ixali ANa c'" 64P1 $EC1 s S CO Fr TO W REt1AREkD1I5 of A r' -C' is 1' u+'+ao[E A4llall SIWIl I GA' -LC Ntp[ 'HI tax[ 5iatpx 1[I NIW TCR xDp1f NNrSryExt'NrFNfl4A Ra nue s. uONfS or 11,W11alE R6£R SFPrICNS Pu4i ff rlwcac Axa o,00,E Mrll RVa®r W RHC MN "Rpapy M ALL o- s SrFR nwMCL[s 6. Ppa4W PCLL eL --- aa O.'E9 GECrE%rYt---W LbWt srcc swi. a,ss -. oN u s>'mnEa Ntxe+r. r- rxE GFOIA LE FA80.0 USrL NiRlf WP -WP yN{[ [Yi[M] � R UN➢ER nE 6 NRN6x s In6rALL rP. Sx WrM]5 ON /l1 £INCE E:Af SC4119H5. .1i s�Lr siwy. eE e[ IneO aur rRo[r ms m>•-wr AT me cNp ar rxc 1+i10<M. U / ! AL_ MER O IVfAa I T 114-74 \ a rA '7• y✓ _ ----------- FE POND 60Syi/ / NWL = 883.0 !, 100 YR HWL - 887.5 r</ WETLAND 2 / NWL = 876.5 . 00 YR HWL = 879.5 STORM[ SEWER SCHEDULE STRUCTURE TYPE & No. SIZE NEENAH CASTING or EQUAL CB -346 DESIGN G R-4342 CBMH-345 48" DIA. R-4342 CBMH-344 48" DIA_ R --3067-V CBMH-343 48" DIA. R -3067-V CBMH-400 48" DIA, R-4342 STMH-401 48" DIA. R-1642 STMH--402 48" DIA. R-1642 d.:.... bC5-60 SEE DETAIL + JLL UL I AIL. 4UZ GENERAL NOTES: L INSTALL SEDIMENT CONTROL BARRIER INSERTS ON ALL CATCH BASINS (SEE DETAIL), 2. ALL 6 INCH DRAIN TILE LOCATED IN BASINS TO BE CONSTRUCTED PER CITY DETAIL 402 3. ALL STORM SEWER STRUCTURES WITHIN 10 FT. OF WATERMAIN TO HAVE WATER TIGHT CONNECTIONS PER MDH REQUIREMENTS. a 0 25 50 T. ( fN FEET ) BENCHMARKS 1) MN/11OT MD SI.U- /33653 CNY13ECK MN183) - Top of ContrsE VIA El -UW = 941.54 (NAW 88). 2) MN/DOT G$0 Station /33801 (KRAFTMEFp7 MN163) - Tap o1 Cankrd DiA Efawllon - 913.04 (NASD 98)- 90..1E L PIP : PIpE''t STA. 3+04 ... .... SPE, srA., o+no, .. .: ... $Y0. 1+23 - ......... :. BM f1E=897.66 - P4P€i 5TA. 4+61 905 CB RE=896.50 ' 0 ... .. TEED=7,90. art>E4srA.lrea TM RE=8$7.20 346 8 -4.50 4 BLD -4.78' 344 PIPE 4 STA. 8:39 P)PE�E STA. 3+39 TM RE=8198.14 4101 BLD=16.53 @ _O 343. 900 CBM RE=897.66 5.96 4:02 840=15.83 400 BLn=2D.10 900 :... .....:... .....3.. BLD........ ... p PROPOSED 895 GRADE ~~~ � i .......�:�f :,.. \` ISTING GROUND 895 .. ..... .. .. .. .�_.... ...GROUND ......, $�� 123-12 RCP y` REsB&7 «sa SA t ` OCS ........ -... CL. 5: .... \ .:.... BiD=4.50 60 f 0.$OR 182 -15. RCP' GL '5 a 0.80?, 15' F:E.S: ... -�; !. FUTURE 12" STM SWR... . - .. - `��....... ....... 890 1 FUTURE CRO9911 6i � FUTURE W/TRASH GUARD $$� :FUTUR@ 12x PLACE 8 C.Y. 12" WM ! M1 . 12' WM 26'-I V RCP CL' 3 RIP RAP CROSSING ! n to GL 5 0 O.80% CROSSING a W%FILTER FR9RIG : �x �� t.° If CROSSING ..:......... :..... .... ... 885 (TIE LAST 3 JOINTS) .:.. as RC CL 5 ® 8o`,{ 126-18 RCP z ND 6� T 8': SAN SWR : CL :5 0 0.559 98 -18. RCP CL.:5 Q 0,552 ``� a 8 :CROSSING : .... .... . 56'-18 RCP 6' SAN SWR . ... - , PO 0 o n NW7, ". 883.Q. 168 vU ' 100: Y1T HWL - 887.5 3Q-18 RCP: T CTL. 5 0 Q.55% 18' F.E S. CL 5 m 5,302 CROSSING : 0+00 1+00 2+00 3+00 4+60 O+GO 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 `.� J (Carlson /V�(7V-Mry _,/� _ �� (TIE ALL JOINTS) 389ft MNant4JdgeD RIOD 61aInC, MN 55449 Phone- (7639489-7900 Fax: (763) 489-7959 www,carlsoamccaMcom o, repot as Io h-Pbyan aatKK, PatNama: ananl.K�sto4ak,P.E. ar re0ort was prepared by me o n0ar my Used Peale lon ad t11atlam adnly 59natare ,j, Uxnsc¢ vroMsvorwl Ery r nacr the laws of the 5taceatminhesota Dete: 4126117 Ls m4: 25o67 D„wn. ADe DeR�gny g1K craw 412WI7 18 F.E.S. t•� H.C. Gaff Course Development, LLC. r / 11074 Radisson Rd NE, Blaine, MN 55449 1 THE ROYAL GOLF CLUB AT LAKE ELMO - 1ST ADDITION Lake Elmo, Minnesota STORM SEWER _ :..... ....... .. :.... .. Wi .;.. d.:.... PLACE 9 CRD Nn z t() a to z [nom R - k °p CL 3 AIP RAP 1 I. I I I 1 I i -W/FILTER FABRIC m o.-... ......._... N.....,,... .. . ........ m-. I: .I ao... .....: :f o.. a..... I... I I I I't AST 3: JOINTS) LAST f a w f. n1. M ;. ............. . ;... .. 4D c CC 0.0- .. ..... .. CO 4V 1. Go' cc - cc cc to to11� : m to OO AD j z z 23 z 23 i z z i y �:> 00 j 0+00 1+00 2+00 3+00 4+60 O+GO 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 `.� J (Carlson /V�(7V-Mry _,/� _ �� • enYrronmCntal eng,neenng +surveysng 389ft MNant4JdgeD RIOD 61aInC, MN 55449 Phone- (7639489-7900 Fax: (763) 489-7959 www,carlsoamccaMcom o, repot as Io h-Pbyan aatKK, PatNama: ananl.K�sto4ak,P.E. ar re0ort was prepared by me o n0ar my Used Peale lon ad t11atlam adnly 59natare ,j, Uxnsc¢ vroMsvorwl Ery r nacr the laws of the 5taceatminhesota Dete: 4126117 Ls m4: 25o67 D„wn. ADe DeR�gny g1K craw 412WI7 RrvlSa s: S. S 28J1] Flnal P. Se[ SubmMial t•� H.C. Gaff Course Development, LLC. r / 11074 Radisson Rd NE, Blaine, MN 55449 1 THE ROYAL GOLF CLUB AT LAKE ELMO - 1ST ADDITION Lake Elmo, Minnesota STORM SEWER LM 870 jm--. 19 r of / 37 HORSESUOE LAKE —(NGVD 29)iii' f 1 ! MN DNR 82-74P .=, OHW = 876.6---©UTL&T N- r'' 1.! FE!F,,f# 100 YR HWL = 877.4 [NAVD 88 = (NGVD 29)+0.10]' FES - �� -- -- - Ott LtJ LO p(%r r 0 L 100 YR HWL = 879.5 ' -�,� � OUTLOT S1p t I ROSE LAKE — (NGVD 29} i MN DMR 82-112W OHW =UNDETERMINED +! OUTLOT P % / �',' � !l loo YR HWL = 663.4 /y/ (Per Valley Branch WSD) i [NAVD 88 = (NGVD 29)*0.10] r � WETLAND 2 'r NWL = 876.5 100 YR HWL 879.5 I FES f TORM SEWER N 3. W/KefcLp CON AEf£ YiPC 1"C f1111N6 9aVt CpNF01a1 "1111 rNE PCp.aE'L�VSy. NiMue l2n (HI]ItChCm WutRCIE RQ iM TE r'RL $I2E, ML n SVEni4D HFR[IN. v EfwiT C011eRElC kMI1KKF 4'.o e, C Bc9N anG S"YL COMFWnV co TIE Si'-0• TP 1'-4• E1NIHOCE SECfpN A141 BE 1NSTWp V>UP+ rXE eCMC CLTON Tt1 N1AM F04 HE1CM WiUiE,1EM YHFNMIt PlTSft£ 3..grN15 � uaNImCE xsCx SUmr s 9ML6 BE Tq#.VE FNa W100K MV" rne� ro• WNc roans v�noen aN rLL slPmr s2.En w.rrllucs lalaPr SPEC- ]CPI. 41-`•5 0, PC AS SPEC,nm ✓+fRn. r- I"E esalemEE vuaa: ustn wain rae_y,r swuE Exmm s n urine Tc a ivm vs a ws�u rnfsl Plums a+ ui iiram o+u sEcaor+s p. �Slrr wui � a-rwhco wr rrsol, rix xv-aw ar ,HE rw 6 nc 0 25 50 100 IN FEET ) BENCHMARKS I) MN/DOT GSD Stotk a ,{.79653 (NYBECK IAN 163) - Top of ConLrd Disk E—tIm - 941.54 (NAVA 88). 2) MN/DDT GSD Station 133501 (KRAFTHEFER MN163) - Top of Controf Disk Elevation -r 913.04 (NAVD 88). 1.r,�' /........ .. _ -. ... ... .. .. ....... ........ ...... ......... ....I.. ............... FES �{ :... .....:... RT :#3 . ...:.... : r CULVERT G. 895 CULY�. ........... .................. ............ .... CULVERT #1 890 PR OPOSED :..... :. : . .. .............. .. .....:... 36'.FESW/TRASH GUARD P ACE 28 CY.36" FES »4 3 RIP RAPW/TRASH:GUARD QANDGT SAFETY APRON JOINTS)(TIE ALL JOINTS) �4'$AfEETY APRON(MNi}QT.. .. — ANDARD 885 (TI :ALL , . .�.. . PLATENOF 34Z2CjSTANDARD PLATE NO. 3022C}r (TIE ALL JOINTS) 88O PLAC 15" FES WETLAND 2 TING PLACE 1 TH FILTER ABRIC S 4WIW/TRASH GUARD15": FES NWL =: 876.5OUND ROSE :LAKE - (NGVD W (TIE ALL JOINTS) E 8 C.Y. 100YRHWL = 879.5 .MN: DNR 82-112W......' ...... .. .. ... f ...CL; B :RIP RAP W/TRASH.GU.ARD...... ...... _...... ... HW'— U TERMINER 24(TIE ALL' JOINTS) - (11E ALL JOINTS) 94'-36 R�00 YR HWL =:883.4 : i CL .5 *0,76% X � 3 NWL 876.5 Cl ©.45% FUTURE 12" (Per Valley Branch NSD) ROSE LAKE—:(NGV17 29) 875 100 YR HWL 879.5 WM CROSSING [AVO }+0 1 — UNDETERMINED.: :.... MN DNR 8 .........N .88 _ .(NG`Vfl 29 : 4� . OHW. . LND ...... HORSESHOE' LAKE '- (KGVD' 291 . . . .... ........ _ .. ... .. ... ........ 44'-15" RCP 100 YR HWL := 883.4 s' SAN SWR MN DNR 82-74P. '-- GL 5 0.70% (Per Valley Branch WSD): CROSSING OHW 676.8 870 100 YR H870 WL — 877:4 8' SAN SWR [NAVD 88 (NGVD = z9)+O.i4l.. jNAVD — (NGVB 29)+(J.id . .. — to .... CROSSING, . ..,. ...., ... w Z 865 '' ' ......... .... ............ -.._.. _. - ... .... Lf ..:...... OD 860Z Z 0+00 Z 0+00.................... :.. o+oa .. 1+00 - - ........ . %/ • enVirunmflntaf Carson 789oph6asantRldgeDra,OD 6faina, MN 55494 ,herebref�rr�aEEb1�p1,P,3pezr�t,Pn �„.rName: �Naa,.Ky,lon.k.a.E. er report Was prepared by me Pr under my Dra a. Aos Kfy�gPs: 1. 5J26J17 Flr1al Plaa Se: SPbmI1W1 H.C. Golf Course Development, LLC. Radisson Rd NEr THE ROYAL GOLF CLUB AT LAKE ELMO - 1ST ADDITION STORM SEWER PLAN 20 of l \ . •engineering 1�/�/„( /��'� •su eying �71`ir►V6r. { Fhpne. (7631489-190D — (753)989-1— ww.Ea�lsoDmEEa�D.�o�, directSapeNismnandthatIamaWy S1g—r. licensedoftessandoryinccrunder ene lb,,,�mtne statb er M,nne:gta D.,Le 4rz6,�1 E.�en=e .: zsob� Designed' B]K D.:� .r�se,� 11074 Bla-sne, MN 55449 Lake Elmo, Minnesota 37 4 INFILTRATION BASIN #10 100 YR HWL = 887.4 9 STORM SEWER NOTES � ALL ST $EeF11 YL !CGiSsom6 WST % WMImfGIED IN AECpkLwxc[ wrtd tv.E tm' Or INtG ELrO $TaNGYRO SECaY�t%uE axP OR4L5, z R61FYMiCm CaHCRfIE PA Wf0 rIr[N9$ SrN11 DGNFdtY YY.rH wRcwiRFteFwr4 aK vw°r" ", Omxroxm a CRETE rxx) r°R W m¢• SQE, M41 SiavcN MSi sP[f�Ep SWI. 3. ➢REpv"I COxoRETE AprlxolF allo GICM E. sengx5 5xail op�atu ro r�E REau�uvnars oP wsru c -an 4 4 t' -a' m '-.' xotc sterol ssFrr ae f+svuun uuxR mE coxe sernaN ro .uo. r� wcnr wuvsruon wrExcxn sossmr. a..uixrs of vunrolE msEn ucaaa aw. ec m«cvE cwowE enx I— •o• Rxro .axxrs Pxwum ory au sroRu SErm. uaxxoEcs- �. MP. p,.p iiVLL pE Haw-PUCm o R o,Ed L rNaaC aHG COHFORY In npeF S^EG- SEPI. GYAGS IR OR IS SPEpF1Ep NERpK Y YHE C[9nxraT Fa6R4 USEp xxpErr Ii SISLLF. —a F rt UNDER TVE e, raawsx � wrvc mwr wums cw ,eF. Harem an srcnoxs a�v�s�r swu aG c1E.Nm cur raw INE Re-aw ar tfrE Exo or rr«c FES,' STORM r-- '+�� ..'� ✓�, FES OUTLOT1 M i I' POND 10 y \ l NAL = 884.0 OUTT_ET =884.5 100 YR HWL =887.4 j \ FES 18" FES W/TRASH GUARD. CULVERT ¢ PLACE 9 C.Y. CL 3 RIP RAP W/FlLTER FABRIC ...... .... !11E ALL JOINTS) .. • a5" 'F.E S:: W/TRASH GUARD: ' 18 FES PLACE 8 C.Y. W/TFiASH GUARD CL 3 RIP RAP ......(TIE' ALL. JOINTS).... ... t 'HIf?LTER. FABRIC :(TIE LAST 3 IOINTS� /72 -15 RC 42'-18" RCF CL 5 6 0.51 880 CL 5 ®0.30% INFILTRATION BASIN ISL 875 100 YR HWL = 887.4 off : .. ... ..... POND 10.,.. NWL = 884.0 OUTLET —884.5 100 YR HW1-:=867.4 5 102 1 1 5 5 + 5 1 OUTLOT D R A 1 r 5 1 1 + 5 --- _ _ \ ro 5 + + + GENERAL NOTES: 1. INSTALL SEDIMENT CONTROL BARRIER INSERTS ON ALL CATCH BASINS (SEE DETAIL). 2. ALL 6 INCH DRAIN TILE LOCATED IN BASINS TO BE CONSTRUCTED PER CITY DETAIL 402 3. ALL STORM SEWER STRUCTURES WITHIN 10 FT. OF WATERMAIN TO HAVE WATER TIGHT CONNECTIONS PER MOH REQUIREMENTS. STORM SEWER SCHEDULE STRUCTURE TYPE k No. SIZE NEENAH CASTING or EQUAL CB -102 *DESIGN G R-4342 STMH-101 48" DIA. R-1642 S 48" DIA. R-1542 0SEE DETAIL - SEE DETAIL 402 z a 25 50 Iva IN FEET ] HORSESHOE LAKE„_ (NGVD 29) MN DNR 82-74P OHW = 876.8 100 YR HWL = 877,4 [NAVD 88 = (NGVD 29)+0.10] BENCHIgARKS 1) NN/00T 3514 Station J33653 (NY6EGK MN16J) - Top of Cmlrol OI k Elaveti- - 941.54 (NAVO 88). 2) NN/DOT GNU Slalion P3501 (KRAFTHEFER 1034153) - Top of Cono-d Olak Elevation - 983.04 (NAW 06), PYPEikk STA. 6+ 72 5TM . RE=893.00 PIPE�t sra c+ea EXISTING : ' i .. CB .RE— 96.00 - GROUND, .. . BLD=6:64 �/ 102 BLO=4.50' 11a �1® Z_607', CL 5 CROSSING 8'ISAN' SWR'-' ...... - PIPErt STA �4+32' -- .'/.. ...... ...... ..... .. .......', .. ....... ...... _.-...--. -.. ... .... .. :.... ... ...... ..-. --.. RE=887.30 OCS BLD=8,46” 10 - �� PIPE PE 57A- 4+19: - - // � L\.,........ � STM 6 RLED ~~Y S OA B _ 31 18" F.E.S.: _~} �8" (TIE ALL JOINTS) CROSSING : POND 10 ORA . : ' PROPOSED.. -\-10" 12» �_ . `.`. :...... .. 18e"FSH ...... .... . :884.0 4" -f CROSSING A� W/TRA GUARD: OUTLET =10 OUTLET SAN SWR CROSSING I f : : PLACE 9 C.Y. 100 YR HWL =887.3: : CROSSING CL 3 RIP RAP :.....,.-.:.-.. .... ....:.. W/FII,TER FAaRIc:...... 32-18- RCP (TIE LAST 3 JOINTS) CL 5 0 9.25% 387. =CL, 176 -18 RCP L, 5 � 0 38% HbR5t:5H6L LAKE "-..(IVVb 2s� : MN DN 82-74P : OHW = 876.8 100 YR HWL - 87714 870 - ................. ............ 6n z y i ? fI4AVp (n e 865 m �' : I . I .I f 1 .... ... ... .._........: .... . nowm Go co cc: m : : o 860 ?.. .... z ....... _..:........ ...... _ ?... — :... _ :. Z. x . ....... :... t+50 1+0o a+40 'o+Do 'i+QQ o+ao H.C.+oD z+aa� 300 &+oo � �sk4o Caring 3890 Phedsan[Rldge Pr*144 IhereGy[ertify that tlltls pla n, 5p¢Ufi GIE,On Pria[Name finan J. KrysMnak, PP. ❑awn; AIDE 1. 5/2tn5' CGolf Course Development LLC, THE ROYAL GOLF CLUB AT 21 • envlmnmental Blaine, MN 55449 Gr report was 1. SR4/17 per Ow C°m ,e Phone: 763) 489-7900 dire t- Prepdr[d by me or under my 9 / /'+�/, •anjineerih ( peofssi nal that1er ddaly Signature, tet" 1� pas neQ, g1K Z•>/2B/17 pCf Cl[y Cumnlenr5 McCain 'S""�'"g4 Fax: (763)489-7959 ice"sedPfPfess�°Hall"g'neefa"der a 11074 Radisson Rd NE, LAKE ELMO IST ADDITION STORM SEWER at w ca rlsonmedain.com the laws of the state or M innesota 0ate'_4126/17 License# 25063 Dane. 4126/17 Blaine, MN 55449 Lake Elmo, Minnesota / 37 GENERAL NOTES: 1, INSTALL SEDIMENT CONTROL BARRIER INSERTS ON ALL CATCH BASINS (SEE DETAIL). 2. ALL 6 INCH ORA(N TILE LOCATED IN BASINS TO BE CONSTRUCTED PER CITY DETAIL 402 3, ALL STORM SEWER STRUCTURES WITHIN 10 FT. OF WATERMAIN TO NAVE WATER TIGHT CONNECTIONS PER MDH REQUMEMENTS. smn sa,xx uIB +CassuxEs Nusr a[ ma,mclm � e000auuacE inu II[ arr of u,t£ ¢un sn"Dlaa sirsrwnrws ,u+D o[ves. 2 RON(ORC4D Gal�'REIE MPi Nq i1rlIHLS 9N£t NNNftlI I,IIN 91£ weerrls a woor sxc 12N [wHn,Rem res n�Re1 rw ,"£ r*Pe exo snwutx cuss sR£a-cp xeRm;- a l A 1'-O• iO 1'-.' Yy44;E 5[CrM, SXNL � x15TAlID I,NaFR RY£ CONE ACINN TO "Ligx Eqa H[Iwt �aYUF3R YDIENErEiI PC59BLE y � o< BSEP sEc,nNs sruu B£ IoxalE .� caawE >n,ll miaea b' rrw darxrs vxoxgm qx u,_ S,war SEeER uualoll:s ue,.wrR R,c xw+t ec xuo-vucw acR uarana Fearnc ew rn+lad m �. SwI, a.�ss a oa u srcugm x£x£�,, Y. a,E CF41ORiL FABRIC qSm VMBP �-PDP SWIl EER"D 3 FT VNa� THE a swlesw a iNsreu iww cuums ux uE ru zn EHo s€ema. 6A,i gEr sw,e aE u.Ewm our rRo+, tn£ aP.a.R eT rHE c,o of TME Rw[ci STORM SEWER SCHEDULE r- NEENAH CASTING or EQUAL STUH-109 72" DIA. R-1642 CBMH-110 1 R -3067-V CBMH-111 72" DIA. R -3067-V PIP A +. CB -125 24"x36" R -3067-V PIKE S7 ! ! " CB -126 100'-4' PERFORATED R --3067-V TM 3 CBMH-130 PVC DRAINTILE & CLEANOUT R-4342 C13MH-131 ' 109 R --3067-V CBMH-132 48" DIA. R -3067-V CB -133 *DESIGN G R-4342 J STA.16+84 C6 STMH-134 48" DIA. I R-4342 r 125 ! 14 • 134 B LD=8.3 STRE900.55 PIPE rt 5 TA 4v 81 J .133 J 710 FES / CB STA. 16+8�� LY�_ POND ID o 884.0 // STA.16+94 BM .... ... - .GSM RE�9oa.00• L 126 13 - NWL = 110! r I+ OUTLET =884.5 4 .. . r 3 PIPE q STA. 3+09 BM 'RE 900.55 100 YR HWL =887.4 n t 1 1 I ! 900.55 8.90 1 i� SFA. 3+29 ( C M RE=900,55 _ -� - 1'11. BLP=$ -.77 PIPEFr, STA: 0+00 yam` ` : . PIPES SEA 2+-39 L nfy� 22 I BM (E STA. 16+91T A I jj}} [ 905 5 0+10 111 On : : L ----'f----- SFe 12 , -_�-------1 -EM O FET�s Ir 130 Q N I y�7/ II "~ _----- 5. 900:60 Ir I BM 9 STA. 3+6414 .. _. a 5• 6LDw4_50.......... .. I L----- ------ 21 �.�..'�. 4 100'-4" PERFORATED 11I s PVC DRAINTILE & - - 12& BL0=4.S0 134 11 5 CLEANOUT � `�� ---------- `r 2Q 10 \\ ` C - CR®()50%... -12 RCP } � � 1 �__--- -- --� i 19 cs 9 v` v 135 7 VAPEA GENERAL NOTES: 1, INSTALL SEDIMENT CONTROL BARRIER INSERTS ON ALL CATCH BASINS (SEE DETAIL). 2. ALL 6 INCH ORA(N TILE LOCATED IN BASINS TO BE CONSTRUCTED PER CITY DETAIL 402 3, ALL STORM SEWER STRUCTURES WITHIN 10 FT. OF WATERMAIN TO NAVE WATER TIGHT CONNECTIONS PER MDH REQUMEMENTS. smn sa,xx uIB +CassuxEs Nusr a[ ma,mclm � e000auuacE inu II[ arr of u,t£ ¢un sn"Dlaa sirsrwnrws ,u+D o[ves. 2 RON(ORC4D Gal�'REIE MPi Nq i1rlIHLS 9N£t NNNftlI I,IIN 91£ weerrls a woor sxc 12N [wHn,Rem res n�Re1 rw ,"£ r*Pe exo snwutx cuss sR£a-cp xeRm;- a l A 1'-O• iO 1'-.' Yy44;E 5[CrM, SXNL � x15TAlID I,NaFR RY£ CONE ACINN TO "Ligx Eqa H[Iwt �aYUF3R YDIENErEiI PC59BLE y � o< BSEP sEc,nNs sruu B£ IoxalE .� caawE >n,ll miaea b' rrw darxrs vxoxgm qx u,_ S,war SEeER uualoll:s ue,.wrR R,c xw+t ec xuo-vucw acR uarana Fearnc ew rn+lad m �. SwI, a.�ss a oa u srcugm x£x£�,, Y. a,E CF41ORiL FABRIC qSm VMBP �-PDP SWIl EER"D 3 FT VNa� THE a swlesw a iNsreu iww cuums ux uE ru zn EHo s€ema. 6A,i gEr sw,e aE u.Ewm our rRo+, tn£ aP.a.R eT rHE c,o of TME Rw[ci STORM SEWER SCHEDULE STRUCTURE TYPE & No. SIZE NEENAH CASTING or EQUAL STUH-109 72" DIA. R-1642 CBMH-110 60" DIA. R -3067-V CBMH-111 72" DIA. R -3067-V PIP A +. CB -125 24"x36" R -3067-V PIKE S7 CB -126 24"x36" R --3067-V CBMH-130 48" DIA. R-4342 C13MH-131 48" DIA, R --3067-V CBMH-132 48" DIA. R -3067-V CB -133 *DESIGN G R-4342 STMH-134 48" DIA. I R-4342 CB -135 *DESIGN G I R-4342 *SEE DETAIL 402 N BENCHMARKS 1) MN/DOT 0510 Station 133653 (NYMCK MN163) - Top Pf Cgntrcl Dial 0 25 50 100 E3-tk. - 941 54 (NAW 65). 7) MN/OOT GSD Sloltan 133601 (RAFTHEFER( IN FEET ) DK 0-0 NN1913.04 (NAVOf W), PIPE ri. 5TA. 6+44 M RE=907.02 131 BLD -5.87 PIPE CE STA 6+87 . - PIP A +. PIKE S7 RE=907.00 CS TM R PBM B 5 0 4. {�I j'S • 134 B LD=8.3 STRE900.55 PIPE rt 5 TA 4v 81 .133 710 - ..... ............. . ............ ....... 110 .DLO=ssa .... ... - .GSM RE�9oa.00• , ... ... ..: • PIPE $EA. 0+00 APErt STA. 0+W .. ..........:,�� .. . PIPE q STA. 3+09 BM 'RE 900.55 .130 BLO=5.74 .+ � 900.55 8.90 C M RE=900,55 _ -� - 1'11. BLP=$ -.77 PIPEFr, STA: 0+00 yam` ` : . PIPES SEA 2+-39 � 111 .BLD=877`. --_- . nrrll 905 jj}} [ 905 5 0+10 :PPE Ek STA Ot10 BM RE=900.00 : : CB RE=900.50 tit : G. .... ........... . 900:60 CB RE=900.60 BLD1 5:74 -; .. _. a 5• 6LDw4_50.......... .. _ 4 �.�..'�. D=4:50 12& BL0=4.S0 PROPOSED CR®()50%... -12 RCP 900 900:....... VAPEA ...........,....., -.. :.....ADE ''PIPEq'STA140 .f 44`-15" RCP RE -i891.00 TM BLD=8.54 109 s CV : 8" IHM CL 5 O 0.50% $95 . ¢CROSSING 895 .. i33-12' RCP .... 30" F:E.B... .......... .... :,.yE1Cf SttNG . .. - .. ... . .RCP 15315 ... ... SSING... .... $� SAN• SWR10-12° CRO.00% RCP 107 -15 RCPCL 5 0.85 5 p O.SOX W/TRASH GUARD a GROUND CP 5 1'OOX O CL 5 1',00 CL PLACF 21 C.Y. CL 3 RIP� RAP i� _ 18 2 -1 ,CL $90 890 P0140................ $ Wl/FILTER: FABRIC . ��'J :�35'�' .. ... ........ . N . o . 0. OUTLET $884.5 E' LAST 3 DIN - B 26'-27" RCP YR 887. 100 HWL = 3 - - - t P �. �G CL 3 O.SOR ; $$5 :........ 11 1 Z�21M ._. .... ... , .... . 885 .. .. ..:..... ...:.... :. .. ...... .:. .... ..: - - CROSSING....... S" SAN SWR 7, 7131 -30 RCP: CROSSING � . CL 2 0 0.3570 880 F F 880 F : �................. :� ..�........... _. ........ : ......... ... ... :....., .:._..... z.. :... .. .. .. .,. 6 3 w: oz Ir cr Ino N � tow ! d : ir ®.Z.. w ul z � o 'w; vl 0 D-, - - _ (}7 N 'o- Yf' ^_(Y N *. ¢ + m N I I f ;I 11 1 I I ^ I OI t , ISI'! - T I p"][ U J J O / .,l I1 I: o� o: 01 m m. I I I j- f I 4'� a*1a00 n C.1: ' 6<4 CIO) M m rn m I: f I 00 .. ... fp" l� £/, a I I ..., .•..'I 14Y. tt3 .... : [Vh +! �F torn ......:...... ........ e� ICl : m I ,. ,..,,. 1 o..... o d' : to I j: i7D .... om ui 0p (� 2 I �. O. a0 In . .. 7n L]G o � tro 0 - : I` O - ... N n In w W oD Im to 0 co 00 :. ... ..... IO ....... ... Oy ch co C'1 m On co an Q �. cq M 01 N p a0 W G7. 00 CO C0. OGW 10 co W ¢D - W 00 (a oa 00. 870 z i z z- » Z= y Z :,.,. >� zz » z� : Oxy zZ� .....:... . x '. z '... " zZ O+OOz ? 0+00z �> 0+00 1+00 2+00 0+00 1f04 2+00 _^ 3+00 4+00 5+00 6+00 7+00 8+00 ��5� gnyironMCntal 3K96PhEasaglR,d9p0r-,Do 6lalrle. MN 55449 pngna: (7fi3)489-7400 En -In, evfy hatthapaB,�P��fl DdgB a,gtNana. BraB,.KrySlCfiak,P.E. qr report was prepared ay M. of dee my d1n:c[suparvislnnMdI,�atIamaduly s9Bab.im. >9 / o5wx, ADs ❑CSi9"ed s,K ttal L. 5126/17 Fl , OWp Se Is.,M �'/aenyPeFntveammeBrs.rnDd�rysTM H.C. Golf Course Development, LLC. 11074 Radisson Rd NE, THE ROYAL GOLF CLUB AT LAKE ELMO - 1ST ADDITION STORM SfViIER 22 OF J1 �,/�►�0 r � i/'�I� �M��M xen.9igeengy I • Surveying Fax: (7631 www,carlsgnmccaln.cam <69-7959 the iaed Pmle Fn to of mr eer uMeF melae+ or the stategran ewta Data- a1z61t� urer,u �r: 2sa6a DaDx =a6n7 Blaine, MN $$$49 - Lake Elmo, Minnesota 7 Nil w �S/t t r'POND 10 ° NWL = 884.0 OUTLET =884-5 100 YR HWL =887.4 1 OUTLOT 0 Ill % 1 r 1 1 1 t �1 14 —� w I I TMH 15 L 149 4�-✓ OUTLOT M 153 LOT 15 7 L 14 OU TLOT I \\ \\ FES l 100'-4" PERFORATED 4,��\, PVC DRAINTILE & CLEANOUT V s 0UTLOT -- 26 , s — — ` fi III 100'-4" PERFORATEDI PVC DRAINTILE & I CLEANOUT I E5' \ \ 2 \ \t OUTLOT K \ ............... ..... .. . - ''' . .. ...... ... ........ -... ... ...... .... - . PIP STA 6+97_ STORM SEWER SCHEDULE STRUCTURE TYPE & No. SIZE STORM SEWER NOTES I Iii 3Tp1a, sC�9t bvp .,c�camES ,e41 bE IX1x51RLC,m M AGCdAMYE \ 48" DIA. rgx mE att v Irxit rtuu srbw,tm sPEcprnms txp pEwts, Z- Rowcm-m mxu4.rE rrE um rrna+cs slwi. caxraa, •rix ,xc \ 48" DIA. RE04R[YpITS oG uep0r y e SJIe (Igxra"a[P CpCRFIF %Pfy raR S!E Tr➢E SIZL .410 S1A01prH tl.r� sP[anm NlxEx s PPEUST rnxnarE wxNote ,u,o c7scx msx srenaxs slwi mx °Ru ro ,Nc r CBMH-153 40'-4" PERFORATED 'C06aP.s,o-" CBMH-154 PVC DRAINTILE & T4 rnxe cNio 1u°.aw \ CLEANOUT s+ic ioR Nk]uNt :oAis,xE�llr'"+{»«o�ievm,ar'Om s. +Hors a Iaxxas Retn sEcmxs 9ut1 >c mxwE wlo c,.mor_ .PN \ 24"x36" RUBBER 'a' Poxp ,Cens'axve Fn oN HL smRu SMR uxINIX15. e, xv-Rw stub e< xtiia-vlxrp cvw cEmormc reac wg cpnsaRx w w�oor sec. rep,. cuss •, 04 As svEanm xwaa STMH--500 48" DIA. cEornmlE raaaa BSW lwyER PoP. R.P SFNLL ExTua 9 R uvpp( rNE ............... REMOVE FES & a. ruawax : aawL m,s„ cau+as ox ui Pl,wm rNo sEcnr.+s f,+ w•ee CONNECT TO EXISTING a .0 s4r sou eE aEwEo- our rRax ,NE wR-IUP u„HE ENp pP nc P�E� 18" RCP STORM SEWER ~� y��. ... — i. 154 BLD=6558 / PIPE rL STA. 7+94 \\ o 9aa E5' \ \ 2 \ \t OUTLOT K \ ............... ..... .. . - ''' . .. ...... ... ........ -... ... ...... .... - . PIP STA 6+97_ STORM SEWER SCHEDULE STRUCTURE TYPE & No. SIZE NEENAH CASTING or EQUAL STMH-148 48" DIA. R-1642 STMH--149 48" DIA. R-1642 CBMH-153 48" DIA I R-4342 CBMH-154 48" DIA. R-3067—VB C13MH-155 48" DIA. R -3067--V CB -156 24"x36" R -3067—V STMH--500 48" DIA. R-1642 ]IMn L J+H. Vtc7 •art_ UC IAIL 4VL 500 2 R7 GENERAL NOTES: 1. INSTALL SEDIMENT CONTROL BARRIER INSERTS \ ON ALL CATCH BASINS (SEE DETAIL). \ 2. ALL 6 INCH DRAIN TILE LOCATED IN BASINS TO BE CONSTRUCTED PER CITY DETAIL 402 \ 3. ALL STORM SEWER STRUCTURES WITHIN 10 FT', OF WATERMAIN TO HAVE WATER TIGHT \ CONNECTIONS PER MDH REQUIREMENTS. N \\ \ 0 25 So Wo ( IN FEET ) BENCHMARKS 1) MN/DOT GS'0 Station /33653 (NYBECK MNIfi3) - Top cT Control Disk Elevation - 941.54 (NAYD 88). 2) MN/DCT GSD Stallan X3360, (KRAFTHEFER MN163) - Top of Control Dlsk El—tion 913.04 (NAW SES). 9a5 PIP E rt SFA.+JS -- v' : TM RE 900.00 Pu 7+40 9a5 BLD -12.68' ^... _ �.```....; . .......- .. ....... .. ............... ......... .--........-- EXISTING = �`-- ~� y��. ... — i. 154 BLD=6558 / PIPE rL STA. 7+94 9aa GROUND i — �' _ — RE- 895.54 ��' 155 BLQ=4.54' 9A1 9aa :.... srA :s+¢2. . . / CB: RE 895.138 PIPE % $TA, 0+43 ' PIPE tt STA. d+bo - 895 TM REs890.00 �` 12" WM CROSSING: T1A RE '891,97 895 . ...... 14 ..8L4=.7..8& ...' i :. 500 sLD=4.as PROPOSED 89 a r' Y GRADE PROPOSED: ADE :.� �....F 890 .... . 24" F.F.S.. „ —\-1 W/TRASH GUARQ—'X .. .. ..... ....:... .-.... .. ..... - .:..-...,.... .. 316-1 RCP CL.:5 ®0.5UR :. ............. ... C CL 50'--15" RCP ��X � 28'7.12" RCP ' .., .. . ..... PLACE 14 G.Y. -- � CL 5 0.50 .50 -- C ®0,8 O 7 � L �5 09: 15 �GLSIA — _ r� GW/ TRA . UARD 885 CL 3 RIP RAP FABRtC TRASH RD 5 .W/FILTER. .331 X24- RCF- .CL. .x:0:90% .... .. .:.S:WIA -..... .... ..... ��.. ..... (TIE LAST 3 JOINTS) CROSSING� — �$.. RC1a.. ....... ... - ' " JM 8" SR CL 5 0.55x 0. CL 5 . 70% 88a `.. $ CROSSING : CROSSING ' C COMNE FES & SSa _ :..... 43' 24 RCP .......... :. ................. .. TO EX .. .:.. ..,. CL 5 0 0,85% m. 18" RCP:STORMISFWER :5 875 :� � F _._.. :. .. :.. _...................:.. . F :� � 875 to o ;o zo 870 N� • t " • N ... .:.......... ....R .. ....I.� .. ....-. ........... ....:. ...:. I - N: I ( I j ( 1 ] ¢ 14Y'� I 87a M 1+;M ...; .. h M ............ ..,.,... ..... ... .. .. 0'01 ... .. ..... -. h�.-..-., r6� .,....... ...... .-.. O. -tom. LO Co ..... .., .. .. ....... .. .. (30 GmO [�:: m: T 'cs:6r 171m n aD co 865 » �m �. >,�� Go. ..................' .... ......? ...... z2... :..... ..... .... :..... Z Z:?.. Z Z W r+�n 0+00 1+00 2+00 3+00 4+00 5+00 6+00 . _ 7+00 B+OD 0+00 _ ,�Q�� 3890Phea5antRdgaDrsloO enviranrtental 814InS, MN 55449 1 papyaercdythatth5p n e Maete Ant Nem • B�an7.kmofiaR P.E. Dm p. A�6 ar report was prepared by m o nder my RSI26/ : H.C. Golf Course Development, LLC. THE ROYAL GOLF CLUB AT 1. 5726/t7 Flnat Plan Set Submittal r E �' 7/20/17 per City comment£, Modify STM 23 • M,�Uin Cn9iryCC[Iry9 Phone: (753) 489-7900 .eerveying 1--j763)489-7959 dmwc sVpervison arpd that E m deny U.—OnNrrsslana,E119lncc -01 Signature /L pe4gned RJK 11074 Radisson Rd NE, LAKE ELMO - IST ADDITION STORM SEWER of wwarlBrBnmEcaln.aom ma LB ofthaStataarM,n,e,ma pant 4126117 t e -e». 25067 Date +/:6,17 Blaine, MN 55449 Lake Elmo, Minnesota 37 L ,STORM SEWER NOTES \ � CC I 1 7 I f 8 1 j . srwat s€wnt "m tasr � ua.me,anta :ra .cmawrwe \ \ V 1. I 1 I S i ! omi me c..v or wce a -w srw svcat,ciwns .,vo ocruz \ STA.10+7 M I 1 1 1 a aearwaa roe x rc amc N o Tnn ws snu ccR exw rm me rk STA1 +19 M I I 163 1 I !1 1 �} "u o s x CAM �svt ED ♦ \L'9+37 5\ \ 16'1 I I I 1 j f a- Usr ,:oncaas uswoaa — —11 d . stelwrrs VAU eo aPed m n.e ♦ \ i U - - - -� � f I 1 Rrauaocllos a . sru c -an 9+37 BM \� y �J ! ! .- . r_a. m ,•-+• eM..at s€clax slPu of wsauav uwm m coYc ♦ \ 1 5rcrcl Td Aun" Faa "EUIa Maus,ut>m wltwnm wss�i:_ 161 - L 115'-4" PERFORATED ,. ,wwrs oc ww"oct earn scn.b+s vwL ac Twlwtst>"Dr um. crooc w.,,, /� ♦ ♦♦ ♦♦ `♦ i GC PVC DRAINTILE & avow b' ws.a mils Pao"am ax slava .�. ♦ ♦. ♦ > - CLEANOU 7 uv-t.w swu aE .w.o-wuo �w cmrom.c raa.c er.o wrsan ro / ♦ \ ♦ � °u,mr sPTc. sea. cuss n. oa ,a svt�m "e,ro" f ♦ ♦ > — , ,.e ccmamc ..arc usm una,. rs.r-.w s.uu aTom a rz uwrn me — — � �' 1 ♦ ♦ / �� - s. rumasx a: aonzl tw.w winos a+ ru n.teca a® sr-enoxs f I t , \ ♦ / � t .0 sat seuL ac tLtwm our mou me .aP-a..., me v10 « mt I P 1+ ♦♦♦♦ // ;-- °T 100'-4" PERFORATED " cc f I \ 5 ♦� * / �\ \ r _ PVC DRAINTILE & PIKE Ck STA. 0+00 . FERAL NOTES: 1. INSTALL SEDIMENT CONTROL BARRIER INSERTS ON ALL CATCH BASINS (SEE DETAIL). 2, ALL 6 INCH DRAIN TILE LOCATED IN BASINS TO BE CONSTRUCTED PER CITY DETAIL 402 3. ALL STORM SEWER STRUCTURES WITHIN 10 FT. OF WATERMAIN TO HAVE WATER TIGHT CONNECTIONS PER MDH REQUIREMENTS. STORM SEWER SCHEDULE STRUCTURE TYPE & No. SIZE j I I 1 1t V\ ✓ ♦ / / k \ TA. 9+52 I f CEI--'q-STA- R 10' 48" DIA. R-4342 1 f 2 160 R-4342 910 STA. +40 BM I STA. 7+ t BM 2 < \ \ \\ j 7j 1 R -3067-V ....... ' PIP6 i STA. 6a65 : 169 189 ,n♦�l \\ 12 d1 1 14, 48" DIA. R -3067-V CBMH-162 48" DIA. R -3067-V CBMH-163 48" DIA. R -3067 -VB C®-•164 24"x36" 100'-4" PERFORATED 905 ~ G$MH-168 PVC DRAINTILE & CLEANOUT R -3067-V 4 Dr r` _ t ♦ \ ( 15 CB -l70 24"x36" ADT�0TBT �' ,' 07 ^, �, ♦♦�/ M '♦ 115'-4" PERFORATED3j150 PVC DRAINTILE &1 160 'BLD=8.09...... BM RE=893.50 ~ ~ \ \ F \ 1 � CLEANOUT TA. 6+29 ICS 170 90'-4" P PERFORATED \ 4 /� II PVC DR{AINTILE & \\ \\ ♦,.♦Y,� -� •" 1 ! 1 f f ANOU 4 T TM .aa 14 t SLD -4,50 II r 5 +r 1) 7 I 8 r �� 900 CB �J L - -------} l Y~- v 151 i PIPE € ,+56.........:.. OU TLOT PROPOSEO .. ..... ..... ... ............ r - f PIKE Ck STA. 0+00 . FERAL NOTES: 1. INSTALL SEDIMENT CONTROL BARRIER INSERTS ON ALL CATCH BASINS (SEE DETAIL). 2, ALL 6 INCH DRAIN TILE LOCATED IN BASINS TO BE CONSTRUCTED PER CITY DETAIL 402 3. ALL STORM SEWER STRUCTURES WITHIN 10 FT. OF WATERMAIN TO HAVE WATER TIGHT CONNECTIONS PER MDH REQUIREMENTS. STORM SEWER SCHEDULE STRUCTURE TYPE & No. SIZE NEENAH CASTING or EQUAL CBMH-150 48" DIA. R-4342 C8-151 -DESIGN G R-4342 910 CBMH-160 48" DIA. R -3067-V ....... ' PIP6 i STA. 6a65 : . .. ... .. _ _ - $M 'RE 901:78 ' ;' PIPE 7t. STA. 1+46 CBMH-161 48" DIA. R -3067-V CBMH-162 48" DIA. R -3067-V CBMH-163 48" DIA. R -3067 -VB C®-•164 24"x36" R -3067 -VB 905 0�1 G$MH-168 48" DIA. R -3067-V C$MH-169 48" DIA. R -3067 -VB CB -l70 24"x36" R -3067 -VB * 5EE QETAIL W2 0 25 50 100 ( IN FEET } BENCHMARKS 1) VN/00T @0 Scotian /33653 (NY9ECK )AN193) - Top of Cm Lrol Disk EI—tfm - 951.54 (NAW Ba). 2) MN/DDT GSD Sto-4- 1133601 (KR.AFTHEFER MN163) - Top of Cca," Disk E "Um 4 913.0L (NAW 88). 1 ' PIPE rt STA: 0+00 - - y 61 — •RRP TL ST A. 0+88 - - : 910 CB RE=900.75. "770" BLD4:80.. .... STA. 0+28_ : P Pei sra a+n >< BM -RE 0i.fi1 161' '8 %.$ ....... ' PIP6 i STA. 6a65 : . .. ... .. _ _ - $M 'RE 901:78 ' ;' PIPE 7t. STA. 1+46 ........ .. .. ... . RE=900.75 : PEq Smit. 3-53 - �M ', � BLD 12 11 149 - R `=900.92 :lL5 905 0�1 p : 1K9 BLD�4.92 PIPE rt STA. ,t51 - R1;=901.48 - .6 163 BLD=4.93 . .. . ....:.........: ::CBM RE=9OL52 BLD=6,30' 160 'BLD=8.09...... BM RE=893.50 PlRcg s;M�;a'2...168 CB: RE=900.92�1�T .. .. ............RE�900.00 -164 41'111LD�6.08PIPES SLD -4,50 �� 900 900 _ PIPE € ,+56.........:.. PROPOSEO .. ..... ..... ... ............ r - _STA. :.... A.,a+0G-- ._ . BLpB6�}/ PPErt5TGRADE 150 131 BLD- -4 50895 895 28'-12" RCP :.T22 �i5 :RCP ...- ..... . _............. . ..... .. ...../.... .f ... ... ... ...... . , .. 1 66 -15: RCA CL 5 ®0... ' . : CL 5 0.5094 6076 �\ X88 �T5 : RCP..... CL 5 e;0.50X .... ... R.CP . CL 5 9 1.0076. CL 5 4 0.89% % 890 890 ��' 12e wM .. '�/ - - C 0 50% L 5 A 12" WM ...... ........ .. _ . - ...... 39 . CROSSING .... .�. ' EXISTING �!.... 0.� .. .. . ? GROUNDS 5 \ ^36'-15" GROSgNG - - ............ 158-i2 RCP CL. RCP CROSSING ? &0� :. 5 O T.20$: 8" SAN SWR CROSSING <<_ CL 5 O 2.30% 141-24 RCP : 8" SAN SWR 885 885 _ CL 3 @ 0.30%: CROSSING _ ...................................... , . .. .. . , F- � :.,. ...8"'SAN. ............................ SWR .,-:� m CROSSING m M .� pppn .............. . o w fid: w 3 w tn3v� v1, o p N k7 >�.: in 07 t Itl t fn cv s N N, 875 vi n.. I ri.tis ..... . c . .. I 1 g .. .... I m { ca P�2,M to T a: , a,!to r :.... N N uO N ... C4 N INI N Y. �..... .. h M- .. ;... C4C4 N,-. ;..... h O ri to Il'i h: I['i 717 �' M'1 m I� Y'I : f�1f COD OMO o' co Cc a to 0 0000 cc 7770 io 9 z z z z x za 0+00. _....... 1+00 2+00........ 3+00 4+00 ..............' 5+00.._.......6+00 ....... _... - ............. z0+04 1+00 389tl Pheasant III10 ❑r I L00 11-1,1 =M Char Nis Plan, spcoRwtlan ?HMNome: &,ani, KrysNflat, P.E. prawn AOS Redkpons. H.C.� 1. 5126117 Final Plan Ser sudmntel LGolf Course Development, 1 ,�{��(��a�, '11I nhranmPetal BIN- MN 55444 at repom 1 prepared 6y me a under my 2, 5/26/17 Per l Pl Stl S te. Lp[ L1nes J ■ �/"1t►— ' { Gn aneern Phane: {7631-084-7980 dlrecesupernslonandthatlamadury Slgna�ture' ;t _ oes�gned 81K 11074 Radisson Rd NE, ` McCain 'll . suneY 9 Faz; :a" ""'I 59 ucensed Pmressmnal En9lnner under - �I��MI www,cadsonln[caln.[Um cne laws of the state cf Minnesota 6AIr 4126LV License x: 2506) Date. a/26(y Blaine, MN 55449 880 ... La w z N n` 875 T Cy • ri O 116 1� to 00 : q1 V0 ?......... 0+00 1+00... THE ROYAL GOLF CLUB AT 24 LAKE ELMO - 1ST ADDITION STORM SEWER of Lake Elmo, Minnesota 37 20TH STR f=T ht OUTLOT C E CULVERT #5 4 S r� OUTLOT F s FESS STA. 1+50 CBM i i /+ STA. 1+49 11 176 (`J \ W1-- 17 A'a 100 YR HWL = 893.8 100'-4" PERFORATED D J n \ ,a \ 4+� (FROM DOWNS LAKE) PVC DRAINIILE & � \ CLEANOUT `-OUTLOT G 90'-4" PERFORATE._ PVC DRAINTILE FES CLEANOUT \ �' �' 2 OUTLOT I q /�'y' I II - ``\ .•' �\ �� OUTLOT E INFILTRATION BASINPON® ' \ i ' 100 YR HWLL 886 5 (MODEL) \\ NWL 881-8 \ OUTLET 883.1 r;r FES ...... ... `......... . iAAH - ane STORM SEWER NOTES rmi r� cm or we ww sr,,.�Em �Ean�„ws ,vm ocnus. x. R,NPOIVem W4CRElE PPE I"0 fIYYN45 9Wi CCN(ORY WIH rat REon+D.Exrs nr uawr ssEc 3x3a (aElwXCE3 cacanE PIPES rua 111E ME, SIZE, AIO 51Rfr+4`M ct, 5S sgafEn u[a[x ,. 1—sT caNc"etE "uelsu NNo ala aNsr, sEv*nxs swi mus'o"u ro ort xeaswwrs w ulu 0-4n 1'-o r0 1'_4• eWE uu+Nae sEunON s,w_E 6E iNSLEIEp lHOER T1[ sECnO TO .4.Lp" tort Hoar !PUJElufnr ""ENEWr cPas9.r. y- d D N,NN,plE msm scc1 SHVE P4: row € a"a GaOe+E wre RVe0E4 It, R—.Iwtls VAtatOm AN .ui sipa SFNEp ,W1Nl£5. RIP -MP — K 1VMp-WCEO O+FR GEalr a[ E,meC un f�Nnval i0 n001 SPEC- 111, [hiia 11. 1 1 seEC01Ea NERfx. cEprprfnL rlaalg LtSm UN001 PP -MP SH41 FYR1p 3 A ISIP£" 111E a rwMsw • "+sr+u mss" Nvwms oN � suwrn TNO stcrnNs. SHVL BE tlF AYL eN rRDv nrE wv'R/P Ei 1ie F]1. 9r 111E STORM SEWER SCHEDULE STRUCTURE TYPE & Na. SIZE NEENAH CASTING or EQUAL COMH-175 48" DIA, R -3067--V CB -176 24"x36" R -3067-V PIPE'Ek'SYA: 6}80..... ..: ... .. .... ....... .. ... .. ... ....... STMH-20A 48" DIA. I R-1642 *SEE DETAIL, 402 GENERAL NOTES' I. INSTALL SEDIMENT CONTROL BARRIER INSERTS ON ALL CATCH BASINS (SEE DETAIL). 2. ALL 6 INCH DRAIN TILE LOCATED IN BASINS TO BE CONSTRUCTED PER CITY DETAIL 402 J. ALL STORM SEWER STRUCTURES WITHIN 10 FT, OF WATERMAIN TO HAVE WATER TIGHT CONNECTIONS PER MDH REQUIREMENTS. N D 25 50 1W { !N FEET ) BENCHMARKS I) MN/00T =0 St -r- #33653 CNYBECK uN163) - Top Of Control Disk Flo-tlan - 941,54 (NAW 88). 2) MN/00T G510 SLaUw #33601 (KRAFTHEFER MN163) - Top of Cartrol Diak El—ti"n - 913.04 (NAW 88). 905 .. .............: PIPE'Ek'SYA: 6}80..... ..: ... .. .... ....... .. ... .. ... ....... ...... __ .- .......... ........ .. ...... ' 905 M RE=894,90 : pIPCI STA 2189 175 BLDr6.85 TM RE=97.50 900 CULART 15 PVI' 9 ST a 1+2T. : _ LD=1 B . 6.21 900 ._...........................::.........:............ .. ........... .. ..._ -.., ..... cs' REs89:4sa ...... ...... .. . ............... — ... ......... . •20 .,-.-._ .. ....... .... .. 176 BLD=4-50 16" F.E.S. - PROPOSED WM 895 W/ TRASH GUARD PLACE. 9. C.Y. .... CL3 RIP RAP _ : .........:...... 18" FES - ...... . : ...... .. .... .......... GRADE12 .. ....... ... .... ...... .... .. $95 W/FILTER FABRIC W/ TRASH GUARD _ $90 (TIE ALL JOINTS) : (11E ALL JOINTS) : EXISTING J t,. .......... W/ TRASH GUARD - � 9O ^15. RCP 5 0:0.35736'-12' ..... ....... NDS^.. `14_...'. .. _ 2#".F_ES.... .... :W/TRASH -GUARD $90 885 44E718" RCP : PLACE 8 C;Y. Cl 3 RIP RAP ACL �PLACE C 50 0.5= t ` 8 SAN ' 14: C.Y. CL 3 RIP RAP CL 511 0.707: ........ : .. ........... W/FILTER.FABRIC........ {TIE LAST 3 JQINT5 ) _ 12.WM,., ,, : , CROSSING W/TRASH.GUARD TIE LAST 3 101N S).. - SWR � CRQSSING :..... :. � `.�,. . . FIL -':(TIE LASTFABRIC ' TER :3' JOINTS): " " " $$5 $$0 - ... ..:... .. . INFILTRATION BASIN POND 20 -_ ibb' YR H4VL � 85G.5� (F�fgDEL) 289 =24 RCP CL. 3 0.35% .....,... ... 95 -24 RCP ��; ...... $$0 a NWL:= 881.8 x_17 TLET - 1 OU -883 f00 YR HW' = 893.8 $75 (FROM DOWNS LAKE) .....-. .. :_ F Z .. ............ ..............:..... — _. Ld ................... $75 a a- to ' o : : z �y $70 m n�� •r .... _ M ... LVA a o.. 870 O� Eca C7. s= - N .. co W : - W: cc $65 :........ 1+00 ?........ O+QO _ 0+00 1+40 az z 2+fl0 ..... '..... ...'......... .......... ........Q+Od.. 1+0. 2+00 3F00 4+00. 4+50 �- ftcCaini arle 31aln MN 5S44ldgeDrd,OD errW was eparedbym 0,und.rNen n Neme: nnar�. ,ropa.�_ o•awn np� fS1ens H.C. Golf Course Development, LLC. THE ROYAL GOLF CLUB AT 25 enYironmMltal &aloe, MN 5$449 ar report was prepared by me Or under my 1. 3J2fi/,7 Flnal Alan Set Subrntttal Phone: (763) 489-7900 drrecc supervlswn and that I am a duly Slgnat 2 "z — 83K en9�neenn9 c 13074 Radisson Rd NE, LAKE ELMO - IST ADDITION STORM SEWER o1• surveyrng Drax: (7637 489-7959 ucensed orokssmnal fngiaccr under , wYV1M.CadsOmm[Ealn,Cem the laws eftheStateOfllmnesota Date. 4/26117 Lkanse0. ZS063 pate "I'll, Blaine, MN 55449 Lake Elmo, Minnesota 37 r ",w,�=, . raa�sa,....,m. �,a..��N".d,.I ".•.".r r,..a,rH ,ad�.,�.s ,"....,.�."." STORM SEWER SCHEDULE STRUCTURE TYPE do No. SIZE NEENAH CASTING or EQUAL CBMH-112 STORM SEWER NOTES GENERAL NOTES: STMH-113 48" DIA. R-1642 ..... ......... .. .......... R -3067-V 1. INSTALL SEDIMENT CONTROL BARRIER INSERTS I R -3067-V C13MH-116 1 48" DIA, R -3057-V CBMH-117 48" DIA. ,LL � ,a ws< er aat IN ,Q ON ALL CATCH BASINS (SEE DETAIL). 60" DIA, R -3067 -VB CBMH-119 48" DIA, R -3067-V CB -120 24"x36" 2. ALL 6 INCH DRAIN TILE LOCATED IN BASINS s 915 I I - S17 t_---- ---_ � CB -140 24"x36" 3067-V Rff CROSSING T C R 0 2 0 BE CONSTRUCTED PER CITY DETAIL 40 CB -141 24"x36' 67-V TA.23+OS BM I .aus aaxmEn w w Eo�ra ¢LSIH snc oxs swu caxaw ro HE 3. ALL STORM SEWER STRUCTURES WITHIN 10 . .. .. .. - ..... .: ,� S` SAN SWR a•/, �\ aemomlwTs of rm a -an FT. OF WATERMAIN TO HAVE WATER TIGHT cc - - i4• PIPE @ srg. o+oa B" SAN 'SWt7 CONNECTIONS PER MDH REQUIREMENTS. TM I 113 ` -� P1P.Ert STA. 6+22. :. CBM RE=905,52: ` �c. "Wna1c WWSDI aeC110Ns SIwL ae TwWE .wo P100.4 "TI (a C9 RE=902.67 114 BLD=10.22: II I T X114 I I ��'a" e� w"rs w TT slm w IaFs. �r - 4 T T sz� 0 25 Sb o0 10 885 - 1 $LD�4. w � _ ¢ wP-wa P m et wuo-aucm arta cEo to ac rare nn m roa" *o es�COT SPCC. xa,, lAsi tlS °R K SKpFEn HE1-. ��, I _ �M1I ;-- o- or - . .. . . . .. .. " .... ... - • . .. , • ... . . . .PIPE q STA., OP27' ... .....:..-.Z-, La a viz - 7 1HE Otii IE I -C asm l� P lav -H/➢ siV 1 rt s h URo THE Z.-:--...--..: fi' \\ �r c ` cc xc��f'4° _ - - +�I PIPE re STA. 0+CO c6 RE=905.56 CB^ STA, 26+60 PPlnva ( IN Fm) a 5 ` �� TM R£=903.1.8 _ _ 141 BLD w4:50 1y yl a. � • r sou aw uums or nA41 E"o- s� cnoHs 120 905 NINN I I rt STA.18+62 BM 113 BLD -8.79 - S vPaEEsar swu eE z Eµm ou moa n" Tav-kw a o X me 11 Q M t t 9 BENCHMARKS ^_ M ...........o.M. 0 Nq p. ; ... 112 / F a AN _-- } 41 t I BM6 rk STA. 23+77 STA -26+50 ad n rt rn.m : o o rn C3 C4 / o r Y_ 1 Y 1 ¢ 1 M1 M1 {i'11 119 e) uN/Oor csl0 slauu" /s36s3 (NtgEpe 00 ap:oa - M ED pr / W /�•v' � ~ y M1} 4FES 900 AEN163J - Tap of Cpntrd Disk ET-tt n - 941.54 (NAW 66 )� {{]7 875 ; 7 7? 7 �i 7 // / M1I 1y 1 41 _..,. z z z z r . T...........�- z z z - e. } 1y I a y 2) INII DUD sLahaD JI 27'-12" RCP tS <' BM q STA. 16+90 100'-4" PERFORATED PVC DRAINTILE & l } `7' } } l 14 If 1 if ! I I 1 3 f ! STORM SEWER SCHEDULE STRUCTURE TYPE do No. SIZE NEENAH CASTING or EQUAL CBMH-112 48" DIA- R -3067-V STMH-113 48" DIA. R-1642 CBMH-114 48" DIA. R -3067-V CBMH-1 i5 48" DIA, I R -3067-V C13MH-116 1 48" DIA, R -3057-V CBMH-117 48" DIA. R -3067-V CBMH-118 60" DIA, R -3067 -VB CBMH-119 48" DIA, R -3067-V CB -120 24"x36" R -3067-V $ } I M1 L I � M1 I I - S17 t_---- ---_ � CB -140 24"x36" 3067-V Rff CROSSING CB -141 24"x36' 67-V " RCP 22' 121.00h 95 Ck 5 Q 1.0 .4 \ (r� \ 111 3 , \ /' CLEANOUT y lq l � � y i I i 11 M 1 1 12 rk STA. 2 5 *SEE DETAIL 402 CL5� $" WM fir' 1 8{q o 4 1 I I ........ ......... . " ROSSINO : .�� J *� Q $ } I M1 L I � M1 I I - S17 t_---- ---_ � 1 BM -'f Ct 5TA. 26+41 CROSSING \\ \` / / �� I 10 y1 M14 TA.23+OS BM I p 890 ,� S` SAN SWR a•/, �\ 1 I 1 1 I STA.21+44 M } 115 cc - - i4• B" SAN 'SWt7 CROSSING° STA.19+63 4 \` �7 LT TM I 113 ` -� `� ~--� �0p�f ` TED CROSSING a ) '1 ��\ II I T X114 I I a� �a �r - 4 T T sz� PVC DRA NTILE go CLEANOUT 885 U.1 w � _ �, L--- ��, I _ �M1I ;-- o- or .. .. .. . ........ ... .....:..-.Z-, La a viz - < ewn: � Z.-:--...--..: fi' \\ �r c ` cc xc��f'4° _ - - +�I , -~Y f 1 I y y 11 7 M1 y CB^ STA, 26+60 a 5 ` �� *� `J� S _ _ ��-�� i 1y yl g 41 } 120 880 NINN I I rt STA.18+62 BM 1� 4�tiK ¢iY�- rY - 5 1 1 i i } M1 11 Q M t t 9 BENCHMARKS ^_ M ...........o.M. 0 Nq p. ; ... 112 / a AN _-- } 41 t I BM6 rk STA. 23+77 STA -26+50 ad n rt rn.m : o o rn C3 C4 / o r Y_ 1 Y 1 ¢ 1 M1 M1 {i'11 119 e) uN/Oor csl0 slauu" /s36s3 (NtgEpe 00 ap:oa - M ED pr / W /�•v' � ~ y M1} y M1 � STA. 21+52 AEN163J - Tap of Cpntrd Disk ET-tt n - 941.54 (NAW 66 )� {{]7 875 ; 7 7? 7 �i 7 // / M1I 1y 1 41 _..,. z z z z r . T...........�- z z z - e. z / i 1 y 2) INII DUD sLahaD JI 0+00 0+00 / 1 \ CEI Gt STA. 19+53 QCDIS �l, EI.flon NNFnT-FEIi W11631 - Tap ID Cant of w 913.04 (NAW E8). 140 ........PIP E$ ST4 8+57 BM RE=905.53 117 PL.0=7.83 rpti srA. 9y4a 915 915 : RE=sa5.0 O. .. .. ...:. :................. .. _ .....: . .....:.........:.. 'PIPE su_:5c98. . PIPET STA. 9+67 - 415 BLD= 10. : PIPE T STA. 4{]9 22' ' RE- >, � PIPE F rA 0+00 91fl 91 Q PIPE {k` STA 1+66 E --:905.52 sRE6=906.41....... 6Q0 - B �- BM..SRE=9�5rD0.:. . PP °STA.° ua, .. ...... e ........ - M . 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S"=sa' 0+00 1+00 2+00..,.... t 3+00 4+00 .......... .. .. 5+00 6.00 ........... .: ..... 7+00 8+00 ... 9+00 10+00 0+00 1+00 Carlson • CnWmnmenla4 ]846 Pheasant Wd9e-14100 P Ire, MN 55999 Wsone: (763)464-7900 lhcrcby,c that tha plan, specmcavon Pr1nt Ndmc. Brien J. .rysmFlet, P.E. Ty 7i} di report was Prepared a me or duly my directsupeM6bnanCtbai[amatluly Si9nafure /L '7f>�- brawn: PDB De94netl� P1K Nevlslans: 1. 5176!17 Finel Plan Set Submittal H.C. Golf Course Development, LLC. 11074 RaQisson Rd NE, THE ROYAL GOLF CLUB AT LAKE ELMO - 1ST ADDITION STORM SEWER 26 o]37 McCain .engineering I .surveying FdWw%w: c76})969.7959 2rlspflmcCelh.Gam -`fir - wth:sSWnal of 0- 4/26/IT Lkenses; 25063 [ha laws o4 Ma State 0I MmnCSota the Date 4/25!17 Blaine, MN 55449 Lake Elmo, ia'ilf1f1�50Ld SEE SHEETS Ti -T4 FOR TURN LANE CONSTRUCTION END CURB & GUTTER AT 20TH STREET R/WN SAWCUT, MILL & 111 MATCH rX. elT1 i_ UTLOT C4 i 4" PVC IRRIGATION CONDUIT 6 7 CONCRETE �r--� PRO APACH NOSE 9 Tc sa s OUTLOT G 4 10 6' CONCRETE d^ SIDEWALK Q 4" PVC IRRIGATION CONDUIT CURB TYPES LEIGENa SURMOUNTABLE CONCRETE CURB & GUTTER 1 CURVE DATA (ANNIKA AVENUE N) B612 CONCRETE CURB & GUTTER DENOTES TOP OF CURB ELEVAT10N FOR THE TYPE OF CURB SHOWN. © PC = 0+57.66 PC = 2+19.81 PC = 5+55.27 PC = 8+62.48 PC = 10+49.79 PC = 11+63,61 PC = 13+99.77 PC = 18+18.84 PC = 21+21.27 PC = 23+85.24 PC = 24+71.42 PC = 26+16.35 PC = 27+22.OE PT = 2+19.81 PT = 5+55.27 PT = 8+62.48 PT = 10+49.79 PT = 11+63.61 PT = 13+99.77 PT = 15+21.27 PT = 19+64,86 PT = 23+85,24 PT = 24+71.42 PT = 26+16.35 PT = 27+22.06 PT - 28+16.89 C� A = 32'18'56" A- 09'36'37" A = 71'50'39" A = 71'32'58" A = 02'53'57" A = 67'39'23" A- 16'4544" A = 6655`50' A = 06'03'00" A - 12'20'41" A = 33'12'53" A = 19'02'38' A = 2256'52" R = 287.50' R = 2000AO' R = 245.00' R = 150.00' R = 2249.28' R = 200.00' R = 415.30' R - 125.00' R = 2500.00' R = 400,00' R = 250.00' R = 318.03' R = 236.79' L = 162.1536' L = 335.4600' L = 307.2096' L = 187.3160' L = 113.8154' L = 236.1652' L = 121,4965' L = 146.0198' L = 263.9755' L = 86.1833' L = 144.9264' L = 105.7046' L = 94.8366' / T = 83.30' T = 168.12' T = 177.49' T = 108.08' T = 56.92' T = 134.03' T = 61,19' T = 82.63' T = 132.11' T = 43.26' T = 74.56' T = 53.34' T = 4n -n9' i 4" PVC IRRIGATION CONDUIT 6 7 CONCRETE �r--� PRO APACH NOSE 9 Tc sa s OUTLOT G 4 10 6' CONCRETE d^ SIDEWALK Q 4" PVC IRRIGATION CONDUIT OU TLO I 1 �, . � 2 ''�\ 12 S a 1 \ a. .�� 13 20'R 2 gNN/ka \ F �' 12 ti TYP- d 3 �R� -►#,.� 1 2 RRIGA70N 4 N � ~ --�- Q 25 100 11 °01511 ( IN FEET) SIDEWALKS AND TRAILS NOTES 5 STA. 4+ .e QUEENS ETRE /1y]��Q� 1. BITUMINOUS TRAILS AND SIDEWALKS MUST BE CONSTRUCTED TO MAINTAIN POSITNE 10 I V BENCHMARK[ DRAINAGE AWAY FROM HE PATHWAYS TI-RCUCHOUT THE ENnkE LEN1G . a 6 1) MN/DOT 090 SLUVW 1'33653 ("ECK z' tt1P6OIL AND BACKFILLING OPERATIONS MUST BE COMPLETED TO AVOID DMIAGE 8 9 10 � T AYICH LINE 14+4 TTI THE BRUMINOUS TRAILS AND SIDEWALKS. FINAL GRADE OF BACKFILL AND 7g' Mt - Top of C trol DI51t TOPSOIL MUST HE FLUSH WRH THE PATH EDGE 70 AVOU TRAPPING WATER. d Elevation 94T.54 (NAW 88). 3, pMpE SIDEWALK INTO $ECpONS WRki CO TOR JOINTS. SPACING SHALL NOT 2) MN/90T GSID Stdi 03601 BE LESS TNNI 3 FT NOR GREATER THAN 12 FT IN AMr bIM€NSION. PLACE h INCH I 1 (KR(AETHEFER MN19 J) - Top (NAVOT Control ont EXPANSION JOINT "IER AT 50 TT (MAXIMUM) INTERVALS. \ 1 a OONCRETE PEDESTRIAN RAMPS MUST K CONSMUCTED AT ALL INTERSECTIONS A N N I KA AVENUE N U SEC SHEET 28 .. ...... `33- .O C4 �. �, .. 9 00 M1 N_ . N Q' . .�- ^ N. O' W 0. .N 1n T. Cb. , ..N .�, r` O_� .o. ..h � O M u] � I>D C. -:1 to M, "? ..O. �- �... m ...�. � LO u7. ,r1 M7 UD Tt, W O; r N: tn 10 tq M7 M7' N 1f1 m' TA: CS r' N M]' <n <?. T* . Ln t0 N N N N MI fM 't u'i TL) ¢y W O O 0 N 0 0 N 0 N N• � N N N N N,cq N N N N. (V - - N N N N, N CV- N CV tV N rn UU1 0, m' rn 01' to 01' m m W O- O O- O O O 'O O O' O 0 O O O O O O- O O' O O, O O' O 0' 0 0 O. O 0- 'D O' O O' O O- Q O O a- O O; O O' o O O O n i C ro a5 q� ap; ao r ca m: ap m ca o,' or m. rn rn rn m rn m vl IM: rn m: w m: rn rn.' rn of: m e1 rn M: m can: m w M: M (n On of M rn' cn m; w o1- In m: rn M M 0, M rn IM m �j 1 J .. ...:... ... .:.. .....: ... .. :... .. .. ...:. ., - , 915 HIGH PT STA = 3+81,82 ; PVI STA 4 1+00.00: HIGH PT ELEV = 902.55 PVI ELEV 893.00 : PVl STA -- 3+00.00 410 M _ : 0,75 PVI ELEV '= 903.00 _.. .. K =' 37.50. .. .. M' -1:38 .... 150.0' VC K = 36.36 200.0' VC 905 ... .. L� ...... ... ......... N 905 900 W900 GRADE 895 895 ... EXISTING:- GROUND. f 890 - :- ' 890 50, ....... :... ...... .... _ �.�. Q..��. _........... .... ........,. _ ...,.. c3UT - o ��` ° : a z o F ROWN _ v 0 885 885 _. LIDQ : . Z `.L LJ 880 F : : Cil : LJ a3 Z3 .. _ :..,. o 880 w w .. ... w v w x w BID H U f .,, a .. .., ..,..., w L -,I 100 2 Q : : C7 : N C�.7 875 M1 g _50, 0+00 1+p0 n 2+00 3+00 4+00 5+00 6+00 7+00 5+00 9+00. .... : 10+00 11+00......... 12+66 i.3+00 ¢ .... . 1 00 ..... . Carlson 3890Phea^LA,a9epr:lDp oh�¢ebyr� iTythat thl pl,,<�IRe��an al.tNam� &rin",.K s�raL,PE. p,.„ ADB Rel�l,n. H.C. Golf Course Development, LLC. THE ROYAL GOLF CLUB AT 127 •environmental Blaine, MINI 554.09 r port was prepared by me t3T antler my 1. 5126117 Final Plan Sec Sob Mlnl . enR;nee�n4 Phone: (763)489-7900 drzsI,p-ismo rxlthat aapad"Iv s4"al�r� n Drvgned s,K STREET CONSTRUCTION :suvey;ng Fax. (753)489-7959 t-se4Pm soonalEn9e"ecrIlnd,, •' 11074 Radisson Rd NE, LAKE ELMO - 1ST ADDITION of McCain I ww_r A: rImccai,l.com tnelaws oftheState 0M,One . Dtt1 S,Z� L,«n.». 250,63 Dale 4,26,17 Blaine, MN 55449 Lake Elmo, Minnesota / 37 CURB TYPES LEIGENa SURMOUNTABLE CONCRETE CURB & GUTTER 8618 CONCRETE CURB & GUTTER B612 CONCRETE CURB & GUTTER DENOTES TOP OF CURB ELEVAT10N FOR THE TYPE OF CURB SHOWN. © DENOTES PEDESTRIAN RAMP. (SEE DETAIL) CONCRETE VALLEY GUTTER. (SEE DETAIL) OU TLO I 1 �, . � 2 ''�\ 12 S a 1 \ a. .�� 13 20'R 2 gNN/ka \ F �' 12 ti TYP- d 3 �R� -►#,.� 1 2 RRIGA70N 4 N � ~ --�- Q 25 100 11 °01511 ( IN FEET) SIDEWALKS AND TRAILS NOTES 5 STA. 4+ .e QUEENS ETRE /1y]��Q� 1. BITUMINOUS TRAILS AND SIDEWALKS MUST BE CONSTRUCTED TO MAINTAIN POSITNE 10 I V BENCHMARK[ DRAINAGE AWAY FROM HE PATHWAYS TI-RCUCHOUT THE ENnkE LEN1G . a 6 1) MN/DOT 090 SLUVW 1'33653 ("ECK z' tt1P6OIL AND BACKFILLING OPERATIONS MUST BE COMPLETED TO AVOID DMIAGE 8 9 10 � T AYICH LINE 14+4 TTI THE BRUMINOUS TRAILS AND SIDEWALKS. FINAL GRADE OF BACKFILL AND 7g' Mt - Top of C trol DI51t TOPSOIL MUST HE FLUSH WRH THE PATH EDGE 70 AVOU TRAPPING WATER. d Elevation 94T.54 (NAW 88). 3, pMpE SIDEWALK INTO $ECpONS WRki CO TOR JOINTS. SPACING SHALL NOT 2) MN/90T GSID Stdi 03601 BE LESS TNNI 3 FT NOR GREATER THAN 12 FT IN AMr bIM€NSION. PLACE h INCH I 1 (KR(AETHEFER MN19 J) - Top (NAVOT Control ont EXPANSION JOINT "IER AT 50 TT (MAXIMUM) INTERVALS. \ 1 a OONCRETE PEDESTRIAN RAMPS MUST K CONSMUCTED AT ALL INTERSECTIONS A N N I KA AVENUE N U SEC SHEET 28 .. ...... `33- .O C4 �. �, .. 9 00 M1 N_ . N Q' . .�- ^ N. O' W 0. .N 1n T. Cb. , ..N .�, r` O_� .o. ..h � O M u] � I>D C. -:1 to M, "? ..O. �- �... m ...�. � LO u7. ,r1 M7 UD Tt, W O; r N: tn 10 tq M7 M7' N 1f1 m' TA: CS r' N M]' <n <?. T* . Ln t0 N N N N MI fM 't u'i TL) ¢y W O O 0 N 0 0 N 0 N N• � N N N N N,cq N N N N. (V - - N N N N, N CV- N CV tV N rn UU1 0, m' rn 01' to 01' m m W O- O O- O O O 'O O O' O 0 O O O O O O- O O' O O, O O' O 0' 0 0 O. O 0- 'D O' O O' O O- Q O O a- O O; O O' o O O O n i C ro a5 q� ap; ao r ca m: ap m ca o,' or m. rn rn rn m rn m vl IM: rn m: w m: rn rn.' rn of: m e1 rn M: m can: m w M: M (n On of M rn' cn m; w o1- In m: rn M M 0, M rn IM m �j 1 J .. ...:... ... .:.. .....: ... .. :... .. .. ...:. ., - , 915 HIGH PT STA = 3+81,82 ; PVI STA 4 1+00.00: HIGH PT ELEV = 902.55 PVI ELEV 893.00 : PVl STA -- 3+00.00 410 M _ : 0,75 PVI ELEV '= 903.00 _.. .. K =' 37.50. .. .. M' -1:38 .... 150.0' VC K = 36.36 200.0' VC 905 ... .. L� ...... ... ......... N 905 900 W900 GRADE 895 895 ... EXISTING:- GROUND. f 890 - :- ' 890 50, ....... :... ...... .... _ �.�. Q..��. _........... .... ........,. _ ...,.. c3UT - o ��` ° : a z o F ROWN _ v 0 885 885 _. LIDQ : . Z `.L LJ 880 F : : Cil : LJ a3 Z3 .. _ :..,. o 880 w w .. ... w v w x w BID H U f .,, a .. .., ..,..., w L -,I 100 2 Q : : C7 : N C�.7 875 M1 g _50, 0+00 1+p0 n 2+00 3+00 4+00 5+00 6+00 7+00 5+00 9+00. .... : 10+00 11+00......... 12+66 i.3+00 ¢ .... . 1 00 ..... . Carlson 3890Phea^LA,a9epr:lDp oh�¢ebyr� iTythat thl pl,,<�IRe��an al.tNam� &rin",.K s�raL,PE. p,.„ ADB Rel�l,n. H.C. Golf Course Development, LLC. THE ROYAL GOLF CLUB AT 127 •environmental Blaine, MINI 554.09 r port was prepared by me t3T antler my 1. 5126117 Final Plan Sec Sob Mlnl . enR;nee�n4 Phone: (763)489-7900 drzsI,p-ismo rxlthat aapad"Iv s4"al�r� n Drvgned s,K STREET CONSTRUCTION :suvey;ng Fax. (753)489-7959 t-se4Pm soonalEn9e"ecrIlnd,, •' 11074 Radisson Rd NE, LAKE ELMO - 1ST ADDITION of McCain I ww_r A: rImccai,l.com tnelaws oftheState 0M,One . Dtt1 S,Z� L,«n.». 250,63 Dale 4,26,17 Blaine, MN 55449 Lake Elmo, Minnesota / 37 a 5 SIOE_WALKS AND TRAILS NOTES O 25 56 100 0 tl7 N 0 rn C IN FEET60, � CURVE DATA (ANNIKA AVENUE N) M O m' In M 10; N M. C4 O� O 0' 0 0 rn; to rn; rn rn 8612 CONCRETE CURB & GUTTER k67 BENCHt) MN/DOT GI SLoU- 033653 (NYBECK DRAINAGE AWAY FROM - PC = 0+57.66 PC = 2+19.81 PC = 5+55.2T PC = 8+62.48 PC = 10+49.79 PC t1+63.51 PC w 13+99.77 PC = 18+18.84 PT 19+64.86 PC = 21+21.27 PT = 23+85.24 PC = 23+85.24 PT = 24+71.42 PC = 24+71.42 PT = 26+18.35 PC 26+16.35 PT 27+22.06 PC = 27+22.OE PT = 28+16.89 PT = 2+19.81 A - 32'18'56" PT = 5+55.27 A - 09'36'37' PT = 8+62.48 A - 71'50'39" PT = 10+49,79 PT = 11+63.61 A = 71`32'58" A - 02'53'57" PT = t3+99.77 PT = 15+21.27 A = 67'39'23" A = 16'45'44" - 6 - 6655'50' A = 06'03'00" A = 12'20'41" A - 33'12'53" A = 19'02'38' A - 2256'52" R - 287.50' R = 2000.00' R = 245.00' R = 150.00' R = 2249.28' R 200.00' R 415.30' R = 125.00' R = 2500.00' R - 400.00' R = 250.00' R = 318.03' R = 236.79' L = 162.1536' L = 335.4600' L = 307.2096' L = 187.3160' L = 113.8154' L = 236.1652' L = 121.4965' L = 146.0198' L = 263.9755' L = 86.1833' L = 144.9254' L = 105.7046' L = 94.8366' T = 83.30' T = 168.12' T = 177.49' T = 108.08' T = 56.92' T = 134.03' T = 61.19' T = 82.63' T = 132.11' T = 43.26' T = 74.56' T = 53.34' T = 48.06' SIOE_WALKS AND TRAILS NOTES O 25 56 100 0 tl7 N 0 rn C IN FEET60, I1', th• cV N 44 0 0' to Ch; I DITIEMINOUS MAA5 AND SIDEWALKS MUST BE CONSTRUCTED TO MAINTAIN POSITIVE 714E PATHWAYS THROUGHOUT THE EHTTTE LENGTH M O m' In M 10; N M. C4 O� O 0' 0 0 rn; to rn; rn rn 8612 CONCRETE CURB & GUTTER k67 BENCHt) MN/DOT GI SLoU- 033653 (NYBECK DRAINAGE AWAY FROM - MNI63) - Top of Contrl D1skEI-ti- © 13 O C4 1!1 0 134 2. TOPSOIL AND BACKFILLING OPERATIONS MUST BE COMPLETED TO AVOID DAMAGE Z (KRAFTHEFER UN163) - TW of Control 14 12 TO THE BRUTAINOl15 TRAILS AND SIOEWALKS, FINAL GwF or HACKFILL AND TOPSOIL MUST BE FLUSH WITH THE PATH EDGE TO AVC10 TRAPPING WATER., Tap' 00: -: O �.. 0 rn M O O •- r` 1` l` 0 CSO �. rn 0 O P' 0 �.. m; tO: 0' .m' . wJ h 10 O �. M Ip, w- O. �... O' u7 'D CD ,�. m M; 16: 0' ... C O6 3. DIVIDE SIDEWALK INTO SECTIONS W1714 CONTRACTION JOINTS. SPAT SHALL NOT ..to I(, _- td 0 - rn: - C 15 I/O .00 h W 6 ICI 0 0 �... rn AT1 0 1d 0 0' 0 0 rn to rn to VI STA : 27+50.0 PVI ELEV:= 906.12 BE LESS THAN 3 FNY T NOR GREATEN THAN 12 rT IN. ALXMENSION. PLACE K INCH EXPANSION JOINT TILLLR AT 50 FT (MAXIMUM) INTERVALS, s 1 915 zm / 4, CONCRETE PEDESITMN RAMPS MUST BE CONSTRUCTED AT ALL INTERSEIL IMNS. 1 8 PVI TA = 18+ 75.00 12- 880.. GO 9 C0 :a�a- _�- ... .--...... ..... . z 00 TTP. ...... ..... ...... V 10 M =:0.19 T? n T� 71U n g yf' Q PVI ELEV = 902.00 = .07: M o �K--*5.3-4{: 50.1 Drna 7 9 6' CONCRETE -�R N EASTINO.. GROUND 6 .... SIDEWALK �'I VT.- cq tMiw T 19 ANNIK' W N= A ... K = 66.45 ... .1aa.o'-uc. STA. 23+43.01 ANNIKA AVE. N � �� '} 5 * P 4 1.9+00 20+00 21+00 22+00 234 24+00 25+00 26+00 27-00 28+00 6 389DPheaSanTRId9eDrS1DD 3 A08 ReT nns: H.C. Golf Course Development, LLC. J£�S"ErC� 1 2 ANNIKA AVENUE N 10 O 25 56 100 0 tl7 N 0 rn C IN FEET60, I1', th• cV N 44 0 0' to Ch; B618 CONCRETE CURB & GUTTER M O m' In M 10; N M. C4 O� O 0' 0 0 rn; to rn; rn rn 8612 CONCRETE CURB & GUTTER k67 BENCHt) MN/DOT GI SLoU- 033653 (NYBECK 0: N' P7: 0' rn. MNI63) - Top of Contrl D1skEI-ti- © - 941.54 (NAVD 88)- O C4 1!1 0 134 2) MN/D0T 0510 Stott- ;J3601 o O td 0 rn (KRAFTHEFER UN163) - TW of Control +p- 0 M- U 16- 16 CS 0 �. . 0 .. Disk El. -LT- . 913.134 (NAVD 0) 10 ii � 15 SURMOUNTABLE CONCRETE 0 tl7 N 0 rn CURB & GUTTER I1', th• cV N 44 0 0' to Ch; B618 CONCRETE CURB & GUTTER M O m' In M 10; N M. C4 O� O 0' 0 0 rn; to rn; rn rn 8612 CONCRETE CURB & GUTTER h 0 CD d• N N 0 O m rn DENOTES TOP OF CURB ELEVATION 0: N' P7: 0' rn. FOR THE TYPE OF CURB SHOWN. © DENOTES PEDESTRIAN RAMP. O C4 1!1 0 134 (SEE DETAIL) o O td 0 rn CONCRETE VALLEY GUTTER. +p- 0 M- U 16- 16 CS 0 �. . 0 .. (SEE DETAIL) ii � 15 M 14] cY 0 rn 0 tl7 N 0 rn m' 11 C4 0' CM, I1', th• cV N 44 0 0' to Ch; o IIp' M) q "I n CV O 0' O rn 01 rn M O m' In M 10; N M. C4 O� O 0' 0 0 rn; to rn; rn rn u? 710' O M' 11'1 e0 C1 M: 117 to: h 00 0 O' 0 O- O 4 rn on m m- rn to h 0 CD d• N N 0 O m rn 0 m N 0 On 0: N' P7: 0' rn. 0 1fl tq 0 v, 0 0' 4- 0. rn: p O' �t DO `t 4: 0 0' on 11 O C4 1!1 0 134 O to: U71 0- Co,: o O td 0 rn I+,° 115 �-' CV 16� t6 0- o . 0. a, +p- 0 M- U 16- 16 CS 0 �. . 0 .. M- to' 6� 01 M: 4Ci t'• - O �... Tap' 00: -: O �.. 0 rn M O O •- r` 1` l` 0 CSO �. rn 0 O P' 0 �.. m; tO: 0' .m' . wJ h 10 O �. M Ip, w- O. �... O' u7 'D CD ,�. m M; 16: 0' ... - .+n. 1K 10 ... T"7 ...0, �- 0 t6m f6 0' O �' �, . ..to I(, _- td 0 - rn: - ..1" .M h (p of IE1 0 0 . I/O .00 h W 6 ICI 0 0 �... rn AT1 0 1d 0 0' 0 0 rn to rn to VI STA : 27+50.0 PVI ELEV:= 906.12 0 rn .. . 915 zm PVI TA = 18+ 75.00 880.. GO C0 .... ... .--...... ..... . z 880 z ..., .. ...... ..... ...... V M =:0.19 T? n T� 71U n . Q PVI ELEV = 902.00 = .07: M o �K--*5.3-4{: 50.1 Drna oa T EASTINO.. GROUND ..:...... .... cq ... K = 66.45 ... .1aa.o'-uc. � �� '} * 14+00 15+00 16+00 17+00 ........ 8+00 1.9+00 20+00 21+00 22+00 234 24+00 25+00 26+00 27-00 28+00 389DPheaSanTRId9eDrS1DD Dawn. A08 ReT nns: H.C. Golf Course Development, LLC. THE ROYAL GOLF CLUB AT 28 rI$ C� r"e Iaycottlfythatthis Plan,sperlftcaklon Dlakne, MN 55949 ar report was prepared Ly me ar under m •environmental y Phone: (7633489-79013 dirett sopetvlslon and that l am a dUN PrlatName: B an,.KY.[aF.4,P.E. Slgnakure r' �,, pesloned SR5/1] nal %an Se[ SUhmntal BIx 11074 Radisson ltd NE, LAKE ELMO - 1ST ADDITION STREET CONSTRUCTION -0,503 �,/► • � h�i1 ongi- n., F-1 p63)a89-7959 tlecnsedprofosAonar Englnecrundcr c,a nnr q 885 885........ :.. ..... ... ............... zm mCr 880.. GO C0 .... ... .--...... ..... . z 880 z ..., .. ...... ..... ...... V T? Q n Q Q cp Drna oa to cq f '} 14+00 15+00 16+00 17+00 ........ 8+00 1.9+00 20+00 21+00 22+00 234 24+00 25+00 26+00 27-00 28+00 389DPheaSanTRId9eDrS1DD Dawn. A08 ReT nns: H.C. Golf Course Development, LLC. THE ROYAL GOLF CLUB AT 28 rI$ C� r"e Iaycottlfythatthis Plan,sperlftcaklon Dlakne, MN 55949 ar report was prepared Ly me ar under m •environmental y Phone: (7633489-79013 dirett sopetvlslon and that l am a dUN PrlatName: B an,.KY.[aF.4,P.E. Slgnakure r' �,, pesloned SR5/1] nal %an Se[ SUhmntal BIx 11074 Radisson ltd NE, LAKE ELMO - 1ST ADDITION STREET CONSTRUCTION Of �,/► • � h�i1 ongi- n., F-1 p63)a89-7959 tlecnsedprofosAonar Englnecrundcr Minnesota �7 \►VVI , 1 sorveying W-,eaHlsonmccaln.com the laws of the State of Mln-sota Bate 4rzSlt, U/crosc a. 25oAT Dace- al25rT7 Blaine, MN 55449 Lake Elmo, END CURB & GUTTER AT END RADIUS. SIDELK AND TRAILS NOTES 1+00 0 WAEENS STREE N TRANSITION TO 2' GRAVEL SHOULDER I. BDUMINOLS TRAILS AND SIDEWALKS MUST BE 00N5TROGTED TO MAINTAIN POSITIVE 3O'R 13RAJNAGE AWAY FROM THE PATHWAYS TNRWCHOUT THE ENTIRE LENGTH. " TYP. SAWCUT, MILL & * z. TOPSAIL AND BACKFILLING OPERATIONS SI LK 5T INE COMPLETED ro BACKFILL 0A14PGE TO THE ETTUM Bt15 UR4ns rK sInEWAH E FINAL GRADEAVO;D R &VCKFlLL ANO MATCH EX. BIT D TOPSOIL MUST BE FLUSH WDH THE PATH E13CE TO AWt6 TRAPPING WATER. OUTLOT J J. DMDE SIDEWALK INTO SECTIONS WITH CONTRACTION, fall 5PAOINC SHALL NOT BE LESS �\ EXPAN OM p NT FILLER3 IT RAT SOFT (MA]OM(1M) INTKAN 12 TT TERVALS. ANY DIMENSION. PLACE YA fNCH 4. CONCRETE PEDESTRIAN RAMPS MUST BE CONSTRUCTED AT ALL INTERSECTIONS. 26 25 ® 19 18 5 l60 24 23 20 17 21 QUTL()T 1 2� 4" PVC IRRIGATION 22 � � CONDUIT p'w Tf STA, 0+00 ANN ST& 02+17.94 QUEENS STREET N z s p �-0; y__�-�'z > �� •- ` � U-1 I P T 97. 2 'R (n f TYP. `' 7 12 s� O 1 6 f .5 If oJ`�' 25 3 4 T 7 f 6' CONCRETE M1 • J 0.'1 SIDEWALK TN R �✓ LI 1 P x 8 P Tom° 15 h P7 I!J O 00 f0 N' 0 00 cO 0c Q1' O O D to co Orn rn PVI STA 1+00.00 PVI ELEV = 899.00 M ='0.23....- K = 49.41 100.0' VC W CURVE DATA (QUEENS STREET N) PC = 0+98.80 PT = 3+57.12 A = 57,-W20* R = 257.00" L = 258.3148' T = 141.25' 4" PVC IRRIGATION CONDUIT 15 q CURVE DATA (ANNIKA WAY N) qq STA 1 PC = 4+79.05 PT = 2+12,67 PT = 4+79.05 PT = 7+02.93 A = 32'53'07" A = 53`33'07" A = 77'44'29" R = 133.00" R = 285.00" L = 76.3361' L = 266.3781' L = 223.8793' T = 39.25' T = 143.81' T = 133.00' STA. 4+13.83 QUEE 5 S E I ... . .'.....M K=53.33 WARP OUT CROWN QUEENS O STREET N nin 0 0- C7 m' O O' 0 0' M Lf)' O In' f"1 .- . t`' N y� O 0' 0 0' O 0 I2 LLT Ill *T' - 0) 1, to 7,0 Ln 00 150.0' Vc .M1 N Qlz . C C 915 O1 m N N' t) to- d' ln- N1 ID: f!` In 171 0) IT Ma im Ua- 0 ch: M m aD ,a m Ln Ri: Q) 0. O cV [V Ol dl' 0 0 O O O 0 m tTa �, m �, cV 0 �, p [ 915 9Z5 f� 0 do 0.1 �T rn ri PVI STA = 1+00.00: PVI STA = 3+75.00 a cd M n .. 5+00 6+00.. 7+00 8+00 - Q 0 PVI ELEV = 893.50: PVI ELEV = 902.30 2+0D Dr d10D 1 heresy [ as D a pt this a7, report way Arepa this direct suPal-inn and `9 Ucensnd PmPe ianal the laws of [hC State 3+00 4+00 plan, Spe nder[my vrrtt NamC Brian J. K slo by me 5p under my that I am a duly si9natl Engineer ostler of Minnesota nate: 4{2610 Llce!nu i; ,�=5G� 885 0+00 A00 1.5/2ans. '-.5/25!17 B)K 1+00..... . Dnal loan Se[ $ubminal 910 O a"n nesl9ned' Gate i/761]] M =:0.08M K=41.67 = 0.11: : K- 28.03 Blaine, MN 55449 Lake Elmo, Minnesota 910 920 / 37 80.4 VG., .... .....,.... .. 50.0!. Ill ... 905 >>> 905 915 900 1` > __-_ _ 900 910 �.... .. ! ..... . ARP OUT ! f Al 1J2 895 ; CROWN 895905 890 0 WA fiP cw? z 890 900 885 a...... , C WN ... :.... .JLU z 885 895 t - h P7 I!J O 00 f0 N' 0 00 cO 0c Q1' O O D to co Orn rn PVI STA 1+00.00 PVI ELEV = 899.00 M ='0.23....- K = 49.41 100.0' VC W CURVE DATA (QUEENS STREET N) PC = 0+98.80 PT = 3+57.12 A = 57,-W20* R = 257.00" L = 258.3148' T = 141.25' 4" PVC IRRIGATION CONDUIT 15 q CURVE DATA (ANNIKA WAY N) PC = 1+36.34 PC = 24-12.67 PC = 4+79.05 PT = 2+12,67 PT = 4+79.05 PT = 7+02.93 A = 32'53'07" A = 53`33'07" A = 77'44'29" R = 133.00" R = 285.00" R = 165.00" L = 76.3361' L = 266.3781' L = 223.8793' T = 39.25' T = 143.81' T = 133.00' 0 25 50 500 ( IN FEET ) A BENCHMARKS N 1) MN/OOT GSID Slatton 133653 (NYBECK MNt53) - Top of C -L -I Disk Llawti9n .. 941-54 (NAW 88). 2) MN/WT MD Stotian ill (KRAFTHEFEN MNIfl - Top of Control DTsk EI -Ven . 91504 (NAW 88). ANNIKA AVE. N . .. ..... . ...,. ..... - ... .. ... [[7' 0)N /a 0- "} C4 o0 a0' pO pD: On Or' 00 7,D' ML O In p 81 0: In 0' U-) ..O... 0 ..0 ..d' 0iv' ? 00 Y R O: 0 0O. l W' N r. r 0; 0 tri' L7) SO N Q N• eq If) to: R 00: M O 0' O 0: 0 0' O O' O O- 0 "� FV �: M2 N: N =- .- C]' 0 O O' O O G 0 M rn 03 C4 M rn 03: rn 0) 0 o1.. QI m- oI 0: a1 M: Ch Ol 41 m; QI rn: m 0) M rn. Co SURMOUNTABLE CONCRETE z CURB & GUTTER HIGH PT STA = 5+59.16 B618 CONCRETE CURB & GUTTER .,.... B612 CONCRETE CURB & GUTTER QLZL73 DENOTES TOP OF CURB ELEVATION HIGH PT ELEV 913.Q7 FOR THE TYPE OF CURB SHOWN. rip DENOTES PEDESTRIAN RAMP. 895 (SEE DETAIL) © CONCRETE VALLEY GUTTER. PVI ELEV := 908.38 (SEE DETAIL) 0 25 50 500 ( IN FEET ) A BENCHMARKS N 1) MN/OOT GSID Slatton 133653 (NYBECK MNt53) - Top of C -L -I Disk Llawti9n .. 941-54 (NAW 88). 2) MN/WT MD Stotian ill (KRAFTHEFEN MNIfl - Top of Control DTsk EI -Ven . 91504 (NAW 88). ANNIKA AVE. N . .. ..... . ...,. ..... - ... .. ... [[7' 0)N /a 0- "} C4 o0 a0' pO pD: On Or' 00 7,D' ML O In p 81 0: In 0' U-) ..O... 0 ..0 ..d' 0iv' ? 00 Y R O: 0 0O. l W' N r. r 0; 0 tri' L7) SO N Q N• eq If) to: R 00: M O 0' O 0: 0 0' O O' O O- 0 "� FV �: M2 N: N =- .- C]' 0 O O' O O G 0 M rn 03 C4 M rn 03: rn 0) 0 o1.. QI m- oI 0: a1 M: Ch Ol 41 m; QI rn: m 0) M rn. Co 925 VIN11 .... _. -jr 1. _.I. I �A--.- . I..: I L915 .......... z HIGH PT STA = 5+59.16 . ... .,.... d .. HIGH PT ELEV 913.Q7 ...... ....... PN STA 3+50.00. 895 Z PVI STA = 5+50.00: PVI ELEV := 908.38 PVI ELE'l = 914,00: ... . .'.....M K=53.33 WARP OUT CROWN K=29.93 Z 50.0.' VC : 150.0' Vc 925 VIN11 .... _. -jr 1. _.I. I �A--.- . I..: I L915 - - --- _ GRADE-'-- .......... z a . ... .,.... d .. .......... ...... ....... ..1...50. .I... .. .. _.. 895 Z 4 7,n WARP OUT CROWN 880 Z : LJ Qlz . C C 880 890 a - p [ c CO j ro : a n Q- 0.1 �T rn ri : °. p� a cd M n .. 5+00 6+00.. 7+00 8+00 - Q 0 875 0 0+00 1+00 • envlmnmental Dlalne, MN 55449 C� Carlson 38ln Pheasant 49 /. engineering Phone; (763) 489-7900 R-�Af f'7'� s�rveKlrlg Fax: (753) 489-79 �y'VM ww.[arisonm[caln,c6m 2+0D Dr d10D 1 heresy [ as D a pt this a7, report way Arepa this direct suPal-inn and `9 Ucensnd PmPe ianal the laws of [hC State 3+00 4+00 plan, Spe nder[my vrrtt NamC Brian J. K slo by me 5p under my that I am a duly si9natl Engineer ostler of Minnesota nate: 4{2610 Llce!nu i; ,�=5G� 885 0+00 A00 1.5/2ans. '-.5/25!17 B)K 1+00..... . Dnal loan Se[ $ubminal LAKE ELMO - IST ADDITIQN O a"n nesl9ned' Gate i/761]] 25P63 - - --- _ GRADE-'-- .......... .................... . W .......... ...... ....... . 895 a C3 890 LJ Qlz . C C a a a - C4 T< in 11 N N 0.1 n .. 2+00 3+00 4+00 .. 5+00 6+00.. 7+00 8+00 - H.C. Golf Course Development, LLC, THE ROYAL GOLF CLUB AT 29 11074 Radisson Rd NE, LAKE ELMO - IST ADDITIQN STREET CONSTRUCTION of Blaine, MN 55449 Lake Elmo, Minnesota / 37 SIGNING do STRIPING NOTES 1. STREET IJGHMNG SFW1 BE INSTALLED PER CITY STANDARDS 5 FEET HAGN OF QURR IN LOCATIONS SHC""' ^•` ^' ••' 2 AL1, SIGNS MUST 3- ALL SIGN SHEATHI 4 SIGN POSTS TO 6 5. STREET SIGN POS 6. DEVELOPER TO FU 1. POLY PRFFORMEII 8. EPDKy RESIN AND REOUIREMENTS OF LIGHT � �'� _ _ 3890 Pheasant R1 dge Dr #100 f hcrchy oeo ty th Y this PId .pC ibcatlon Print Nome Srian 3. tOhOk P,E. A�ewn: ADB S/26/1: ronrnental Blaine. MN 55J49 or repgrtwp pr Iw ed by rn d my ,�'" t�",� I -. 5126/i7 ftnai Pfan Sec submittal j-►� glneenn9 Phone: (763) 489-7400 dircasupe u q and that I am d ly slgnaeure �� oes�aneq alk Mc ain surveyin4 Fax (153)481)-7959 ucrosetl ^aft I I Engi d �r►V�A Wri W.CdrISOnm[[aV=l.[ortl rhe Laws of the Slate of lenota axle 41]6[!,7 L:cenu .. 25861 0- 4/26117 H.C. Golf Course Development, LLC. THE ROYAL GOLF CLUB AT 11074 Radisson Rd NE, LADE ELMO - IST ADDITION Blaine, MN 55449 1 Lake Elma Minnesota SIGN SCHEDULE SIGN SIGN NO. 512E QUANTITY Q �-1 30' X 30' S {euor Oa N+rtc} 24' % 30' 2 IB' % 18' O 5 GH 0 25 5f1 1Oo BENCHMARKS s) MN/DOT GSD Stati- /33653 (NYDECK MN163) – Top of Contrd DIA ElewTwb - 941.54 (NAVO 50). 2) MN/DOT GSD S(.tlon 033601 (KRAFTHEFER 1414163) – Top of C-Lrd Disk Ela—tian - 91304 (NA 4o BB). SIGNING, STRIPING 30 & LIGHTING PLAN I / 37 � ANN1t�G -�Rpll. N CITY STANDARDS 5 FEET BACK OF CURB 10 GRADE (003). ED GALVANIZED METAL, 3A =/FT IST WITH 0.080` WALL THICKNESS, T SIGNS PER CITY STANDARDS. _ BE USED FOR ALL PAVEMENT SWBOL5. FOR PAVEMENT MARKINGS SHALL MEET THE 'OR CONSTRUCTION, 2014 EDITIONS'. AIION. IE VERIFIED WITH OOW HPS ACK IN COLOR) NIUM POLE (ALSO A 25` DIRECT �� 31.m Ph N 55 Ridgy pr 0300 f hernby !ry lhat Ch! plan, SpeC�hraGflD PnFlt Na Te 6n2n 1. Krys9pl a prawn: Ap8 A inions: • enrlmnmental Blaine, MN 55449 I or rep a prepared by or und—y f+I L 5126/17 rnnl Man Set Subminal • r anglneertn Phone: (763} 489-J90D I direht Nen and th t I am a dul 5� r McG+om SG I I p y a._ h neugnM e rveying Fax: (763} 469- ih.c th ens d P th, qt Le E M9 , um NW [dNSnrIT[[d{n,[nnl ltte laws of [hC S[atC aT MinnP50td Dare 417611 J LI[en5e d- 25062 6a[e 4/PS/IJ H.C. Golf Course Development, LLC.4 THE ROYAL GOLF CLUB AT 11074 Radisson Rd NE, I LAKE ELMO - IST ADDITION Bla(ne, MN 55449 Lake Elmo, Minnesota 50 10 i—=�0 ICHMA.RKS D Station 133653 (NYBECK CP of Cantml Dirk 941.54 (NAYO 86). D Station /3160! 7 MN163) – Top of Cnntrol 7 513-C4 (NAW 88). SIGNING, STRIPING I 3f & LIGHTING PLAN 37 JJ y F / `�J w ( IN FEET } NQiE: ALL 10' BITUMINOUS ACCESS ROADS SHALL. HAVE A MAXIMUM 10% GRADE. /�►.��'� 7B9A Pheasant--S--ki[!B I—by certify that this plan,$Perfrdtmn Prinr Name: Brian 1. Kryataaak, P.E, Orawn, arta RCv'vans' H.C. Golf Course Development, LLC. THE ROYAL GOLF CLUB AT 32 {•� .environmental Blaine, MN 55949 or report was prepared by me Prander my s,s--"17Per City Lonmenta TRAIL CONSTRUCTION 0 Phone: 76 489-7968 d-iZ luper0on—Ithatlama duly S19natara gni., $11C �. 7l28F17 P+•'Clly Comments �C�CJIrI I 'e"91"`�'"9 Fax: [763)489-7954 IjcensedProreswonalEngineerunder = 1, 11074 Radisson Rd NE, LAFCE ELMO - i$T ADDITION 3% .surveying ww.wrisanrnccarn,mm the laws of the5ta[epfMinnesata Dace: 4r7tuv ucr.,rsec: z5963 Date: 41zb11z Blaine, MN 55449 Lake Elmo, A'llfif1250a �s,•Ya . , t xrrs tz NrY. n s.ew' S!4 / N�nw •.roc solo evice - f I er a"R ,ww a4+ �.:n.Lle.,,ls V�l (/, CpKd'R P.A'dr I'N 4 Auc.,Jr / No ,.,rr.a VN _ e ,� � ;; k. .a I � r..w. •rte*a a.r . r. �"`.Jra'rat ..a, a � 4s:LL [ �r1 I a' • r � .- vY - I wr>Han PIsrR 3a rxw e. s[`e"t h�4 _ @, a{ _Ll_ :s.awr Ila rrr _ 1 �(tsy} "'ca..aa rm -f � A •.mwM ,.. ,^r.'.rrOf�n �.° ^ .a. I " sEO CY h h n.�slat rcantarr :,� i i o�.,ru w,.Z1 __ _ - ----- w ,u _. xINNECtIGY vr. y ,Ka. ,m wa+nx.:.m•+- yrr waa aa. f I w,r+rv,r .I e _ •f aat�4. n utaf _,r] ra m rc w uu c - 4 —~ I � % NCTFS. �• o- .I J' � ,,,.`Ss r.q f � AzRu`v4 �• .•v „u ,00vi :rw. [eY..s w sru,...c., nxrt b t I' I 1 M a CPr " `reew,.';n�r,erq a o�iedr� � .eur..r„u rn..�, res iu Fww r:emy.+ yma ns :. o -.,.e as.m ue xi .4rfre Fs EVATON ., �"rwr ..a �mw,',�,?^: „�L"s ,a I.,,,..: :a �,ar-. � � ,� '' •�, a� .b r,o.rr Qa'.':`-, R xr..m r +,c,,,,r ,�.f ..a< r PLAN win{ RISER r,ra„: ,� ..� :• u. T KCAL HYDRAVT LAYOUT SANITARY SEWER MANHOLE, TYPE 304 SANITARY SEWER MANHOLE. TYPE 302 SANITARY SEWER OFFROAD STRUCTURE MARKER W> IN HWTOAFDS (I''ES 27rR LE" ',�Vt:S 3D" fir .A%!;;r H) (a5 "'�ri'r[[[; 4r :Y,. v,r Bl I rr ,�} 'SAlVITAFi1' SEWER SEFIVICE - \1,Vt1'IIVIT MiHC'Ut11T AIANC'11:U 17 ALlRCIl Yli1 rrLAp{;HatIT ��• _ rtemuvraaP.+,. Mo uw.w n„IeeV:'.s 4 �r.Ji CCI Y OF LAKE ELh[O uu �l •� R .,y,`, r CITY OF LAKE ELMO �' ��^r CITY OF LAKE ELMO � Ai_ ter', CITY OF LAKE ELMO � r u�� CI CY OF LAKE ELMO �4rrtrU w l , ] t }tell, vE,Yrr tlri Ivan'-Ne7F PIN_.SM.STT" c�ia .�rt[res mIN aus '_ -r, +e e' ,ash t'w sNcd. swa[ �a ca Tr uLL+ar \ - b wn ✓ � rrr� .. �E�I SII I... i.. 1..1 'j,'• _T --. EliYAP 04 6` 14 r1 �M�SrcP9L: G ` �. YM1'S li1n ��A Ra SS.Yr41,W al. W I1y111\� u-rINaLY h1Nt 41z� Wualto nrrli Y - Ijjl oofjI 1 �f+t 1lY M\��` 'CJI 11 L n rR Awn [t] ^RY k ?erR 40 Nps M IIP' aLaR+ rJs¢I YTau.iP ,}f iRL[N _ [OA4 Tr[ _oR6 SI[V. vR9 #'A - / L •n a:E r4iL wo G,'t +4K ytw'[a „ra'� Y r,1Ck r^'O A Ya rY¢IaN f '^ p ae woe I. wa+t-a t, µlam u r J j lm GATE VALVE ADAPTERFl sEecroN,eoc,Iw rant ir.e""` CONCRETE REACTION BACKING: ;NwoL+.o °+',- U"c xaw. 's W, WATER SERVICE ON QIP MAIN • - fr �I �' JJJ�� - AIrAN�tr:UIT AIARCN roIr h1.ARlY1'-1117 t / .. - I tI"! - a.. a.{j L�I_�"L••' CITY OF LAKE ELIsIO 1-i�r CITY OF LAKE ELMOr�•L�,�W ~a L�ra�-�, CITY OF LAKE ELMO r•p.,s YN ..Lr[J Lt •H.aN NLN f�� . � .• L ., ,., {� yr -- � y--- =', �17�- 14 '� , 4x%o •u.e .r rcrrstv,r Nr +r'+r rr,rva�• - I <ed�,�,w.+..�+m .�.+ rr se�rkN;•n a ,I 1)C —f L sI4r _CCa]WGC 41Tr p,a ••^,• I� `� 9,' Y �. L ;;;ati•ia,l �LvaRcy xs-w $V,U<,IAaUS �....-�, � "e •• • r . aa4 rr•+�Mp L. 0'ry' PoG�C IJ r3- � N�Mi•.rrfS �, -^Isn 4J,i '� I �� L � y� . , r sF. rJ GIYdC Yi'.•.1^CY - .]f f! I ,Sao-[ ;•LOLL as w^c zµ-.'� i f( S.nrR I,t.. 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THE ROYAL GOLF CLUB AT 34 Caring . enw unmeatal glalne, MN 55448 nC report orepa ed by under my t. 5/16/17 per co Emmen s Phone: (7631489-19OD dl+^erts;pe I. an andtht1 ma duly Signature:' .,� Oeslgned B}% Z•Tlze(lTpePcllyCvennleMs DETAILS OF �/� • aen Ineerin 11074 Radisson Rd NE, LAKE ELMO - IST ADDITION ^� Ca / g . 5urvey�n9 9 Pax' (763) 489-7959 Licensed ribe swe Erg neer under ,J c�IM www.rarlsonmccaln.rnrn the law fihe. state IM'nn to Date alrBlt7 is€nsc x;:5053 Date; s/x6/17 Blaine, {�N 5Jr449 Lake Elmo, Minnesota Noe„eex,-ea�sore-w... p.,,,,.m<„v�e+a:•r+�.+�.•n.i w,,, i.. rxoa,xwaa a.r��..,y ^.E€wW r1ar4.G R-i%1 HR..511 uN ,. �� / WLI ]]tt,*'R• S _ y a I':r+. ami rC' VN. 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Nn vii`u ,rN, - Pti��' �wu ar" tivLA wnM r �Wi T CATCH BASIN/MANHOLE WITH SUMP, r TYPE 405 N ca+. br tlnr FHa u.. ..r, itY rym..ca In[+r4 n LL�wra•w' 9.uMGwi wx u-V,p road f ' CP,TCH�BASINfMANHOLE, TYPE 405 _a _ _ "M Xt^nrX s.�.. tt wmre-ee wxa d e W'' � r¢ [ .v • ,4wp ,r9 w ry �M STORM SEWER MANHOLE, TYPE 407 sc'+�:r rw • ,'�Nmt urge• - ✓>u- swr i M wm r.[ wed 3¢',w u,Pu. ,cn[ viw .,en 3.V'� K rw-e c awe m :IWe rsw STORM SEWER MANHOLE, TYPE 406 h1ARt'll :r1J7 MAH['H \117 \I.{RC'H Y117 !UIi (Pi:: E5 27' GR Lt,55) M {R€'111117 pt{R[71 -roJr SL0.RCf1 „_ .I'••, CITY OF LAKE ELN10 ,a- 1.4Ri I,-,Fa CITY OF LAKE ELbIO CITY OF LAKE ELNI© „�.•:� •, €� wl 4 r.. —a�,'a' CITY OF LAKE $LhIO •t...,,,,ar".,...... :a6 :w:,L Lil" CITY OF LAKE ELMO .Nt nw ,,N�l,r_• CITY OI' LAKE ELA9O 4 I FlI rF"5 .AE :JL S�H+u CCPR p M (wary IA / Y ,xV fSyT ,) JJJ CVKC Va."€} 4Lci4U1E K' rnsY rpEss iCl:. To i%ceax \ 51 59P[. .•I r, u_ .os - AY Q .rw , N! µii�sa 'ue M ,.J Ncmut.,a cOt,rrEcna3w _ .. Hs;,tATR (cher G ETC ir«� o,lEN�4AfErAH. r - I' yy I.- SECTOwdI VIEW II Y4 �_ ' nh5 5'r 4V 'a W'r wM1.»C w <X Nc Pt a s.x, -..e€ xl.� � f nN;. .'.afCN eRLe1 4 T off z•aMv v :1:< ��--��—� .rr ,vl Csr,y(� IT.. • 1r "`ig r. u, �o-•-. '"" PLAN N�Ey kvr s ur6' Ror�nr5rrrn' _'T T, .I 1q 4 iEV nye � sroaaa srinm.Yr win NSA n. :.�.®�;+1 �ry' OFFROAO BRAIN TILE ar RAI711� LTILE El '"1'.r ORAINTILE CLEANOUT c wcrd.u4hrA. EDGE DRAIN SERVICE (AS DIRECTED BY ENGINEER) "— 4LSILI 11 ?011 ' -4 RIPRAP AT RCP OUTLETS I SLIA01-1,9: TYPICAL POND SECTION MARt'11,D17 hi{RfTI'all I H DRAIN TILE CONNEC70NS %IAltl'r4:917 Ri•lRf 1[5117 CITY OF LAKE ELM(? »t'~«` CITY OF LAK£ ELMC1 ,w ur<�i •".• L+Niir,er CITY OF LAKE ELMO slnyY w 1.,- i CITY OF LAKE ELMO 1.,ny{ q.r.., w,R,�I:•rJ CITY OF LAKE EL'MO 1sr:l_ I r,a. CITY OF LAKE ELINI rAY 4-1 •� x >1 e€a ,.1'IHa .-••r ` — -- frx ✓c i y' ; r F � �1 ^'" .:�,IIII :: aljflf '� �'tll...!I f d,l �i1ir � G I I e cw Act ai LA r, n]•r I I_ _ 1 If■�I' II I if I�a4 ■If. I� f � li �RIIt 11 I��'Ir �,I ]��jrE� r 1T{l`all ! I [kI Tr .l I{fit. IM t�ll`wMf µlull ' RL€N t L4°i•wx ��,' I 1 ♦' s -IAN Y HJ r IW IT I I Ia -reGV. h MtC.0 v.l'iv l i S I I 1 I F �Z' /I. r asE nr ex+. SFCT101 A- .J'-'� -- r ..5.4 & a-A `�— 5 _ / � I /¢ e i1 • 1 I N, I I,I F� 11� t 1f r� s iJ [` � I! I 1 Y �. L4 t 11 7. CATCH BASIN PLACEMENT AND CURB k GUTTER Ips II ,. i • -' RESIDENTIAL DRNEWAY CONCRETE VALLEY GUTTER TRANSTTION AT INTERSECTIONS 1'1 ii �i1 a Yi \Lik4'li YfJI hlikt'IE',iP17 11{Rt'll .nl.7 MARCH 2017 V.boT llMlPnlmw.4lesrir]maTt �' iNaaT YTUWW4PEAV {4a11gexty 1RFN .UARCIf2417 ux8pr y„e.u•,rurinxase n,,, Y(FrHbd hlhR['11 '1117 ! . l CITY OF LAKE £Lh10 w Ni ' y, __ CITY OF LAKE ELhIO os* �r,x, CITY OF LAKE ELMO xm —� CITY OF LAK$ELMO r m .ae.ae„ xY xn� I \',._�I:.tl CITY' OF LAKE ELMO sma I'N`I_�.':"`� CITY OF LAKE ELMO smt' {moi . emlronmental �V�IYi\t/1 I . englneerldty Blaine, MN 55449 nr 1311me1111111 PhcasdntRldgePr lol .1 .—e: {763) C(19-7400 tlltett direr,ssuperveionan .; yce-pr,IIpt dbymedpenStatlon nmtwame. gr an l.xry ohakR.E. report was nteparee by e r unser my superv'slan and that I In a duly s19n31yre � 4 6a.n AD6 D.4ruIC: III 1.5/2 s: 1. 5/26117 per City Comments z' 7/251(7 per C1IY Comments H.C. Golf Course Development, LLC. 11074 Radisson Rd NE, THE ROYAL GOLF CLUB AT LAKE ELMO - IST ADDITION I DETAILS 3 Jr 111 .R'�,c a 5tlr -t- _ i� McCain Fax: (763) 4B9-79s9. vuww.earlSRnmccain,[pm the @ngI _ under e lawao{tM5laleofNn to Date. 4/26/17 license/'75063 — Pal}•,_4J267 /1 Blaine,N 55449 Lake Elmo, Minnesota of 1 lila s I � 1 11 A A 11ARCi12U12 6•mrncM4mwwaxrx xaarras ,•I—ter •� CITY OF LAKE ELMO A, � Ll]' c01K8[iC - _ fa0o1 S6•s x.N aElFcl urbeulR Esc rrA sm7uicn axi p a4�+M (nvrnc+m IR 01x+7 MIC . fLE Ralf tS.srR'C app Rare] w7 axi AttR L 4p�`Ef WL�cW„a��rMIX X WL41'�rn< 4WErafC ..ur n:u CONCRETE 51DEWALK QLiL: r' CITY OF Lff-E -MO sm ,.X•.X axa I ' •'7I 1 I .waxvaDaEocw4.a °n +.� rm y.M Xmvu� . 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S, •sY Ila, _ K12R d:Pp 410 p�nR 5LR11OUNTABLE wrcarE wee W arRw 21 ! r LF TSY ^tl rh', .ntmo.s yo..� CONCRETE CURB & CUTTER MAW11 _`U 17 ,X mww _ CITY OF LAKE ELMO w1 4r ella, Carlson 3890Phea9aneRldge-r/IOC Ihereby ¢Nfylhatthlsplan, sP—rl.t,0d R-IntNa— Hrlan1.Krytnak'P.E. OraWn: AD8 R 1191K H.C. Golf Course Development, LLC, THE ROYAL GOLF CLUB AT 36 p�l.i Blaine, MN SSwV9 ar rt Was Preparvd by me qr under my L 5f26/I7 per City Commrns 11e •envlmnmental rePn z,71zBJvper[:Ity4nmmenls DETAILS 4� McCain �_ /j.►► • englnedfing Phone: {7fi3) 469-790r] erect euRerv;V- ana Ihec 1.1 a'U y Slenxmre �^-jf � Des194ea eIK 11074 Radisson Rd NE, LAKE ELM A - IST ADDITION 37 �j�/'►( /�'� •sllrveyinq Pa%: {7fi3)489-79i9 LltenSad Prplegsbnal en9m2ef under Ddte a176/d1 Lit— ]SQ63 Da;e- 4,26!11 Blaine, MN 55449 Lake Elmo Minnesota 1 #,'♦.rx4rr'V1s' 11� www.cartsonm[Caia,tam the laws o[ Me scale of Mlnneso[a r iAn'1#Qv�w2 131fUM1}XJUS•YYLNt GDi1PiSL AUTACLNf B}.INL rar y y�.lc �� NwMMp�WrN�.fs .io^ 4a�e XMJ aFLN (real sr� eoa urc �� .A mvrx s.x,r- Em9 AMpc (xE �.c .•E1miE ,:�,E_a, Iuaxlslar 1 i ,-aAy , Er 5�� pR,� ~ coir !TE 1. vec Pw/ellwXx rn:ar rrE .aa oAv,rr. ]pc aK 16TI11C0 br ,K lIOROLI 'LE 1E 06GYr TC S'a1+0.MG r1' 71• T@ACER WIRE P,AN VI£W t5ANITARY SEWER) MAP=2DtT �>4 1„41 i%t CITY OF LAKE ELMO l� rrl-� i ')f '� : � •� � I I r F Ixmr sv:e.rv..yssxw re,vcsi> v . 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Golf Course Development, LLC, THE ROYAL GOLF CLUB AT 36 p�l.i Blaine, MN SSwV9 ar rt Was Preparvd by me qr under my L 5f26/I7 per City Commrns 11e •envlmnmental rePn z,71zBJvper[:Ity4nmmenls DETAILS 4� McCain �_ /j.►► • englnedfing Phone: {7fi3) 469-790r] erect euRerv;V- ana Ihec 1.1 a'U y Slenxmre �^-jf � Des194ea eIK 11074 Radisson Rd NE, LAKE ELM A - IST ADDITION 37 �j�/'►( /�'� •sllrveyinq Pa%: {7fi3)489-79i9 LltenSad Prplegsbnal en9m2ef under Ddte a176/d1 Lit— ]SQ63 Da;e- 4,26!11 Blaine, MN 55449 Lake Elmo Minnesota 1 #,'♦.rx4rr'V1s' 11� www.cartsonm[Caia,tam the laws o[ Me scale of Mlnneso[a r dr..: x •.Y Rrvnuun[ s-n4v,Ye Po,sl4urnd navud enan"rLo..•.�rx[",o.Yn'if.� avLY.a`�n swami ie aLw�®"Sia b PM 1[ noFPr Pr 11S CiA' - SM mw'� a ��CP� r 'Av�T ,l{f7v� � tOWr1YrL"3A WP IYK �T�m'Ip vS KN. r �� rS�[4.s 4'LirL ,0 m.Y. - -�K Iii[ YW I i[ +.P.+eart'.1.•.aMS +Nw ru .m artasw'0"` viu u'Kn.4�`vorY"".L,"+*'+ill.'n"Yr. 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NMT 17M 1rPC a Cv iuc rMee sl— x sP uYVa T r mce ret vwanxr ,.cvAr�a,Y a •n[ uW rrinr.V maL YID T,t slo•4 � er..:'N[c,lav Lx,Y.vr_= IF Yevsn v:Ye Ne Msw �r PxsTRucTmN +va NLw sraEr Va.s^INw^IB. m Cga'4 l [W1141t' seYli OF —1A— TB riedi lw 4 a Yxa —. ,tAAeeh5 I'Yr M/Jvl tl4 vrm4Cl I ✓ YNN A4%Iusrl p PR YpIP�I_ +io ed i'1[iws h1tN d nt ECG irrAXs S fhWt W.A VN JfraS N[%I 'f4S A'a YIYigI UYtt,NA e— ROC.{ CONSFU[TOti EN-RAiCE 1aAI+.rr CITY OF LAKE ELMO M �Nmi sa+�-•s�a�n �vY[ws .nn a rtr[s n .ssal ^�.rarvw ro I pC2G1 Au r+4a S AS sA- 0 "s'. uY r:alxx ccN V •icrp >• �u�VA.^J tt_7r[r �s'rxu'CN ..n IYSS r.NE �rttrY., w�YH N[i .0i'. �.. 4 J. Ns. Y_ _ µP ^�'. U4Fr4, YL,a4 WMI.Y NG sy5iM ST41,OARO PLAN NOTES SITE RES -ORATION PEALS tJ 1 CITY OF LAKE ELMO ANNIKA DRIVE N (CENTER ISLAND STA. D+DO to 1+25) 75` R/W — 48' B/B E WNCRER tr aMW BBI2 cave. G11RD $ WTTER PAVEMENT SECTION SEE OW W LAN W10 sl MIB BRAWHG /BO'I• SAW AI€ SEN. NO 11 YB (SEE DETAIL) 010 NeAL rzNc[ wr (rFM 4EHG'IfC]>✓rPLC'IY1M TMFni; �GII 5'S' eOaR •mSr rL� uu� lil � III � CnrmAL�O III NSV4L GEar9BS£tP��l � �Y Lj w L -sLt rcwac vsTNUTIa. suu Dyr:mgE m YLppST5Y5 S, TrIE N5/'M rIY.Yt YEH[i�/>XS rlpY IWiL TYRE RA A! ALL 9801 SIgF -vmTHws SIYY1 :o-+rau ro ram Lena SL_T FENCE NAkm ]all Y[,AwPr,A.,4,R CITY OF LAKE ELMO 6D1 DALVANIZED CRATE (SPLIT) GALVANIZER G 4'X -V OPENINGS seas POND - 884,0 P' THIN F LTm SnNio N dpW] NQ4[ SWN PhNT 3• �a rrYhY 9 �CH 5LOBUR I J PER kott SECTION W ce r.E ..W.— eiYAN Sml CF IaL M[:S Rc WRIY TE1,eiaw v�Y° m r`�i.i•m�r`DVY OITCII CHECK (FIRER R01) IMARCT[2117 !'�• CITY OF LAKE ELM07 eus �. 10' BITUMINOUS ACCESS ROAD L RJ<Y TYPICAL STREET SECTION �a e as #r c" NnN4-60' ANNIKA DRIVE N' R/W — 26' ®/B ` t;1,r4r Rn+ R1W �PAVEMeNr u5'-PnpGT uem TYPE. SP BIP 4£MaNC, b+ W—EM WEWALk 42E A inti FLC IEYFL 2 SPHALT MADE s ISPH t A' "100T 3119.28 SaEGI —N O BASE a'�Ww REFS d SUBGRAOE iESTEO AXp A➢PRO4Fp IN AeDOW—E W. 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ILAN NOTES GRAVING AND EROSION CONTCL PUNS L kms' CITY OF LAKE ELMO Euoc m YM44M YWr.I F NLSTAICL'eY [vT .,[ s im. NMT 17M 1rPC a Cv iuc rMee sl— x sP uYVa T r mce ret vwanxr ,.cvAr�a,Y a •n[ uW rrinr.V maL YID T,t slo•4 � er..:'N[c,lav Lx,Y.vr_= IF Yevsn v:Ye Ne Msw �r PxsTRucTmN +va NLw sraEr Va.s^INw^IB. m Cga'4 l [W1141t' seYli OF —1A— TB riedi lw 4 a Yxa —. ,tAAeeh5 I'Yr M/Jvl tl4 vrm4Cl I ✓ YNN A4%Iusrl p PR YpIP�I_ +io ed i'1[iws h1tN d nt ECG irrAXs S fhWt W.A VN JfraS N[%I 'f4S A'a YIYigI UYtt,NA e— ROC.{ CONSFU[TOti EN-RAiCE 1aAI+.rr CITY OF LAKE ELMO M �Nmi sa+�-•s�a�n �vY[ws .nn a rtr[s n .ssal ^�.rarvw ro I pC2G1 Au r+4a S AS sA- 0 "s'. uY r:alxx ccN V •icrp >• �u�VA.^J tt_7r[r �s'rxu'CN ..n IYSS r.NE �rttrY., w�YH N[i .0i'. �.. 4 J. Ns. Y_ _ µP ^�'. U4Fr4, YL,a4 WMI.Y NG sy5iM ST41,OARO PLAN NOTES SITE RES -ORATION PEALS tJ 1 CITY OF LAKE ELMO ANNIKA DRIVE N (CENTER ISLAND STA. D+DO to 1+25) 75` R/W — 48' B/B E WNCRER tr aMW BBI2 cave. G11RD $ WTTER PAVEMENT SECTION SEE OW W LAN W10 sl MIB BRAWHG /BO'I• SAW AI€ SEN. NO 11 YB (SEE DETAIL) 010 NeAL rzNc[ wr (rFM 4EHG'IfC]>✓rPLC'IY1M TMFni; �GII 5'S' eOaR •mSr rL� uu� lil � III � CnrmAL�O III NSV4L GEar9BS£tP��l � �Y Lj w L -sLt rcwac vsTNUTIa. suu Dyr:mgE m YLppST5Y5 S, TrIE N5/'M rIY.Yt YEH[i�/>XS rlpY IWiL TYRE RA A! ALL 9801 SIgF -vmTHws SIYY1 :o-+rau ro ram Lena SL_T FENCE NAkm ]all Y[,AwPr,A.,4,R CITY OF LAKE ELMO 6D1 DALVANIZED CRATE (SPLIT) GALVANIZER G 4'X -V OPENINGS seas POND - 884,0 P' THIN F LTm SnNio N dpW] NQ4[ SWN PhNT 3• �a rrYhY 9 �CH 5LOBUR I J PER kott SECTION W ce r.E ..W.— eiYAN Sml CF IaL M[:S Rc WRIY TE1,eiaw v�Y° m r`�i.i•m�r`DVY OITCII CHECK (FIRER R01) IMARCT[2117 !'�• CITY OF LAKE ELM07 eus �. 10' BITUMINOUS ACCESS ROAD L RJ<Y ��w`' 251L Ip �a e as MI� -dun, I za% secnRN R1W �PAVEMeNr u5'-PnpGT uem TYPE. SP BIP 4£MaNC, b+ W—EM WEWALk 42E A inti FLC IEYFL 2 SPHALT MADE s ISPH t A' "100T 3119.28 SaEGI —N O BASE a'�Ww REFS d SUBGRAOE iESTEO AXp A➢PRO4Fp IN AeDOW—E W. CITT siAXPFX.P �CORCATPN; b` YpP51ML t sov SUDsAAX PREP IAPRNONTn 91' 01y) . rN+L SLGNOM m BE LERlrtE11 8Y OEm1Ea1N1CAL W.NsER/ITV BYC[XEER TYPICAL STREET SECTIONL GATE VALVE DUCTILE IRONFlTTING MJ SLEEVE FBSE JOINT ADAPTERFUSE TYPICAL STREET SECTION ddrT�, QUEENS STREET N' R/YY 4*Ir 'sT' 60 R/W f— 28+ B/B ',. ' R1W �•, R/W " ANNIKA AVENUE N 50 R/W f 28° F3/8 d• rr Lr a b' a• �b A A.a%I I.?S 1GA ILz^M' r.• 1. _ s` IJ( b' TDFSpA A 5X1 -101 31 e,2 S u.T 3,n— suer wAvcwr eAg b+ rPPSGrL * 5d) T s- TgRSpIL al 500 pp,b CmXC cm R ctFRER R° iLFsaL a Sas 9.fBCNADE PNEP IAPRRGN[D 9Y (]rl? suRYnuNTAim,C wR—TA G111E1, CON[RCrC CURB GL/I1ER CUMgN[Te mn, TIC "'0.'2 PAWL-MENr SECTION T/C . C -c M cVPm4 SEE aN DF LANG "a PAVEMENT SECTION STA.— —.as 480, eAW AND MAL M- W SEE oTW IX LAKE Lllr9 STAWam PRANNG ow (secLETw_) SAM AHO SEN. EYERT Ap' (SEE BETAIL) it ��i'(V' .v�, • enYi.rpnm¢ntal �� S9C Pheasan[ Rltlge [)r BIdIRP. NN int Rk '-.8.9.0. f ]00 I Rereby Ce" p eUatpa d Flan, 5peollcahpn Pnnt Namc: 19rsan 7. K [o I hereVrt a p pared by me or Nodes my Drawn: A68 �slens I. 5/26/lT per Gty Comments Z. 7!36!17 Oty comments engln¢enng Phone. ('. a89 79DD dI—t up and th4t I am a duly 5rgnate c. /� Des4n d H x Per survRynq McCain . Fa (763) 489-7959 Licensed Prdr smonal Engineer under Www.cerl5onrrlceaI.— Nle to Pr theState nrM nneseta Date 4f25117 license d. 25967 08Le.. 4125117 TYPICAL DIRECTIONAL DRILL FITTING NO SCALE 85JO H.C. Golf Course Development, LLC. I THE ROYAL GOLF CLUB AT 11074 Radisson Rd NE, LAKE ELMO - 1ST ADDITION Blaine, MN 55449 Lake Elmo, Minnesota TEMPORARY IRRIGATION SERVICE NO SCALE 2" CURB STOP AND Box CORPORATION STOP 2' COPPER TYPE K WATERMAIN -Ek TEND IRRIGATION SERwCE a BLOWOUT UNE V ABOVE GRACE h CAP. MARK MTN STEEL FENCE POST k PANT BLUE 7" COPPER TYPE K IJI `(BLDWDUT, TAE x L- CONCRETE RRICk DETAILS 3707 37 GATE VALVE DUCTILE IRONFlTTING MJ SLEEVE FBSE JOINT ADAPTERFUSE JOINT ADAPTER DIPS/IPS YiDPE PIPE 011 PIPE (� CIP PVPE OIPS/IPS BDPE PrPE TYPICAL DIRECTIONAL DRILL FITTING NO SCALE 85JO H.C. Golf Course Development, LLC. I THE ROYAL GOLF CLUB AT 11074 Radisson Rd NE, LAKE ELMO - 1ST ADDITION Blaine, MN 55449 Lake Elmo, Minnesota TEMPORARY IRRIGATION SERVICE NO SCALE 2" CURB STOP AND Box CORPORATION STOP 2' COPPER TYPE K WATERMAIN -Ek TEND IRRIGATION SERwCE a BLOWOUT UNE V ABOVE GRACE h CAP. MARK MTN STEEL FENCE POST k PANT BLUE 7" COPPER TYPE K IJI `(BLDWDUT, TAE x L- CONCRETE RRICk DETAILS 3707 37 j I I I I I I I I I I ----------------------- A ' �+r I JV � oIa ❑ I I V I I I I I I I i I I 1 I 1 I ! FET iT2 I SHEE T j SH9g T T4 �- ----------- ---------- 141 14- T _ 1 LLL LLLLLLIJJJ1111111 r -- I� r. TYPICAL RIGHT n_ TRN LANE SECTION NOT TO SCALE 1' WET BOUND EAST BOUND EAST BOUND A99� EKIaI. ThnY Lona BAIL 111" Lana Right Tum lune Bit. Shld- . ROADWAY ROADWAY SLOPI VARIES 2.0z SLOpE 0_1A 1 SAWCUT/MILL LINE III _TURN LANE NOTES I. ALL. GRACES ARE TO FINISHED PAVEMENT UNLESS OTHERVASE NOTED. 2, GOVERNING SPECIFICATIONS SHALL BE THE LATEST EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION 'STANDARD SPECIFICATIONS FOR CONSTRUCTION' 3. ALL TEMPORARY TRAFFIC CONTROL DEVICES AND ALL PERMANENT SIGNING do MARKINGS SHALL CONI TO THE MMUTCD• INCLUDINC 'FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS, 2014' 4, CONTRACTOR SHALL NOTIFY THE CITY OF LAKE ELMO AND SUBMIT A TRAFFIC CONTROL PLAN FOR APPROVAL PRIOR TO PERFORMING ANY WORK MTHIN THE BI CHT -OF -WAY. 5. CONTRACTOR SHALL REI4DVE ALL CONFLICTING PAVDAE4T MARKINGS. E. CONTRACTOR SHALL CDORDINATE WORK AROUND AND RELOCATION OF SHALL _M"'4' OF TOPSOIL.SEED UTILITIES PAVEMENT SECTION & MULCH REMAINING (PER MN/LOT 2360) DISTURBED AREA 1,5'-MnDOT 2360 TYPE SP. BIT. WEARING COURSE •MAXqus YATESIIZZEAA. TRAFFIC LEVEL 2, ASPHALT GRADE B BITUM'2'-MnDOT 2W TYPE SP BIT. NON -WEARING COLRSE MAX AGGREGATE SIZE B. TRAFFIC LEVEL Z. ASPHALT GRADE B •G'-ACGRAGATE BASE. GL. 8 IOGx CRUSHED AGGRACATE (SPEC 3138) 12' -SELECT GRANULAR BORROW iSPEC J149.281 .SUBGRADE TESTED AND APPROVED IN ALCOR CE WITH CITY STANDARD SPECS CCx�� 1 itan Pheasant RYdge I7r 1111 1 hemby certify that mIs plan, sp—cation Pnnr Name. 6dan S. Krystanalt, P.6. Drawn: llD Revisions. • environmental Rlalny, RTN 55449 r IePar was prepan'tl by me or und' my 1. 7l�e)17 updates Cluhhovse ❑Meway •enDlneedny Phone: (7431499-79an dlrect sup—Islon and that I am adult' sl9nxwre ,—,/�_/! ❑.eslgneo' a!K McCain serveying Fax (763j 469-7959 Utensad Pmtessional En9ineee "I" yyww,aarlwnmeealn,cpm the Naws oT tho State or Nmnesota Date. il36/ti Ucensea 25063 Dace 5!36/17 �4y] n SIGNING k STRIPING NOTES I. ALL SIGNS MUST MEET MMUTCD. 2, ALL SIGN SHIC MING TO BE TYPE n( DIAMOND GRADE (OG3). 3. SIGN POSTS TO BE GREEN pCwDEREO PAINIED GALVANIZED METAL 3-0 LBS/Fr. 4. STREET SIGN POSTS TO 13E 12' TUBULAR POST WITH 0.OB0' WALL THICKNESS, 5, DEVELOPER TO FURNISH AND INSTALL STREET SIGNS PER CITY STANDARCS- G. POLY PFUX)RMET PAVEMENT MATERIAL SHALL BE USED FOR ALL PAVEMENT 'S'YMBOLS. T. EPDXY RESIN AND DROP -SIN GLASS BEAUS FOR PAVEMEKT MARKINGS SHALL MELT THE REOWRELENTS OF MnDOT 'SPEC19CARGNS FOR CONSTRUCTION, 2014 EDITORS' H.C. Golf Course Development, LLC. THE ROYAL,. GOLF CLUB AT 11074 Radisson Rd NE, LAKE ELMO - IST ADDITION Blaine, MN 55449 Lake Elmo, Minnesota N 0 DD Ino 200 (IN FTTT) TURN LANE INDEX ITf G! 5 Lill IAMIIAI4 CWPPCm vcP>,Css �rylAtaml;3 vtF1R trxmg, w�vT v.'_ sa.rAaPoa 9• CLR45 I,Lk-i;V�R 9vse 9AI E MiES�Z9 Allo MPev,tib N .LCL: fiNCf rH un gmM sP_n T_ Z' 2 D M 1�9n:YYFVS nW15 ti1W1 V4K pONfREAE K] xPY3 u AU. sTT?I NTFSST,ch6 n c.tw3-SailPE Ia IWNUYN Pp�TNF :aPINVEL P�.aY FapN 3 PN L !W==I 1NAL S.WKE 1NRCMGWUF .EYGiH a IRR.. BICYCLE-?EIDESTRIAN PATH MARCH xtlt7 �I'••x! CITY OF LAKE ELMO, 1.Ym6f l � oIa ❑ I I V I I I I I I I i I I 1 I 1 I ! FET iT2 I SHEE T j SH9g T T4 �- ----------- ---------- 141 14- T _ 1 LLL LLLLLLIJJJ1111111 r -- I� r. TYPICAL RIGHT n_ TRN LANE SECTION NOT TO SCALE 1' WET BOUND EAST BOUND EAST BOUND A99� EKIaI. ThnY Lona BAIL 111" Lana Right Tum lune Bit. Shld- . ROADWAY ROADWAY SLOPI VARIES 2.0z SLOpE 0_1A 1 SAWCUT/MILL LINE III _TURN LANE NOTES I. ALL. GRACES ARE TO FINISHED PAVEMENT UNLESS OTHERVASE NOTED. 2, GOVERNING SPECIFICATIONS SHALL BE THE LATEST EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION 'STANDARD SPECIFICATIONS FOR CONSTRUCTION' 3. ALL TEMPORARY TRAFFIC CONTROL DEVICES AND ALL PERMANENT SIGNING do MARKINGS SHALL CONI TO THE MMUTCD• INCLUDINC 'FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS, 2014' 4, CONTRACTOR SHALL NOTIFY THE CITY OF LAKE ELMO AND SUBMIT A TRAFFIC CONTROL PLAN FOR APPROVAL PRIOR TO PERFORMING ANY WORK MTHIN THE BI CHT -OF -WAY. 5. CONTRACTOR SHALL REI4DVE ALL CONFLICTING PAVDAE4T MARKINGS. E. CONTRACTOR SHALL CDORDINATE WORK AROUND AND RELOCATION OF SHALL _M"'4' OF TOPSOIL.SEED UTILITIES PAVEMENT SECTION & MULCH REMAINING (PER MN/LOT 2360) DISTURBED AREA 1,5'-MnDOT 2360 TYPE SP. BIT. WEARING COURSE •MAXqus YATESIIZZEAA. TRAFFIC LEVEL 2, ASPHALT GRADE B BITUM'2'-MnDOT 2W TYPE SP BIT. NON -WEARING COLRSE MAX AGGREGATE SIZE B. TRAFFIC LEVEL Z. ASPHALT GRADE B •G'-ACGRAGATE BASE. GL. 8 IOGx CRUSHED AGGRACATE (SPEC 3138) 12' -SELECT GRANULAR BORROW iSPEC J149.281 .SUBGRADE TESTED AND APPROVED IN ALCOR CE WITH CITY STANDARD SPECS CCx�� 1 itan Pheasant RYdge I7r 1111 1 hemby certify that mIs plan, sp—cation Pnnr Name. 6dan S. Krystanalt, P.6. Drawn: llD Revisions. • environmental Rlalny, RTN 55449 r IePar was prepan'tl by me or und' my 1. 7l�e)17 updates Cluhhovse ❑Meway •enDlneedny Phone: (7431499-79an dlrect sup—Islon and that I am adult' sl9nxwre ,—,/�_/! ❑.eslgneo' a!K McCain serveying Fax (763j 469-7959 Utensad Pmtessional En9ineee "I" yyww,aarlwnmeealn,cpm the Naws oT tho State or Nmnesota Date. il36/ti Ucensea 25063 Dace 5!36/17 �4y] n SIGNING k STRIPING NOTES I. ALL SIGNS MUST MEET MMUTCD. 2, ALL SIGN SHIC MING TO BE TYPE n( DIAMOND GRADE (OG3). 3. SIGN POSTS TO BE GREEN pCwDEREO PAINIED GALVANIZED METAL 3-0 LBS/Fr. 4. STREET SIGN POSTS TO 13E 12' TUBULAR POST WITH 0.OB0' WALL THICKNESS, 5, DEVELOPER TO FURNISH AND INSTALL STREET SIGNS PER CITY STANDARCS- G. POLY PFUX)RMET PAVEMENT MATERIAL SHALL BE USED FOR ALL PAVEMENT 'S'YMBOLS. T. EPDXY RESIN AND DROP -SIN GLASS BEAUS FOR PAVEMEKT MARKINGS SHALL MELT THE REOWRELENTS OF MnDOT 'SPEC19CARGNS FOR CONSTRUCTION, 2014 EDITORS' H.C. Golf Course Development, LLC. THE ROYAL,. GOLF CLUB AT 11074 Radisson Rd NE, LAKE ELMO - IST ADDITION Blaine, MN 55449 Lake Elmo, Minnesota N 0 DD Ino 200 (IN FTTT) TURN LANE INDEX ITf G! REMOVALS LEGEND 1 EXISTING REMOVALS R/W FErk R/W 1 E7ASTING Ex. RINMINOUS EDGE R, -M I f ! PROPERTY UNE — — — r 'SAWWT 64STING .i�w-2 'I!. ." �W55�t jI�L - % Yw-�;I y SPLVAQ UMdLcTalloSE-I=CLWOCA-aTE,. --''-Ja;M,cT' _ - I EASEMW UNE ------ R8 LINE c_---� EETFBINMIWEDGE WSAWCUT - -A -'- MAX BTUMINOUS -- ----------- V ?r A t _- " GRAM EFT- S CONCRETE _ Lew_ V r _ �0`_ _ •y % SANITARY SEWER --->-_ >- - - _ PROB.OSEII - _ ------F'4, STINUM SEWER WATER MAIN --_ I- _ OVERHEAD UTILITY — we UNDERGROUND TELEPHONE- ne nnn Ra aasr _ j { _ UNDERGROUND ETeERDPnc — J -TL UNDERGROUND CASw- ` 5° M W S P ' REL0C7kTEf.U�ifOF$CAIXI}! "`�._, i -RILOGAyIF Sl[xt STORM CATCH BASIN LJ EX, BINMIF)OUS ECCE mc. Deas - - _ ELECTRICIL.;'OORQINAI • Y..- _+ r _ r - SIGN X WITH xCEL_. �- iI i 97 HYDRANT ato Ola, _ I "INATE N7TK i TO sic", ml. I I -9ie" I CAIS VALVE C0 ,et ,a' TaID,e , ioebo COORDINATE WTH %CEL TO -- - - i �HOLDAOWER POWER PCLES II916 .�{r RE VE Q oVSPOE of HOLD/LCWER POWER POLES - - I IREjAOi'E 'EwCE snNG i ,;Lal O! i TELEPHONEBOX '-7 d E7asr BITUWNous TYP I --- '"t - _ \"-t\`. j ,,l rll 1I7R1AN sl"x+, C Jn? uv;r r1 r �.°�t1,I Cl I', GRAVEL EDGE "A TRC I9W f / y � - � \ l� � v l yli i E� + 1RCr „59 y�d` i � I I ', I• L V I I I STRIPING ,xn ,bear 661,tlyja • j / \ �'\i 0 I `} Imtl rwl 'IRP I,sI a % f I ,rj ID' CONTOUR EASEwI� T 2' CGNTauR WETLAND UNE tea' !sr"ioav SPOT ELEVATION _ --� SIGN TREE {i YlJ3Il O VALB.J i lJr2l • / ---I �, � t` �I -' i�# '"P ,, A�r+�T i / /. f 1 �/ f j I(��, j SOIL SDRING 0 r SS �E LEGEND Ex. BITUMINOUS EDGE EXISTWIC R/W SOL `='T WHITE ATtROW EXISTING PROPOSED PROPERTY UNE — {TYP) PLACEMENT ENO B -STYLE CURE k EASEMENT UNE - sAWW OVSSTING --- - ------ BITUMINOUS EDGE CTw)TRAFFIC ENGkNEERINGT I (Xl'TIER W/Y lAAN413pdy 1717 , CURB LINE .w - __'� �MMAN AL J ? s 1 z.r a - s .. ?31 _� — yAIATCH EIgST EDGE Qr w ________ MATCH EXIST. fi RELCGA 5PEEp LIMIT �`M �p ' —a"' _______._� ti WTIITE UND ri SIGN {S VIAL p) I END BITUMINOUS —_ - -- '' ' Imo___________- YMnI LINE D V TE UNEq -� •• ��' Q `, GRAVEL ---' - -- �•"„'" T - �,� i SANITANYY SEWER .w.�l C -- - - - --- --`-- -- --'--- 1 z' iRU 1:NEE y + q> STORM SEWER -- »— -.�»— _ RIGHT TURN L/M$ J �,--- 1` WATER MAIN _- -- MATCH E�L �.— •` --- A — I-EIT. ,3r � ,. _ —.. ..—�€OF PwT OVERHEAD LtUTYLE - -1 R r. &T _ _. -.. .. - - q ` UNDERGROUND TELEPHONE - f j_ ATGH E%IST - R '1M+I N UC - -_ - _ _ _ I ,,,_--- UNDERGROUND FIDEROPIIC E rPt 10692 IRC 1o65a UNDERGROUND GAS h ERGs OF P1MT BITUMINOUS rtP' R,G 1Pe5], me Gees - I Ex.y28 STORM CATCH BASIN 'aaat,d,I t� B, AT. 7RAR- STORM MANHOLE �p mfl RRETAINING WALL I HYDRANT 10mt� LBO. r.RO ,m na0 ,out 10C I ! .- GATE VALVE W JH me , J"-' rvc i` w I 6 n+c „eA I n1EPHCNE sox I 9 1 1L NSGNM I UnuTY POLE `4r 1 mi „x � .aa me nar 9 I FENCE ___________ ENO 8-siYLE CURB a I 4 � „c "]J rx isr `'`�' I I GRAVEL EDGE ---------- CUTTER W/T TRANSITION. TO //�•��.7 ^ I +�P MATCH LAST. EDGE OF PVMT I I "' AJ / 't STPoRNG EDC 1POJTaax I y 1 654 EDPy ,u 1 I 1 lO' CONTOUR — — _- 1an lcaae ,.c 1PaI, ; I ,au EDC I,eI �/y /, - i 1 1 ., 2• CONTOUR - - d �✓ S'�/ SIL WETLAND UNE — mo'I'EM34a'e r�EXISTIN 3 GAS EAlEu. T I I p;p 0.0 SPOT ELEVATION R,C rPeTx 1..� i 3 ,1 �FU:YNNNGIW LL SIGN v T+ TH SITE �/Sy� UTILITY fT TY1"'7 T d �fVT TREEUNE 3 .0 JJ {, �. {J l ilJ3 11 ' PLAN' J..1�11 / SQL BCPoNC 0 4 i GRADGING LEGEND EXISTING PROPOSED PROPERTY LNE — 5 EASEMENT UNE _' _----_ CURB UNE " ^ LBRUWNOUS I 4 __ I r=��-9—'S ,q t~} CONCRETE L '1[ Iii I� _ ___---___- __ it P MAX �_ I SANITARY S�WLR ---_- �---------------ETH ,. = -� _____ ____-_ a STORM SEWER --»-- —»— ----- �}� _ WATER MAIN -- -- OVERHEAD UTILITY , - -------- STORM CATCH eA9N . =7- — _ _ y� _ STORM MANHOLE r OUTLET CONTROL STRUCTURE O N 0 25 rrD Toa ( IN FEET ) BENCHMARKS 1. TOP NUT HYDRANT APPRO)aMA7ELY 218 FT. NORTH OF THE SOUTHWEST CORNER OF THE PROPERTY. ELEVATION: 926.99 (NAVD 88) +20 0+00 0+ +40 2. TOP NUT HYDRANT APPRCf6MATELY MANHOLE O EOR NORTH OF THE SOUTHWEST w HYDRANT CICORNER OF THE PRCFENTY. •\ _ _ OeSs ram _ _ I _ _ _- GATE VALVE ua ELEVATION: 927.76 (MAYO BB) TELEVISION BOX ..-.- � TELEPHONE Box 9 UTILITY POLE RETAINING WALL CALL YOU DIO , me laid tDIW,i a>c lceso - _ _ \"mm '� r IL 9163 I ( FENCE - + CQNJMR - _er. r 1 7 I' X11 1 2' CONTOUR ti J ♦ ,� - _ --- __-_ -t6 �-` _ - `.� J\ � \ +4� irsTn *4�� r ! ,y.I ',i�rbc FEMA ft006 PLAIN n L C 1dpJkM.Se. , �iRC Ms a `t524,, ��- • / mo4°'1° I 29+00 \ 1 ♦ N;IS,sJ 1 ' 1 c�>„ \ m� e • A I,"� i / I WETLAND UNE--- _— poc D SPOT ELEVATICN E.o.F E EMERGENCY obFRFLOW M♦ . yi 51GN SCHEDULE SIGN SIGN NO, SIZE UAN-nTY Know wh6t's below. ' . . I+ -!,P -1-,ice-1Y�'j.l.. .,. ..,. .. . .... AAAA.... .. 925 RIGHT (p� ruRN 87-111 30' X '� I Call before you dig. :awz 925 .......... .. TREE FENCE ., .. AAAA .. EASING AAAA,.... .......... 920 TURN LANE CLUBHOUSE DRIVEWAY i cry(wND 920 .......... 915 .. ... ..... AAAA. R 1 -� I I �,�__ -Y — 915 ..'910 .................,....,... v { ... ,'AAAA. -;, .....i.3 ..... ......... _ ........ . 910 30+0(9+ 0+20 1 0 2 In 40 AAAA 925 ...........9... 25 AAAA ......... ....-..-..-..P..-.. .-AAAA.. . .. 920 9.2.0..... ._.. _..., .. AAAA... 915 i i {AAAA-I.••-.-IIH..... 915 .......... 910 .........AAAA.. ......a--1... , T H .•......_ 910 31+0(9+40 0+20 1 0 ;0+20 111 0440 j PROPOSED -......... AAAA-. .............. siva ..� ,Y��rl „ MM'+pt. 7UM AAAA. ...,.. R. WALL ......... 925 925 .. _AAAA ... 920 AAAA.. ..-. ,AAAA AAAA---.. •i-- -" s ' y I 1.. ... I.... -1i1 ... .� -- '* i i n I... .,........ 920 915 —;......._. — I,.... PROf�OSfD I PROPOSE 915 AAAA. .. .. ... ........, .i... I'"' ...... ftdFr... ..... 910a I l r I 11 1 1 " 111 '10+201111 910 3 2+ 0i9+40 0+20 0 - 0440 AAAA - AAAA. _ .. AAAA 1-slus .. _AAAA .. , F .TFaW! , r Ir-- 1+--rr - PROP '-4k:1 , . 4k: 1 11Y 711RA . _RET- a"° SED ALL _ ......... . 925 1...925... AAAA...... 920 ............... _ ... .. .. ..V. .. _ —_,--T # J,y J IU AAAA -' ... 920 ...... .... — ................. ... ... .. AAAA .. ........... 915 ry..... ;�. 1.....1 PrICPO5tla TRAIL 915 910 ................• ... e ..... ; A i;i ......... _...•.... 910 33+0(9+40 0+20 1 0 .10+20".11. 40 AAAA.. .. 925 AAAA .... ............ .... ;' ,g .... na m4 ....— .......... AAAA ...._..._.............. >... 1.....,.,...1;1..... 425 920-AA AAAA -AAAA ..925 . 920 ......- .. 915 .....,,...i .....,.._..i.... IIi I ? III .. ., AAAA. PROPOSED AAAA.. _... 915 910 R IH u 910 34+0(9+ 0+20 ; i 2 ; r1 0 40 ................ .......... .... 1_-i`pi�j H._.. ......... .......... 925 1 I ; 1 1 11 925 .......... 920 ...................... .. .:AAAA .....{._... 1' u.... ......... .......... 920 ...._.... .n�__._.� _...''..'.... " ..... ..... ' iir4L,Y AAAA. .. --,.,AAAA. 9..1..5 .915 ......... .... .. ....... .. .. �t 910 ��. ' ' I RfW i it � 1'�2p•. N 0 25 rrD Toa ( IN FEET ) BENCHMARKS 1. TOP NUT HYDRANT APPRO)aMA7ELY 218 FT. NORTH OF THE SOUTHWEST CORNER OF THE PROPERTY. ELEVATION: 926.99 (NAVD 88) +20 0+00 0+ +40 2. TOP NUT HYDRANT APPRCf6MATELY MANHOLE O EOR NORTH OF THE SOUTHWEST w HYDRANT CICORNER OF THE PRCFENTY. •\ _ _ OeSs ram _ _ I _ _ _- GATE VALVE ua ELEVATION: 927.76 (MAYO BB) TELEVISION BOX ..-.- � TELEPHONE Box 9 UTILITY POLE RETAINING WALL CALL YOU DIO , me laid tDIW,i a>c lceso - _ _ \"mm '� r IL 9163 I ( FENCE - + CQNJMR - _er. r 1 7 I' X11 1 2' CONTOUR ti J ♦ ,� - _ --- __-_ -t6 �-` _ - `.� J\ � \ +4� irsTn *4�� r ! ,y.I ',i�rbc FEMA ft006 PLAIN n L C 1dpJkM.Se. , �iRC Ms a `t524,, ��- • / mo4°'1° I � i - - • __ ._ \ 1 ♦ N;IS,sJ 1 ' 1 c�>„ \ m� e • A I,"� i / t I . II I 1 ,I , ! 19i WETLAND UNE--- _— poc D SPOT ELEVATICN E.o.F E EMERGENCY obFRFLOW M♦ . yi 51GN SCHEDULE SIGN SIGN NO, SIZE UAN-nTY Know wh6t's below. ' TREETINE `�-h-h f 901E BORENG $ � . . �I I91 1,u; :' •I I ' I FEN pD0.p (STANDARD D31' -LT /2001 RIGHT (p� ruRN 87-111 30' X '� I Call before you dig. :awz ' �� L /� 1 y PRntNamb: &anJ.kyslupaA,P.p. 9r nE•porc was P2Pared e m 0 and ,rV9riwasPrsared p or Y r y u0 super'fessnan9Matlauatluly 519na�re- � 2 dl-tl,med PmreilonantEhatI r aIftider % the lays or The SlateIWnnasote Dale' aX 5117 Lrantaa 25063 TREE FENCE ., .. AAAA LANE a «o w. q ['6RADING PLA.1Va- } I } ` _�y1 'r 9 1 +' M t •I I Ij i j l l I !I • TREETINE `�-h-h f 901E BORENG $ ad Ctiine to Qleflly L.Hl O. Thi/ SCE -C was t4d "Standard ytlldNfnp! dr Cl/ASCE }9 -CZ. Illf.d 'SLandN4 CukNYv� ru, flue ColIsm: ton and neolcUm of Existing Suewrh oo UtTlty Dolt. ' ,,, r• 1 ,_ i%) f�s . BnvlrOnnTentdl nliGcal� I 9ineenn4 .surv0ying .Va.s}pa11-bwTd¢11- nal- wn"ncenOwmiVV^.«.-1t. nw„aewrtw,b� �H9pPheasant4ldgeprklpG 6lalne NN st PHune; (750)9-795900 Fax: (7(3)489-7959 www.carlscnlnccaln.ccm _ Mne.m.q y PRntNamb: &anJ.kyslupaA,P.p. 9r nE•porc was P2Pared e m 0 and ,rV9riwasPrsared p or Y r y u0 super'fessnan9Matlauatluly 519na�re- � 2 dl-tl,med PmreilonantEhatI r aIftider % the lays or The SlateIWnnasote Dale' aX 5117 Lrantaa 25063 D MIO Dasl netl BJK e Me. 5126•/17 ;is1,w7726n1 t.znErT7uPdaredcwnhv�ta0.lvawar H.C.Golf Course Development, LLC N P / 11074 Radisson Rd NE, Blaine, MN 55449 - THE ROYAL GOLF CLUB AT LAKE ELMO - IST AbDITION Lake Elmo, Minnesota TURN LANE CLUBHOUSE DRIVEWAY T2 of 4 I REMVOALS LEGEND EX1SRNG REMOVALS PROPERTY L1R�VII �/�W 1 f LJ-— x - - 1 E1GSnNG R 1 `A y y l - _ r� 1� --- ---- EASEMENT RB u� ------ �� SAWCUF SAMC BITUMINOUS----------- L====] )r --"Tu BITUMINOUS EDGE 1—p t� \� L17 EXISTNGL--� — — — — 20TH STfiEGT ��. _ BNUWNDUS�EEIGE t•1 `- _ C __ - _-�._ _ GRAVEL-- NCRETE - - -' - ° SANITARY SEWER ---> ->] STORY SEWER - -»— WATER MAIN -__- - OVERHEAD UTILITY UNDERGROUND TELEPHONE %---- a �" FlBIND AS— ,RG I --- STORM UNU�ptDuxO GAS- PROPOSEO'R/W - \\\�.. �� , I,- `.��a a' :1r + �.� ,- STORM CATCH BASIN -' \ ,_ rna,Gera - COORDINATE WITH XCEL TO �''� - \ COORtlINFTE W1TH %CEl'TU ^ l I"' „rc ,z� I r z ' (! RELOCATE�POW A P0.LE T HYDRANT � h HCLO/LOWER POWER POLES.._ _ �, H1CYA/LO1WEit POWER PALES 'r } 2Go wrr�•�� ( A r-'�. .� ! 'r{. !', f f CATE VALVE PC IPc �rae+c ' - - \ ,ac rueeo - ' 1 1 f w..+4....... • • 1 n r ( f ..,/ / TELEPHONE BOX ri _ 1 _ , 1, r / UTILITYPOLEN- v CNA VEL EDGE STRIPING 10` CANTWR 1.21 ., (; 2, OoNTDU - l I y 1, ` � J �� z\' � •, wErurrD UNE — �' SPOT ELEVATIONSON .t ,•^C.._.-. see AQ �,REE REMQ ALS PLAN = SOL aaRlnc y� , VIA S" LEGEND I SOLID WHITE ARROW, EXISi1NG --PROPOSEO- PROPERTY UNE — (TYP) PLACEMENT EASEMENT L1NC - E%1STINC R/W SHALL BE PER MNDOT CURB UNE - - - - - - "— TRAFFICMANUAL ENGINEERING END 4" SOLID SURMOLNYTABtE CURB R r�/y�EL pthnG MANUAL ; YMHITE LINE [II TRANSITION TO 0 20 i STREET N -�- YA I E UST. EDGE DE PVWT BINCRAV 9 -------- EX. BITUMINOUS F`CEVIkTE LINED l CRAYEL —. YATCH EA1ST. 4" /,! w \\ CONCRETE SOLD WHI1E LINE __ SANITAAY SEWER --_>--->- ^>- -- -- arSTORM SEWER ae+a'a-aewoa - 2a.m '0f°° 12' THRU LANE ,Loo ex.ei a �I w4" e'} A WATER MAfN--.-__)- —I— MFTCH EX1SF. 12' RIGHT TURK LANE -__ 1______ OVERHEAD UTILITY — +- EDGE OF PLAIT _. - - - - -- - - ; � - - - - � s"�y MATCH PVa N ROUND TELEPHONE - i ------` jr-'--------- �]O'R EDCE OF PVM7 UBERGW UNDERGROUND FTBEROPTIC- - TR.AA, ]0 R I UNDERGROUND GAS - — W - PROPOSED R/W LEDGE DGES�CH BASIN BITUMINOUS (TyP) ' - - r TpCY m by u .ce a w HYDRANT ISO mrp ,eel INA7L YA1T1 %CEL SD`,2. Z 4 ATE POWER POLE GATE VALVE DQ N C(%>RDIHATE WITH %CEL 70 � 4 TELEPHONE BOX 'o'� POLE Hp100/LDWET; POWER POLES DDDRi ATE WITH XCEL TOme ,ae?RT HGLDJLOWER POWER POLES L1 D RETAINING WA UTILITY r FENCE 1 GRAVEL EDGE ----------- ----------- S VsT�P NG 'me,rtc ,eaez. me ,ceel / s J 10' CONTOUR - — c -21me laaeu REFERTO R PLANS RM 1 It 2' CONTOUR - - - - - - - WETLANO UNE —.__— y $POT ELEVATION + W+9 + �� a -� EC. LIKE �- TREELIKE. REEUNE r'r'Yl'YYYY� SITE & UTILITY PLAN ,,r , - SOIL BORING LEGEND TH PROPERTY LINE EXISTING PROPOSED ------ S EA6LTHENr UNE - II S I I 1 +\ I l I CURB LINE ------ ♦ -..-- turu LRNOUS E J. CONCRETE — SANITARY SEWER NR20TH STFTT N --\ WATER O -------- ----`-_"_`--------------SIDE SLP --- e BASIN R OVERHEAD UTUTY STORM ^ ____-____r ' OLE "" 9i.S OUTLET coNTROL STRUCTURE _ _ N 0 ZS W TOG ( IN FEET ) BENCHMARKS 1 TCP NUT HYDRANT APPROXIMATELY 2t8 FT. NORTH OF THE SOUTHWEST CORNER OF THE PROPERTY. ELEVATION: 928.99 (NAVD a8) — _ >> — l _ MMATELY MANHOLE O (}.} a+ + + 145 FT NORHYDTH or OSOUTHWEST ~- - — —!"'-- ate. r' " H1'pRANT - � ATE VALVE D4 CORNER OF THE PROPERTY. _ i ELEVA71061: '9.2],76 (NAVG 88) 2 - 2g - . \ \ ' V e;•Y'"'�•.. I Yf TELEVISION BOX h y- S• �j' 1 'O TELEPHONE BOX • 'a ;.-114 + _ - ±4 s,xe,, 1�5'/ ' s L- UnuTY POLE ^74LL_ Yf7U E1113 TW94REHINGFE CEvllil; 39.0• -;r .� ' 980 1G' CONTOUR1 2• CONTOUR - ft•� /� , d / 6- r I FEMA Ft GOD PLAIN — w — /O 7f \\ ,.,, lIr - } 1 �� y L _ h 37+00 EXISi1NG' i SIGN SCHEDULE Know whars below. Call before you dig, The s26vfi n utnlLy In Ia�ni..w enc-n.i, tiY.dOa.erdUa ria SIGN SIGN LA0. GROUND91 A TURN R7 -X) RIGHT --- LANE a 30 (ev. -M 1 ...915 ........_. ---- — .�• Dream: IID P-151one: H.C. Golf Course Development, LLC. i TURN LANE T3 I....a ...... ........ 910 91a i i PROPO$Ef) PRwG�o of A ........... > ............ ....::... : . 7.. BADE .... .. 71N�. .......... 9a I e 1 ria ewn une.wp 905 900 ....... ...•.. ... 900 38+0(9+40 0+20 f0 0+20 f 0 915 9i5 iY� f....910 �- .............................. �----- —� 1--- .. .�. 910 �; — 905 { ... .... ; {� i 1;1 ............... TARF m AJL L 905 900900 i i B iii a i 39+0(9+40 0465 0+20,11 I 4() ... . ..... ...... .......................� 1 --We ,Y�---ttw 1-nR,l lFr,�,„�w'._..--........915 _ .. 915 I 9w I L ll l .......... ....................._.. .1... 1.....i.....�ll.... ..... -... .. 1� 91a 910 ; 1 1 ii€ .......... ... ..'.... r ... ..'.....G1 �,Fr. ... ....... 905 I -- 1 iii 905 /00 PROPOSED TRAIL 900 i 1f, iii t 40+0(9+ 0 i74- I li 0+20H'r 0440 Tr 895., y+ ".,.... i 41t r ..7r A —� i .... �... ......... . 895 iL 890 �� i r tii + PROPOSED TRAIL .... >..... ...... ..... .. ...1.... 1 if nl ....>,.., .......... 885" lr 885 BBA......... ;, 11 BBA 41+0(9+40 0+20 1 06,60+21,1 1 1 IU P! 1 1 !1 40 .......... ........ ...... V-k10.Y IY�IY—l^..... ......... ... . . 895 ;..._-....1.,�_.12�I::.. F 895 890'. ,..•......,-. .......... ns — — ... _...... 890 805 UJ .... ..........16...... f i iii . .PRO " 885 8804 880 42+06)+40 0+20 t 0+2010+40 ...>. ........ ...... L-AIQ. ,..ter-_�, ' ..... ......... ... ..... 895 1 ii 895 ... 890 ......,.-- -.. I 1_ 1......3.....x ...... r890 ........ .. .. 885 .......Y.. ........... ...... .... :..: .............. ......... ... _...`s 88VR/Y1 0' I 1 I I N 0 ZS W TOG ( IN FEET ) BENCHMARKS 1 TCP NUT HYDRANT APPROXIMATELY 2t8 FT. NORTH OF THE SOUTHWEST CORNER OF THE PROPERTY. ELEVATION: 928.99 (NAVD a8) — _ >> — l _ MMATELY MANHOLE O (}.} a+ + + 145 FT NORHYDTH or OSOUTHWEST ~- - — —!"'-- ate. r' " H1'pRANT - � ATE VALVE D4 CORNER OF THE PROPERTY. _ i ELEVA71061: '9.2],76 (NAVG 88) 2 - 2g - . \ \ ' V e;•Y'"'�•.. I Yf TELEVISION BOX h y- S• �j' 1 'O TELEPHONE BOX • 'a ;.-114 + _ - ±4 s,xe,, 1�5'/ ' s L- UnuTY POLE ^74LL_ Yf7U E1113 TW94REHINGFE CEvllil; 39.0• -;r .� ' 980 1G' CONTOUR1 2• CONTOUR - ft•� /� , d / 6- r I FEMA Ft GOD PLAIN — w — /O 7f \\ ,.,, lIr - } 1 �� y L _ h ` ' wr rj j,� y i jj /} V y I ` / �\ •, e - WE1T-END LINE ---- wD SPOT ELEVATION =- : - EMERGENCY DVERELGW « ooy� C� " (STANDARD t7TLL 1%91 • + . e . • - TREE FENCE • • • • • • - SIGN SCHEDULE Know whars below. Call before you dig, The s26vfi n utnlLy In Ia�ni..w enc-n.i, tiY.dOa.erdUa ria SIGN SIGN LA0. SIZE U A TURN R7 -X) RIGHT --- LANE a 30 (ev. -M 1 ,�]� �'"� r { I� �- ' Y 'nx TREEIINE �l._� h J thll21d:h.a of p/ASLiE ]6-02, mtSUeq 'Stmdard Ctltalhw formath. DoilacUon and Depletion of ExhtN9 S beu rac+ Utility / -RA l f ! f►I, /-+L� , GRADING �4 SOL BCR4NC � L '�_� •,^-'tit. � I` 1 � , 1 1 � ] , 1 ; ,./ � ; _ ✓� , TH 3890 Pheasant Ridge Dr p 100 I hereby certify that this plan, spedficatian Print Name: Brian 2. X,ysoflak, P.E. Dream: IID P-151one: H.C. Golf Course Development, LLC. THE ROYAL, GOLF CLUB AT TURN LANE T3 ental jM SO.[In1 I .engineering Blalne, MN 55444 Phone: (763)489-79DD or report was prepared :y me or under my dlrettsupeVlso-nandthattamaduy S'gr'ture'ye � Denpnea BlX 11074 Radisson Rd NE, LAKE ELMO - 1ST ADDITION ANNIKA AVENUE of A "sMrvey,ng Fax` (763)489.7959 www.carlsnnmccaln— �2 licensed ProfessionalEn4lneerunder the laws of the State ofl-trresata Date. S26f1> UOGnse=: Y5063 Date: 5126127 Blaine,. MIN 55449 Lake Elmo, Minnesota `t xoR6nfr- %�wnenw.r,msrm.emrerM+,.sm.rra p"m,rn.wrn+y ria ewn une.wp 1 Erxsnric R/w I` _ EX. BSnIMkNOUS EDGE- ' _.. - _.- t—--------------- 77 77 PROPOSED R/VI �. 4 1 � I \\� , r iM STRUCTURE I I JE)GSnNG R/W MATCH EXIST. 4"- $0LI6 WHITE LINE --- EX. BITUMINOUS EDGE ---------------------------- ---- • / '=" I•- SAWOJT EXISTING BITUMINOUS EDGE (TYR) f 2M ST .— _J__ Asxv� a Rf]i alE SIGN 1 I r 1 REMOVE a 01 M OF f EF Nr" f ;L bdsr D�TUWNOUS (TYR)rxmmG , TRUCTURE .. E711$11NG TIXW ' 1TRL)ONRE'( ;E14A!($E`D`)'� f ,,Stnci. _ ..fir` �. I I ,, }yES69i➢NI�, R/W -.REMO VALS PLAN Tt'• l COORDINATE WJH( XCEL TO ._PNGTECT,E1dS31NG �1SaD SLgPEs � 1�•6 ��h �4 l � l 9 � 1 yA H=/RAISE POWER. POLE V. '5EWER PEPS \ I 1 4 E I COOROINp ni XtEL TO ! HOLD/RAISE POWER POLE - PROPbSEOI R/'�14,, I ' / PRO;ECPfsn�NG� �, l s<GRw �I t � 1 1 }• 1 I 1� � 1 1 12` THRU t GRT TURN L PROPOSED R/W]o�-_ i `COCRIOIINNA7E WITrmL, CEL TO `PROTECT EASNNGJ ----- HOLD/RAISE POWER POLE STORM SEWER PPE 31 PROTECT E]DSDNG STORM STRUCTURE fQ 240 KEEP STRUCTURE AT _ /e E)5STING GRADE REOURED STOPPING DISTANCE FOR 4S"PH ROAD DESIGN Ile l.� y I PROPOSED R/W- I f IY PROTECT EMSTING-- STORM SEWER PIPE T �}ja�.1�D WRITE � 1111. , i r (TXp) PLACE FNT ALL BE PER MNDq'T AMC; ENGINEERIN`1 MANUAL j I END a SOLD I WHITE UNE _ AISE EX!511 G STORM STRUCTURE 'RELOCATE OP ' - I ISIGN (SIILV GED) • I I y G0014oNNATE WITH XCEL TO I J i I I HOLD/RAISE POWER POLE 1 � 1 1 } 1 -_ - ----------- ` 2QM-t STREE= F` f /l _______�_____- ____--.. -____ ---------------------------- ---------------------------- wit -_____-_____.---_____ aJ•VO BEGIN R" SOLID, , WPITC LINE -MATCH E"'20TH EDGE 4P PNtT STREET N4 12` THRU t GRT TURN L PROPOSED R/W]o�-_ i `COCRIOIINNA7E WITrmL, CEL TO `PROTECT EASNNGJ ----- HOLD/RAISE POWER POLE STORM SEWER PPE 31 PROTECT E]DSDNG STORM STRUCTURE fQ 240 KEEP STRUCTURE AT _ /e E)5STING GRADE REOURED STOPPING DISTANCE FOR 4S"PH ROAD DESIGN Ile l.� y I PROPOSED R/W- I f IY PROTECT EMSTING-- STORM SEWER PIPE T �}ja�.1�D WRITE � 1111. , i r (TXp) PLACE FNT ALL BE PER MNDq'T AMC; ENGINEERIN`1 MANUAL j I END a SOLD I WHITE UNE _ AISE EX!511 G STORM STRUCTURE 'RELOCATE OP ' - I ISIGN (SIILV GED) • I I y G0014oNNATE WITH XCEL TO I J i I I HOLD/RAISE POWER POLE 1 � 1 1 } 1 -_ - ----------- ` 2QM-t STREE= F` f /l _______�_____- ____--.. -____ ---------------------------- ---------------------------- wit -_____-_____.---_____ aJ•VO '� , REMOVALS _ INnO aNpp yrpa �}a- ------- -___ EASEMENT LINE - - - - ------"- CURS USE by J 1 'I" E)OSTING i I GROUND SAWLUT --.-,.--- BITUMINOUS - [----- GRAVEL CONCRETE —D— 1 •Tye •I }I 9sO �� I •- (ff f I \ 1 4j iV V I} s UNDERGROUND TELEPHONE •I — u - OND€AGROUND FIBEROPTIC •W LNOERGROUNO GASw- STORM CATCH BASIN I l i. i X r I } I- GATE VALVE CC '� TELEPHONE BOX `-OT ''TW 1 7 I 1 I 1 1111 ____-______ "QQ� GRADING 1 0+20 0440 STRIPING FLAN .. .... .................. '4' CONTOUR 1 .. ............. WETLAND UNE ---- SPOT ELEVATION - 2Z - + C /�-_�� 3890Pheasant Ridge Dr CLOD rhrew a spmartn pi pec,d—, nnnE Na : Bnan xysm prawn: G Re nl.nx [*tirM7 •envlronmenla} fSlaine, MN 55449 or report was prnpared Hy runder my l' ■ re► • . enging6nng Phone: (753) 489-7900 dl -t sup,.IVan and that I a a duty 5'paty oesi9r W- DIK M/� M'i1 su veylM1g Fax 5763) 489-79$9 Ucensed PrafeWM.L Engineer under VVM 1 wwlk.CbA56nmCCaln.[om the la_ar the 50te pFH,n -t. Date. 5/26117 Igoe as 25063 Date S126/17 RE DUALS LEGEND EXISTING REMOVALS PROPERTY UNE: EASEMENT LINE - - - - ------"- CURS USE by J 1 'I" E)OSTING i I GROUND SAWLUT --.-,.--- BITUMINOUS - [----- GRAVEL CONCRETE —D— SANITARY SEWER --->--->- STORM SEWER —I— MAIN-----I— WATER MAN 885 OVERHEAD UTILITY— UNDERGROUND TELEPHONE •I — u - OND€AGROUND FIBEROPTIC •W LNOERGROUNO GASw- STORM CATCH BASIN I l i. SIGN X HYDRANT IN GATE VALVE CC ....i... ........_.. TELEPHONE BOX `-OT UTILITY POLE FENCE ____-______ GRAVEL EDGE - 1 0+20 0440 STRIPING 10' CONTOUR .. .... .................. '4' CONTOUR 1 .. ............. WETLAND UNE ---- SPOT ELEVATION - 2Z - + SIGN TREE 890 ME BORING ............ ......... "�--"�— TIT EXISTING SITE LEGEND EXISTING PROPOSED PROPERTY UNE — — — EASEMETNT UNE --"---- ------"- CURB LINE - - - - - - by J 1 'I" E)OSTING i I GROUND BITUMINOUS ._........ 890 GRAVEL -----_- -- CONCRETE SANITARY SEWER --->--->- —D— STORM SEWER WATER MkN-----I— —I— OVERHEAD UTILITY 885 UNDERGROUND TELEPHONE- UNDERGRCUND FIBEROPTIC— UNDERGROUND GAS - — «- STORM CATCH BASIN STORM MANHOLE I l i. HYDRANT 880 GATT: VALVE oa IN TELPHCNE BOX ....i... ........_.. ,a7 UTILITY POLE a `-OT FETVG,E — • — • — GRAVEL EDGE ----------- ____-______ STRPING 1 0+20 0440 IU' CONTOUR - - Y CONTOUR .. .... .................. WE7LANn UNE ---- 1 .. ............. O SPOT ELEVATION +- . -.•• SIGN + THLELINE SOL BuRiNG 890 .......... 885 ............ ......... "�--"�— GRADING LEGEND EXISTING PROPOSE(] PROPERTY LINE EASEMENT UNE --------- CURB LINE -��--- BITUMINOUS 880 - - CONCRETE CRE SANITARY SEWER --->--->- STORM SEWER--->�->'?i- $75 .............. WATER MAIN-^�--I- OVERHEAD UTILITY ......... STORM STORM MANHOLE GUTLE=T CONTROL STRUCTURE O MANHOLE O HYDRANT --.., 890 GATE VALVE Dd I j'.-10. TELEVISION ESO% TELEPHONE BOX 885 UTILITY POLE --~— RETAINING WALL FENCE - •— •- .......... 880 10' CONTOUR i Z CONTOUR - ......... FEMA FLOW PLAIN —n— WETLAND LINE ---- ......, j.... SPOT ELEVATION .......... EO.F EMERGENCY OVERFLOW � N • i.# SILT FENOGEE (STANDARD OIL ,200T) ADO. + • - TREE FENCE .••••••+ D 1 IR I1) R/W UtXr U't6u UtLAM U76 lM'T r.l SIGN SCHEDULE 43+00 I I r I MMT — ........ 890 ........... =LES' l D.0 by J 1 'I" E)OSTING i I GROUND ......... ._........ 890 LANE ( aAas ar wTc} 885 885 880 1 i,... I l i. —` l 880 875 .................. ..... ....i... ........_.. ......... .. ..,.,... 875 44+019+40 0+20 4,04 1 0+20 0440 ... .. .... .................. 1'-f165.` 1 .. ............. ......... 890 890 .......... 885 ............ ......... "�--"�— ...M_........,t.,...... ..... "~—�� ... 885 880 ``—_ 880 $75 .............. ......... ..I ... I... 875 1 L x 45+0+40 0+20 1 04 1 0+20 0140 --.., 890 .. ...... ................ I j'.-10. 1 1.t )........ _.._. 890 885 --~— — ,. 885 .......... 880 ............ i L.... ...,.,. .... i pROOOSED �� ......... _...pp..(}.,.. 880 ......, j.... I.. ....... .......... 875 875 46+0(9+40 0+20 I 04PO ii 1 0+21[14 0440 ai .......... 890 .... ....-........... y •� Has• r ° 1 -icr ,•_114 gar.Q ...... ... .... .. .... .. .. .. 890 .... .... .. 885 ............. t-1_ ... r.. .. 1., r ` ` l I. J.,�.-Ail. ... �`� .. .. ... .. 885 n 880`-- I ' i lei 880 875 ..............j_... I .,. I ...... ..... a'M...... I { IH I1; ......... .......... 875 47+'0(9+40 0+20 1' 1 i 0+211 0+40 .......... 890 ........ .............`..-. �,� ......i............. 1 _ 11 , ...�.:'...: A~ .., 890 ... _(1.I�.,.,,. ...-_...,..,., .. .. __,.. .i.. .., {-110.5 .. ...i.... .. illi ..... " .. .... .. ... ....... 885 88 r 51' , L_- rv[rl 885' I..... _....1..... ..... . , 880 880... 875 I K I �-iii • 875 48+019+40 0+20 111 0 1 0+2rci0440 I i.( ... 890 .. ...... .. -- .. .............. .-rr•T" r-' .....1..1165 ^ 1 1 Y---L-IY ...... ...... .. _ _— ......... ......... 890 ..... ..... 885; 1ATWRF: ,R In 885 880 I Nr 875r v7K f i Anr 111 UtXr U't6u UtLAM U76 lM'T r.l SIGN SCHEDULE SIGN SIGN SIZE QUANTITY MMT (p� (D "*.J R3 -X1 3D" X 30" I LANE ( aAas ar wTc} TREETJNE WNL BORING iFl H.C. Golf Course Development, LLC, THE ROYAL GOLF CLUB AT 11074 Radisson Pd NE, LAKE ELMO - IST ADDITION Blaine, MN 55449 Lake Elmo, Minnesota 5 SO T ( IN FLEET ) BENCHMARKS 3, TOP NUT HYDRANT APPROXIMATELY 218 FE NORTH OF THE SOUTHWEST CORNER OF THE PROPERTY. ELEVATION' 928.99 (NAVD 88) 2, TOP NUT HYDRANT APPROXIMATELY 1057 FT, NORTH OF THE SOUTHWEST CORNER OF THE PROPERTY. ELEVATION: 923.76 (NAVA 88) CALL BES MCC i Know what's below. Call before you dig. Th. a+b-f- 0i% Inrmn6tt dl9.n thfa Pl.n I. utelly. Cudity Ley" C. ThGe qudlty Level was d.t-1-d 6cE 0,9 t6 the 9MIderHea gr CJ/ASCE 30-02, enOBed "Stmdard Gulddu,e F r Ule Cdlectl.E cnd OepicUnn of E'4'A" Sub -f -e URRY D.F..' TURN LANE Y4 MANNING TRAIL /f°F TI IF, CITY OF LAKE ELMO STAFF REPORT TO: FROM: AGENDA ITEM: REVIEWED BY: BACKGROUND: DATE: August 28, 2017 REGULAR ITEM #: 4b MOTION Planning Commission Emily Becker, City Planner Zoning Map Amendment — Rezoning City Parks Stephen Wensman, Planning Director A number of developments have dedicated City parkland, though these parcels have not yet been properly rezoned to Public and Quasi -Public Open Space. ISSUE BEFORE COUNCIL: The Planning Commission is being asked to hold a public hearing and consider a request by the City of Lake Elmo for a Zoning Map Amendment to rezone parcels that have been dedicated as City parkland. REVIEW/ANALYSIS: Parcels Proposed to be Rezoned. The following PID#s are proposed to be rezoned: PID# Development/Description 33.029.21.11.0005 Inwood 13.029.21.41.0055 Easton Village 13.029.21.31.0018 Parcel north of Reid Park 13.029.21.42.0026 Parcel east of Reid Park 13.029.21.43.0013 Parcel east of Reid Park 01.029.21.13.0004 Sanctuary 34.029.21.31.0085 Savona 34.029.21.42.0096 Savona 12.029.21.33.0052 Village Preserve/Wildflower Park 12.029.21.34.0053 Village Preserve Wildflower Park 13.029.21.23.0029 Lions Park (Parcel with Arts Building Note: The outlot that will be dedicated for parkland for the Boulder Ponds development has not yet been platted and therefore was not included on this list. Planning Commission — Staff Report Meeting date: 812812017 Page 2 Item #4b Consistency with the Comprehensive Plan. The Comprehensive Plan's Land Use Plan does not guide these specific area for Public/Park. The Comprehensive Park and Recreation Plan, however, show areas for Neighborhood Parks, and these parcels are located within these areas. FISCAL IMPACT: None. OPTIONS: The Commission may: 1) Recommend the Council adopt Ord. 08- as presented. 2) Amend Ord. 08- and recommend the Council adopt Ord. 08- as amended. 3) Recommend the Council not adopt Ord. 08-. RECOMMENDATION: Staff recommends the Planning Commission recommend the Council adopt Ord. 08- as presented, approving a Zoning Map Amendment that rezones PID#s 13.029.21.23.0029, 12.029.21.33.0052, 12.029.21.34.0053, 34.029.21.31.0085, 34.029.21.42.0096, 01.029.21.13.0004, 13.029.21.41.0055, 33.029.21.11.0005 to PF — Public and Quasi -Public Open Space. "Move to recommend adoption of Ord 08- approving a Zoning Map Amendment that rezones PID#s 13.029.21.23.0029, 12.029.21.33.0052, 12.029.21.34.0053, 34.029.21.31.0085, 34.029.21.42.0096, 01.029.21.13.0004, 13.029.21.41.0055, 33.029.21.11.0005 to PF—Public and Quasi -Public Open Space." ATTACHMENTS: • Ord. 08- • Zoning Map Exhibit Planning Commission —Staff Report Meeting date: 8/28/2017 Page 2 Lalce Elmo Zoning Map w a O,naaM a.¢sla.vsr.Ytn.��p.•-e �..rtt ua�va An.w �vn�u n:e�:: IC(6pY➢ld� 4muYt wu. wo•.. LAKE ELNIO II Il t II1 „I �• pr.m�� Od+� p.�. a..: � �� -- [-l.*-•:�+ Item k4b CITY OF LAKE ELMO COUNTY OF WASHINGTON STATE OF MINNESOTA ORDINANCE NO. 08 - AN ORDINANCE TO AMEND THE LAKE ELMO CITY CODE BY AMENDING THE OFFICIAL ZONING MAP OF THE CITY OF LAKE ELMO The City Council of the City of Lake Elmo ordains that Lake Elmo City Code, Section 154.032 Zoning District Map, of the Municipal Code, shall be amended by adding Ordinance No. 08-_, as follows: Section 1: Zoning Map Amendment. The following property, PID# 33.029.029.21.11.0005 is hereby rezoned from LDR-PUD — Urban Low Density Residential -Planned Unit Development to PF- Public and Quasi -Public Open Space: Outlot L, Inwood Section 2: Zoning Map Amendment. The following property, PID# 13.029.21.41.0055 is hereby rezoned from LDR — Urban Low Density Residential to PF - Public and Quasi -Public Open Space: Outlot D, Easton Village Section 3: Zoning Map Amendment. The following property, PID# 01.029.21.13.0004 is hereby rezoned from RR — Rural Residential to PF- Public and Quasi -Public Open Space: Outlot D, St. Croix's Sanctuary Section 4: Zoning Map Amendment. The following property, PID# 34.029.21.31.0085 is hereby rezoned from LDR — Urban Low Density Residential to PF - Public and Quasi -Public Open Space: Outlot D, Savona 4t' Addition Section 5: Zoning Map Amendment. The following property, PID# 34.029.21.42.0096 is hereby rezoned from LDR — Urban Low Density Residential to PF - Public and Quasi -Public Open Space: Outlot A, Savona 3rd Addition Section 6: Zoning Map Amendment. The following property, PID# 12.029.21.33.0052 is hereby rezoned from LDR — Urban Low Density Residential to PF - Public and Quasi -Public Open Space: Outlot E, Village Preserve Section 7: Zoning Map Amendment. The following property, PID# 12.029.21.34.0053 is hereby rezoned from MDR -PUD — Urban Medium Density — Planned Unit Development to PF- Public and Quasi -Public Open Space: Outlot K, Wildflower at Lake Elmo Section 8: Zoning Map Amendment. The following property, PID# 13.029.21.23.0029 is hereby rezoned from RS - Rural Single Family PF- Public and Quasi -Public Open Space: Lots 1 to 4, Colverdale Addition Section 9: The City Council of the City of Lake Elmo also hereby ordains that the Zoning Administrator shall make the applicable changes to the official zoning map of the City of Lake Elmo. Section 10: Effective Date. This ordinance shall become effective immediately upon adoption and publication in the official newspaper of the City of Lake Elmo. This Ordinance No. 08-_ was adopted on this day of _ 2017, by a vote of Ayes and _ Nays. Mike Pearson, Mayor ATTEST: Julie Johnson, City Clerk