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CAS-12_2017-12 REZ, SPR, SUB, VAC, & VAR FOR TOWNHOMES (3)E-12 CITY OF CHANHASSEN Chanhassen is a Community for Life- Providing forToday and Planning forTomorrow MEMORANDUM TO: Todd Gerhardt, City Manager FROM: Sharmeen Al-Jaff, Senior Planner DATE: January 8, 2018 SUBJ: Approval of Final Plat, Development Contract and construction plans -Planning Case 2017- 12—West Park Second Addition — Pulte Homes PROPOSED MOTIONS "The Chanhassen City Council grants approval of the final plat for West Park Second Addition as shown in plans dated received December 8, 2017 subject to the conditions of approval in the staff report; and The Chanhassen City Council grants approval of the development contract for West Park Second Addition; and The Chanhassen City Council grants approval of the construction plans for West Park Second Addition." Approval requires a simple majority vote of City Council present. PROPOSAL SUMMARY Final Plat approval to replat 2.827 Acres into 18 lots and 2 outlots, located south of Lake Susan Drive, west of Great Plains Boulevard and north of Highway 212. The site is zoned Planned Unit Development -Residential. Sewer and water are available to the site. Access to the site will be gained off of Lake Susan Drive. BACKGROUND On July 10, 2017, the Chanhassen City Council adopted the following motion: City Council approves rezoning the property located at the Southeast of Waters Edge Drive, west of Great Plains Boulevard, north of Highway 212 and bisected by Lake Susan Drive with an approximate area of 9.8 acres from Residential Single Family and Planned Unit Development to Planned Unit Development - Residential incorporating the design standards. PH952.227.1100• www.d.chanhassen.mn.us• FX952.227.1110 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA 55317 Todd Gerhardt, City Manager West Park Second Addition -Final Plat - Pulte Homes January 8, 2018 Page 2 of 11 The City Council approves Site Plan with a variance for the construction of 82 Townhouses as shown in plans dated received June 30, 2017 — Planning Case 17-12 - subject to conditions. The City Council approve variance request 417-12 to allow a 25-foot setback from exterior streets, as shown in plans dated received June 30, 2017 with conditions. The City Council adopts a resolution approving the vacation of all the public drainage and utility easements on Lot 1, Block 1 of GATEWAY NORTH as dedicated on the recorded plat thereof as described in Exhibit A." The City Council adopts a resolution approving the vacation of all the public drainage and utility easements on and Lot 2, Block 2 and Outlot A of GATEWAY NORTH as dedicated on the recorded plat thereof together with Document No. 206358 as described in Exhibit A." SUBDIVISION "The City Council approves Preliminary Plat for West Park Addition, as shown in plans dated received June 30, 2017 — Planning Case 17-12 - subject to the following conditions: Eneineering The existing topographic survey shall include the existing first floor elevations of nearby structures such as 8751 Waters Edge Drive and 721 Lake Susan Drive. Finding: This condition has been met. 2. Spot elevations shall be shown at the center of proposed driveways at the curb line so the driveway grade can be verified. Finding: This condition has been met. 3. The applicant shall work with Carver County to see if the FES from their pond outlet can be combined with the county's culvert to eliminate the low spot adjacent to this site. Finding: This condition no longer applies. 4. The plan shall show EOF locations and elevation for all basins on site. Finding: This condition has been met. 5. Top and bottom wall elevations shall be shown on the grading plan. Todd Gerhardt, City Manager West Park Second Addition -Final Plat - Pulte Homes January 8, 2018 Page 3 of 11 Finding: This condition has been met. 6. All retaining was shall be owned and maintained by a Homeowners Association (HOA). Finding: This condition still applies 7. The development plans shall call out the material of the retaining wall. The following materials are prohibited for retaining wall construction: smooth face, poured in place concrete (stamped or patterned is acceptable), masonry, railroad ties and timber. Finding: This condition has been met. 8. As existing public utilities are located within the vacation area, the applicant shall grant a drainage and utility easement to the City-pfie concurrent to recording the vacation. Finding: This condition still applies 9. The applicant shall have their survey confirm location of all easements with a recent title commitment prior to final plat. Finding: This condition still applies 10. The retaining wall and entry monuments are proposed within drainage and utility easements. These elements require an encroachment agreement prior to their construction. Finding: This condition still applies 11. The private sidewalks constructed within city right-of-way require an encroachment agreement. Finding: This condition still applies 12. All private streets will be owned and maintained by a Homeowners Association. Finding: This condition still applies 13. Street lights shall be installed at the intersections with public streets. This light shall be owned by the city and maintained by MVEC (Minnesota Valley Electric Company). A $300 fee shall be collected with the development contract for electricity costs for the first year of operation. Finding: This condition still applies 14. The net SWMP Fee due at the time of final plat of the southern parcel is $20,721.91. Finding: This condition still applies 15. For 18 units on the southern parcel, the sanitary partial fee is $12,438.00 and the water partial fee is $40,194.00. Todd Gerhardt, City Manager West Park Second Addition -Final Plat - Pulte Homes January 8, 2018 Page 4 of 11 Finding: This condition still applies. 16. The remaining hook-up fees will be due with the building permit at the rate in effect at that time. Finding: This condition still applies 17. The vertical curves shall be revised to meet the City Code standard to have the curve length be greater than the difference of the grades multiplied by 20. Finding: This condition no longer applies 18. The horizontal alignment of several horizontal curves radii do not meet requirements for a 30 mph roadway without superelevation per the MnDOT Roadway Design Manual. The applicant shall submit documentation for the design speed used for these roads and the anticipated signed speed. Speed signage shall be required. Finding: This condition no longer applies FINAL PLAT -FIRST ADDITION On July 24, 2017, The City Council adopted the following motion: "Chanhassen City Council grants approval of the final plat for West Park Addition as shown in plans dated received June 30, 2017 subject to the conditions of approval in the staff report" The current request is for the replating of the remaining 2.827 acres. FINAL PLAT The applicant is requesting final plat approval to replat 2.827 Acres into 18 lots and 2 outlots. The 18 lots will house townhouses. Outlots A contains Private Streets and visitor parking. Outlet B contains open space, common areas and a storm pond. The site is zoned Planned Unit Development -Residential District and is located south of Lake Susan Drive, west of Great Plains Boulevard and north of Highway 212. Sewer and water are available to the site. Access to the site will be gained off of Lake Susan Drive. The ordinance states, "All lots shall abut for their full required minimum frontage on a public street as required by the zoning ordinance; or be accessed by a private street; or a flag lot which shall have a minimum of thirty feet of frontage on a public street." Todd Gerhardt, City Manager West Park Second Addition -Final Plat - Pulte Homes January 8, 2018 Page 5 of 11 The lot has street frontage. Access to the lot is gained from private streets. The subdivision request is a relatively straightforward action and staff is recommending approval with conditions. Staff notes that the proposal is consistent with the Comprehensive Plan and the Zoning Ordinance. Lot Tabulation There are no minimum lot areas within a PUD. The following are the lot tabulations for the project: North of Lake Susan Drive BLOCK 1: Lot 1 = 1,885 square feet Lot 2 = 1,740 square feet Lot 3 = 1,740 square feet Lot 4 = 1,740 square feet Lot 5 = 1,740 square feet Lot 6 = 1,885 square feet BLOCK 2: Lot 1 = 1,885 square feet Lot 2 = 1,740 square feet Lot 3 = 1,740 square feet Lot 4 = 1,740 square feet Lot 5 = 1,740 square feet Lot 6 =1,885 square feet BLOCK 3: Lot 1 = 1,885 square feet Lot 2 = 1,740 square feet Lot 3 = 1,740 square feet Lot 4 = 1,740 square feet Lot 5 = 1,885 square feet Lot 6 = 1,885 square feet Outlot A = 19,452 sf (0.447 ac) Outlot B = 69,229 sf (1.589 ac) GRADING & DRAINAGE The existing drainage pattern for the southern parcel drains to an existing pond on the south of the parcel, which overflows to a MnDOT culvert. The proposed grading for the southern parcel will direct the stormwater to the existing pond, which is proposed to be converted to an infiltration basin, and will still overflow to the MnDOT culvert. Todd Gerhardt, City Manager West Park Second Addition -Final Plat - Pulte Homes January 8, 2018 Page 6 of 11 ♦ L206 40 y 0.19 I EXISTING — SOUTH PARCEL PROPOSED — SOUTHPARCEL Erosion Prevention and Sediment Control The proposed development will exceed one (1) acre of disturbance and will, therefore, be subject to the General Permit Authorization to Discharge Stormwater Associated with Construction Activity Under the National Pollution Discharge Elimination/State Disposal System (NPDES Construction Permit). The applicant shall submit the full SWPPP document to the City for review prior to construction on site. No earth disturbing activities may occur until the SWPPP is updated with all required information. This SWPPP shall be a standalone document consistent with the NPDES Construction Permit and shall contain all required elements as listed in Parts III and IV of the permit. RETAINING WALLS One retaining wall is proposed on the southern parcel. It is located between Block 2 and the infiltration basin. It is approximately 180 feet long and 3 feet tall. All retaining walls shall be owned and maintained by a Homeowners Association (HOA). The development plans shall call out the material of the retaining wall. The following materials are prohibited for retaining wall construction: smooth face, poured in place concrete (stamped or patterned is acceptable), masonry, railroad ties and timber. STREETS The applicant proposes construction of private streets to serve the subdivison. All private streets will be owned and maintained by a Homeowners Association (HOA). The private street design shall follow the Todd Gerhardt, City Manager West Park Second Addition -Final Plat - Pulte Homes January 8, 2018 Page 7 of 11 City's typical curb & gutter plate and incorporate drain tile with clean -outs at the end of the pipe runs in the base section. No parking signage shall be installed at all turnarounds to keep them open for public safety access. All private street signage shall comply with the MN Manual on Uniform Traffic Control Devices. Street lights shall be installed at the intersections with public streets. This light shall be owned by the City and maintained by MVEC (Minnesota Valley Electric Company). A $300 fee shall be collected with the development contract for electricity costs for the first year of operation. DRIVEWAYS & PARKING Six visitor parking spots are provided on the south parcel. The parking spots shall be a minimum of 9' in width. TRAILS & SIDEWALK All sidewalks internal to the site shall be owned and maintained by the HOA. The sidewalk connection parallel to Lake Susan Drive shall be owned and maintained by the City. The City owned sidewalk shall follow the City's concrete sidewalk plate. Sidewalk constructed within MnDOT right-of-way may require a Limited Use Permit (LUP). UTILITIES Sanitary Sewer Sanitary sewer service for the subdivision will be provided by connecting to the existing 2 1 " RCP sanitary main line on the west side of the southern parcel. The applicant proposes 8" PVC sanitary sewer main to be owned and maintained by the Homeowner's Association (HOA) including the connection to the 2 1 " sanitary main. Water Main Water service for the subdivision will be provided by connecting to the existing 16" DIP water main line on the west side of the southern parcel. The applicant shall revise plans to call out the size of proposed water main. The applicant proposes 8" C900 water main to be owned and maintained by the Homeowner's Association (HOA) including the connection to the 16" water main. The City's typical tracer wire plates shall be incorporated into the plans. STORM WATER MANAGEMENT Article VII, Chapter 19 of City Code describes the required storm water management development standards. Section 19-141 states that "these development standards shall be reflected in plans prepared by developers and/or project proposers in the design and layout of site plans, subdivisions and water management features." The applicant shall meet the minimum requirements for stormwater set forth in City Code §9-VII and requirements of the Riley -Purgatory -Bluff Creek Watershed District. Todd Gerhardt, City Manager West Park Second Addition -Final Plat - Pulte Homes January 8, 2018 Page 8 of 11 The site is within the Riley Purgatory Bluff Creek Watershed District (RPBCWD) therefore comments regarding the proposed surface water management are deferred to RPBCWD. The staff report from the VOLUME VOLUME % of L1" SURFACE for 1.1" REMOVAL VOLUME WATER ITEM ABSTRACTION PROVIDED REMOVED CREDIT CREDIT Infiltration 4,699 4,932 100% $ 20,721.91 July 12, 2017 RPBCWD Board of Managers meeting is included with the staff report. The Board has conditionally approved West Park's permit. The applicant must obtain a permit from RPBCWD prior to grading the site. Outlots cannot contain other billable lot types (e.g. housing unit parcels). Outlots must be broken down into pervious and impervious square footage. Outlot boundaries are unclear. Please clearly identify the entire boundary for each outlot. The applicant's engineer shall add a column to the stormwater pipe/structure table to list the velocities of the pipes. The plan for flared stormwater pipes that discharge into the pond, infiltration basin and right-of-way shall be modified to have non -erosive velocities (3.5-5.0 feet per second). Stormwater pipe and treatment devices within the development and outlots shall be privately owned and maintained by an HOA. Plat must note City staff or their designees shall have full access to the private stormwater management systems for the purpose of inspection and maintenance. City staff to be called, and be on site when contractor is installing bio-filtration basin. An approved operation and maintenance plan is required for all stormwater treatment devices. Including contact information for person(s) responsible for maintenance as well as person(s) performing onsite inspection and maintenance duties. The City must approve operation and maintenance plans prior to permits being issued. Storm Water Utility Connection Charges These fees show a credit of 50% as the design is proposed to achieve abstraction of the first 1.1 inches of runoff from all proposed hardcover on the site. The fee and credits for the southern parcel are calculated as shown in the table below. SURFACE WATER AREA PER FEE ACRE ACRES FEE DEVELOPMENT SOUTH PARCEL $14,660 2.827 $ 41,443.82 FEE $ 41443.82 Todd Gerhardt, City Manager West Park Second Addition -Final Plat - Pulte Homes January 8, 2018 Page 9 of 11 For the southern parcel, the SWMP Fee is $41,443.82. The SWMP Credit given for meeting the 1.1" volume abstraction is $20,721.91. The applicant must still verify that the 1.1" abstraction is met for the site. The net SWMP Fee due at the time of final plat of the southern parcel is $20,721.91. ASSESSMENTS Water and sewer partial hook-ups are due at the time of final plat. For 18 units on the southern parcel, the sanitary partial fee is $12,438.00 and the water partial fee is $40,194.00. The remaining hook-up fees will be due with the building permit at the rate in effect at that time. PARKS This property is conveniently located within the Y:-mile neighborhood park service area for Chanhassen Hills Park. Residents of the West Park community will have convenient access to this publicly -maintained recreation facility. Chanhassen Hills Park is 8-acres in size and features a playground, basketball court, picnic shelter, ballfield, benches, and walking trails. Off-street parking is also available on Chanhassen Hills Drive South. Bandimere Community Park and Lake Susan Community Park are both located within the 1- mile community park service of the new West Park 2ND Addition residential subdivision. These two parks are more robust in their recreation facility offerings, including features such as diamond ballfields, a fishing pier, boat landing, tennis courts, hockey rink, soccer/lacrosse fields, disc golf course, and extensive walking trails. No additional parkland acquisition is being recommended as a condition of this subdivision. TRAILS The subject site has direct access to public trails located adjacent to Waters Edge Drive and Lake Susan Drive and convenient access to trails along Great Plains Boulevard. Sidewalks and trails connecting the interior spaces and all residential units to the adjacent public trail system should be planned for with the development. The applicant shall connect the sidewalk along Lake Susan Drive to the existing trail along Waters Edge Drive. DEVELOPMENT CONTRACT The attached development contract incorporates the conditions of approval for the final plat and construction plans and specifications. A $261,264.78 financial security is required to guarantee compliance with the terms of the development contract relating to erosion control, any remaining site grading, the installation of utilities, engineering, surveying, inspection, landscaping and topsoil. The cash fees for this project total $155,508.32. City funds are not needed as part of this private development proiect. Todd Gerhardt, City Manager West Park Second Addition -Final Plat - Pulte Homes January 8, 2018 Page 10 of 11 RECOMMENDATION Staff recommends that the City Council adopt the following motions: Subdivision "The City Council approves the final plat to replat Outlot G, West Park into 18 Lots and 2 as shown in plans dated received December 8, 2017, subject to the following conditions: Park and Trail Conditions 1. Full park fees in lieu of additional parkland dedication and/or trail construction shall be collected as a condition of approval for the West Park 2ND Addition residential subdivision. The park fees will be collected in full at the rate in force upon final plat submission and approval. Based upon the current residential park fee rates of $3,800 per Multi -family residential dwelling, the total park fees will be $68,400 (18 units x $3,800 each). Engineerine Conditions: 1. The plan shall show EOF locations and elevation for all basins on site. The elevations shall remain consistent within the plans. 2. All retaining walls shall be owned and maintained by a Homeowners Association (HOA). 3. The development plans shall call out the material of the retaining wall. The following materials are prohibited for retaining wall construction: smooth face, poured in place concrete (stamped or patterned is acceptable), masonry, railroad ties and timber. 4. As existing public utilities are located within the vacation area, the applicant shall grant a drainage and utility easement to the City concurrent to recording the vacation. 5. The applicant shall have their survey confirm location of all easements with a recent title commitment prior to final plat. 6. The retaining wall and entry monuments are proposed within drainage and utility easements. These elements require an encroachment agreement prior to their construction. 7. The private sidewalks constructed within city right-of-way require an encroachment agreement. 8. All private streets will be owned and maintained by a Homeowners Association. 9. The curb & gutter design shall follow the City's typical plate. 10. The street design shall include drain tile in the base section. The end of the pipe runs shall include a clean -out. 11. Street lights shall be installed at the intersections with public streets. This light shall be owned by the city and maintained by MVEC (Minnesota Valley Electric Company). A $300 fee shall be collected with the development contract for electricity costs for the first year of operation. Todd Gerhardt, City Manager West Park Second Addition -Final Plat - Pulte Homes January 8, 2018 Page 11 of 11 12. The net SWMP Fee due at the time of final plat of the southern parcel is $20,721.91. 13. For 18 units on the southern parcel, the sanitary partial fee is $12,438.00 and the water partial fee is $40,194.00. 14. The remaining hook-up fees will be due with the building permit at the rate in effect at that time. 15. Address the conditions identified in the MnDOT letter dated December 20, 2017. Building Official Conditions: 1. Each lot must be provided with separate sewer and water services. Fire Marshall Condition: 1. Fire hydrants to be in and in service and remain in service before combustible construction begins and during construction. 2. Clearance around fire hydrants to remain during construction. 3. Street signs temporarily erected during construction. 4. Road should be capable of supporting fire service apparatus once combustible construction begins. DEVELOPMENT CONTRACT "The City Council approves the development contract for West Park Second Addition." CONSTRUCTION PLANS "The City Council approves the plans dated December 5, 2017 and specifications dated received November 29, 2017 for West Park Second Addition subject to the conditions of subdivision and site plan.,, ATTACHMENTS 1. Final Plat. 2. Development Contract and Construction Plans. 3. Letter from MnDOT dated December 20fl', 2017. g:\plan\2017 planning cases\17-12 west park - pulte (khngelhutz)\final plat 2nd addition\final plat - dc- consttuction plans - gtb final.docx WEST PARK SECOND ADDITION rcr�-icy .arvr.�s.sirv.uwwns. ws�a_�.� _ �I .0 awunun�. •.•.. i.�wM �aa.mrum®mia....n�sa min am :a.w...mwr VICINITY MAP —1 m e+ e B {{B my J y+a y .. - !rN.r.r. . ............... 1 IYTb WM �. �. •••.. mmn.vF.4T Z-�r- WMnCWxrvw.-tiiM " maxM �..n m ob. mw.nn� bN m Y.x ♦uv.eI CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, IVIINNESOTA WEST PARK 2ND ADDITION DEVELOPMENT CONTRACT (Developer Installed Improvements) TABLE OF CONTENTS SPECIAL PROVISIONS PAGE 1. REQUEST FOR PLAT APPROVAL............................................................................SP-1 2. CONDITIONS OF PLAT APPROVAL........................................................................SP-1 3. DEVELOPMENT PLANS............................................................................................SP-1 4. IMPROVEMENTS........................................................................................................ SP-2 5. TIME OF PERFORMANCE.........................................................................................SP-2 6. SECURITY....................................................................................................................SP-2 7. NOTICE.........................................................................................................................SP-3 8. OTHER SPECIAL CONDITIONS................................................................................SP-3 9. GENERAL CONDITIONS...........................................................................................SP-5 GENERAL CONDITIONS 1. RIGHT TO PROCEED.................................................................................................GC-1 2. PHASED DEVELOPMENT........................................................................................GC-I 3. PRELIMINARY PLAT STATUS................................................................................GC-1 4. CHANGES IN OFFICIAL CONTROLS.....................................................................GC-1 5. IMPROVEMENTS.......................................................................................................GC-1 6. IRON MONUMENTS..................................................................................................GC-2 7. LICENSE......................................................................................................................GC-2 8. SITE EROSION AND SEDIMENT CONTROL.........................................................GC-2 8A. EROSION CONTROL DURING CONSTRUCTION OF A DWELLING OR OTHERBUILDING.........................................................................................GC-2 9. CLEAN UP...................................................................................................................GC-3 10. ACCEPTANCE AND OWNERSHIP OF IMPROVEMENTS....................................GC-3 11. CLAIMS.......................................................................................................................GC-3 12. PARK DEDICATION..................................................................................................GC-3 13. LANDSCAPING..........................................................................................................GC-3 14. WARRANTY...............................................................................................................GC-4 15. LOTPLANS.................................................................................................................GC-4 16. EXISTING ASSESSMENTS.......................................................................................GC-4 17. HOOK-UP CHARGES.................................................................................................GC-4 18. PUBLIC STREET LIGHTING.....................................................................................GC-4 19. SIGNAGE.....................................................................................................................GC-5 20. HOUSE PADS...............................................................................................................GC-5 21. RESPONSIBILITY FOR COSTS................................................................................GC-5 22. DEVELOPER'S DEFAULT.........................................................................................GC-6 22. MISCELLANEOUS A. Construction Trailers........................................................................................GC-6 B. Postal Service....................................................................................................GC-7 C. Third Parties......................................................................................................GC-7 D. Breach of Contract............................................................................................GC-7 E. Severability .......................................................................................................GC-7 i F. Building Permits...............................................................................................GC-7 G. Waivers/Amendments.......................................................................................GC-7 H. Release..............................................................................................................GC-7 I. Insurance........................................................................................................... GC-7 J. Remedies...........................................................................................................GC-8 K. Assignability.....................................................................................................GC-8 L. Construction Hours...........................................................................................GC-8 M. Noise Amplification..........................................................................................GC-8 N. Access...............................................................................................................GC-8 O. Street Maintenance............................................................................................GC-8 P. Storm Sewer Maintenance................................................................................GC-9 Q. Soil Treatment Systems....................................................................................GC-9 R. Variances...........................................................................................................GC-9 S. Compliance with Laws, Ordinances, and Regulations.....................................GC-9 T. Proof of Title.....................................................................................................GC-9 U. Soil Conditions................................................................................................GC-10 V. Soil Correction................................................................................................GC-10 W. Haul Routes..........................................................................................................GC-10 X. Development Signs..............................................................................................GC-10 Y. Construction Plans...............................................................................................GC-10 Z. As -Built Lot Surveys...........................................................................................GC-11 ii CITY OF CHANHASSEN DEVELOPMENT CONTRACT (Developer Installed Improvements) WEST PARK 2No ADDITION " k AGREEMENT dated January 8, 2018 by and between the CITY OF CHANHASSEN, Minnesota municipal corporation (the "City"), and, PULTE HOMES OF MINNESOTA LLC, Minnesota Limited Liability Company (the "Developer"). 1. Request for Plat Approval. The Developer has asked the City to approve a plat for WEST PARK 2ND ADDITION (referred to in this Contract as the "plat"). The land is legally described on the attached Exhibit "A". 2. Conditions of Plat Approval. The City hereby approves the plat on condition that the Developer enter into this Contract, flu-nish the security required by it, and record the plat with the County Recorder or Registrar of Titles within 30 days after the City Council approves the plat. 3. Development Plans. The plat shall be developed in accordance with the following plans. The plans shall not be attached to this Contract. With the exception of Plan A, the plans may be prepared, subject to City approval, after entering the Contract, but before commencement of any work in the plat. If the plans vary from the written terms of this Contract, the written terms shall control. The plans are: Plan A. Final plat approved January 8, 2018, prepared by Alliant Engineering. Plan B: Grading, Drainage and Erosion Control Plan dated December 12, 2017, prepared by Alliant Engineering. Plan C: Plans for Improvements dated December 12, 2017, prepared by Alliant Engineering. Plan D: Specifications for improvements dated November 29, 2017, prepared by Alliant Engineering. Plan E: Landscape Plan dated December 12, 2017, prepared by Alliant Engineering. SP-1 4. Improvements. The Developer shall install and pay for the following: A. Sanitary Sewer System B. Water System C. Storm Water Drainage System D. Streets E. Concrete Curb and Gutter F. Street Lights G. Site Grading/Restoration H. Underground Utilities (e.g. gas, electric, telephone, CATV) I. Setting of Lot and Block Monuments J. Surveying and Staking K. Landscaping L. Erosion Control 5. Time of Performance. The Developer shall install all required improvements except for the wear course on public streets by November 15, 2018. The Developer may, however, request an extension of time from the City Engineer. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 6. Security. To guarantee compliance with the terms of this Contract, payment of special assessments, payment of the costs of all public improvements, and construction of all public improvements, the Developer shall firrnish the City with a letter of credit in the form attached hereto, from a bank acceptable to the City, or cash escrow ("security") for $261,264.78. The amount of the security was calculated as 1100/a of the following: Site Grading/Erosion Control/Restoration $ 13,159.47 Sanitary Sewer $ 59,315.83 Watermain $ 49,793.44 Storm Sewer, Drainage System, including cleaning and maintenance $ 65,741.16 Streets $ 27,477.20 Sub -total, Construction Costs $215,487.10 Street Lights/Signs $ 2,632.50 Engineering, surveying, and inspection (7% of construction costs) $ 15,084.10 Landscaping (2% of construction costs) $ 4,309.74 Sub -total, Other Costs $ 22,02634 TOTAL COST OF PUBLIC IMPROVEMENTS $237,513.44 SECURITY AMOUNT 110% of $237 13.44 $261,264.78 SP-2 This breakdown is for historical reference; it is not a restriction on the use of the security. The security shall be subject to the approval of the City. The City may draw down the security, without notice, for any violation of the terms of this Contract If the required public improvements are not completed at least thirty (30) days prior to the expiration of the security, the City may also draw it down. If the security is drawn down, the draw shall be used to cure the default. With City approval, the security may be reduced from time to time as financial obligations are paid, but in no case shall the security be reduced to a point less than 10% of the original amount until (1) all improvements have been completed, (2) iron monuments for lot corners have been installed, (3) all financial obligations to the City satisfied, (4) the required "record" plans have been received by the City, (5) a warranty security is provided, and (6) the public improvements are accepted by the City. 7. Notice. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by registered mail at the following address: CHAD ONSGARD PULTE HOMES OF MINNESOTA, LLC 7500 FLYING CLOUD DRIVE, SUITE 670 EDEN PRAIRIE, MN 55344 Phone: 952-229-0723 Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by certified mail in care of the City Manager at the following address: Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, Minnesota 55317, Telephone (952) 227-1100. 8. Other Special Conditions. A. SECURITIES AND FEES A $261,264.78 letter of credit or escrow for the developer -installed improvements, the $155,508.32 cash administration fee and the fully -executed development contract must be submitted and shall be submitted prior to scheduling a pre -construction meeting. The cash fees were calculated as follows: Administration fee (3% of $261,264.78) $ 6,646.61 GIS fee: $25 (plat) + (73 parcels x $10/parcel) $ 205.00 Surface Water Management (SWMP) fee $ 20,721.91 Park Dedication Fee $ 68,400.00 Street Lighting Charge $ 300.00 Partial sewer hookup fee: 18 units x $691/unit $ 12,438.00 Partial water hookup fee: 18 units x $2,233/unit $ 40,194.00 Total cash fee $ 155,50832 SP-3 B. CITY CONDITIONS OF APPROVAL Park and Trail Conditions 1. Full park fees in lieu of additional parkland dedication and/or trail construction shall be collected as a condition of approval for the West Park 2ND Addition residential subdivision. The park fees will be collected in full at the rate in force upon final plat submission and approval. Based upon the current residential park fee rates of $3,800 per multi -family dwelling, the total park fees will be $68,400 (18 units x $3,800 each). En6meering Conditions: 1. The plan shall show EOF locations and elevation for all basins on site. The elevations shall remain consistent within the plans. 2. All retaining walls shall be owned and maintained by a Homeowners Association (HOA). 3. The development plans shall call out the material of the retaining wall. The following materials are prohibited for retaining wall construction: smooth face, poured in place concrete (stamped or patterned is acceptable), masonry, railroad ties and timber. 4. As existing public utilities are located within the vacation area, the applicant shall grant a drainage and utility easement to the City concurrent to recording the vacation. 5. The applicant shall have their survey confirm location of all easements with a recent title commitment prior to final plat. 6. The retaining wall and entry monuments are proposed within drainage and utility easements. These elements require an encroachment agreement prior to their construction. 7. The private sidewalks constructed within city rigbt-of-way require an encroachment agreement. 8. All private streets will be owned and maintained by a Homeowners Association. 9. The curb & gutter design shall follow the City's typical plate. 10. The street design shall include drain tile in the base section. The end of the pipe runs shall include a clean -out. 11. Street lights shall be installed at the intersections with public streets. This light shall be owned by the city and maintained by MVEC (Minnesota Valley Electric Company). A $300 fee shall be collected with the development contract for electricity costs for the first year of operation. 12. The net SWMP Fee due at the time of final plat of the southern parcel is $20,721.91. SP-4 13. For 18 units on the southern parcel, the sanitary partial fee is $12,438.00 and the water partial fee is $40,194.00. 14. The remaining hook-up fees will be due with the building permit at the rate in effect at that time. 15. Address the conditions identified in the MnDOT letter dated December 20, 2017. Building Official Conditions: 1. Each lot must be provided with separate sewer and water services. Fire Marshall Condition: 1. Fire hydrants to be in and in service and remain in service before combustible construction begins and during construction 2. Clearance around fire hydrants to remain during construction 3. Street signs temporarily erected during construction. 4. Road should be capable of supporting fire service apparatus once combustible construction begins. 9. General Conditions. The general conditions of this Contract are attached as Exhibit "B" and incorporated herein. SP-5 CITY OF CHANHASSEN rw (SEAL) Denny Laufenburger, Mayor Todd Gerhardt, City Manager PULTE HOMES OF MINNESOTA: Im STATE OF MINNESOTA) (ss. COUNTY OF CARVER ) Eric Padget, Vice President of Land The foregoing instrument was acknowledged before me this _ day of , 2018, by Denny Laufenburger, Mayor, and by Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. NOTARY PUBLIC STATE OF MINNESOTA ) (ss. COUNTY OF ) The foregoing instrument was acknowledged before me this _ day of 2018, by Eric Padget, Vice President of Land of Pulte Homes of Minnesota, a Limited Liability Company, on behalf of the company. DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 NOTARY PUBLIC SP-6 EXHIBIT "A" TO DEVELOPMENT CONTRACT LEGAL DESCRIPTION OF SUBJECT PROPERTY: North Parcel Parcel 1 Part of the Northwest Quarter of the Northwest Quarter of Section 24, Township 116, Range 23, Carver County Minnesota, described as follows: Commencing at the northwest comer of the Northwest Quarter of said Section 24; thence on an assumed bearing of South 89 degrees 19 minutes 43 seconds East along the North line of said Northwest Quarter 338.00 feet; thence South 25 degrees 26 minutes 43 seconds East 128.38 feet to a point on the centerline of State Highway Number 101 said point being the point of beginning of the tract to he described; thence westerly along said centerline along a non tangential curve that is concave to the north, said curve having a central angle of 09 degrees 11 minutes 57 seconds, a radius length of 621.15 feet, an arc length of 99.73 feet, a chord bearing of South 74 degrees 12 minutes 13 seconds West and a chord length of 99.62 feet; thence South 79 degrees 38 minutes 53 seconds West along said centerline and tangent to last described curve 163.44 feet; thence southwesterly along said centerline along a tangential curve that is concave to the southeast, said curve having a central angle of 19 degrees 36 minutes 53 seconds, a radius length of231.87 feet, an arc length of 79.38 feet; thence continuing southwesterly along said centerline along a compound curve, that is concave to the southeast, said curve having a central angle of 52 degrees 18 minutes 23 seconds, a radius length of 127.60 feet, an arc length of 116.49 feet, a chord bearing of South 33 degrees 34 minutes 37 seconds West, a chord length of 112.49 feet to the West line of said Northwest Quarter, thence South 00 degrees 01 minutes 33 seconds East along said centerline and along the West line of said Northwest Quarter 362.74 feet to the South line of the North 660.00 feet of the West Half of the Northwest Quarter of said Section 24; thence South 89 degrees 19 minutes 43 seconds East along said South line 430.13 feet to the westerly right-of-way line of Tnmk Highway Number 312; thence northeasterly along said westerly right-of-way line along a non tangential curve that is concave to the southeast, said curve having a central angle of 11 degrees 42 minute 56 seconds, a radius length of 350.00 feet, an arc length of 71.57 feet, a chord bearing of North 64 degrees 07 minutes 43 seconds East, a chord length of 71.44 feet; thence North 16 degrees 17 minutes 03 seconds East along said westerly right-of-way line and not tangent to the last described curve 360.83 feet; thence northerly along said westerly right-of-way line along a non tangential curve that is concave to the east said curve having a central angle of 17 degrees 30 minutes 47 seconds, a radius length of 981.48 feet, an arc length of 300.00 feet, a chord bearing North 20 degrees 48 minutes 18 seconds East, a chord length of 298.83 feet to the North line of said Northwest Quarter, thence North 89 degrees 19 minutes 43 seconds West along said North line and not tangent to last described curve 118.28 feet to the centerline of State Highway Number 101; thence southwesterly along said centerline along a non tangential curve that is concave to the northwest, said curve having a central angle of 20 degrees 33 minutes 03 seconds, a radius length of 621.15 feet, an arc length of 222.79 feet, a chord bearing of South 59 degrees 19 minutes 43 seconds West, a chord length of 221.60 feet to the point of beginning. Parcel 2 Lot 1, Block 1, Gateway North, Carver County, Minnesota. South Parcel Parcel 3 Lot 2, Block 2, Gateway North, Carver County, Minnesota. Parcel 4 Outlot A, Gateway North, Carver County, Minnesota. Abstract MORTGAGE HOLDER CONSENT TO DEVELOPMENT CONTRACT which holds a mortgage on the subject property, the development of which is governed by the foregoing Development Contract, agrees that the Development Contract shall remain in full force and effect even if it forecloses on its mortgage. Dated this day of 20_. STATE OF MINNESOTA ) (ss. COUNTY OF The foregoing instrument was acknowledged before me this day of 20_, by NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 FEE OWNER CONSENT TO DEVELOPMENT CONTRACT fee owners of all or part of the subject property, the development of which is governed by the foregoing Development Contract, affirm and consent to the provisions thereof and agree to be bound by the provisions as the same may apply to that portion of the subject property owned by them. Dated this _ day of 20_ STATE OF MINNESOTA ) (ss. COUNTY OF ) The foregoing instrument was acknowledged before me this _ day of 20_, by NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 IRREVOCABLE LETTER OF CREDIT No. _ Date: TO: City of Chanhassen 7700 Market Boulevard, Box 147 Chanhassen, Minnesota 55317 Dear Sir or Madam: We hereby issue, for the account of Pulte Homes and in your favor, our Irrevocable Letter of Credit in the amount of $ available to you by your draft drawn on sight on the undersigned bank. 1/ITTe_iT11 __ . a) Bear the clause, "Drawn under Letter of Credit No. , dated 2. of (Name of Bank) , b) Be signed by the Mayor or City Manager of the City of Chanhassen. c) Be presented for payment at (Address of Bank) on or before 4:00 p.m. on November 30, 2018. This Letter of Credit shall automatically renew for successive one-year terms unless, at least forty- five (45) days prior to the next annual renewal date (which shall be November 30 of each year), the Bank delivers written notice to the Chanhassen City Manager that it intends to modify the terms of, or cancel, this Letter of Credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty-five (45) days prior to the next annual renewal date addressed as follows: Chanhassen City Manager, Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, MN 55317, and is actually received by the City Manager at least thirty (30) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 600. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. mm Its CITY OF CHANHASSEN DEVELOPMENT CONTRACT (Developer Installed Improvements) EXHIBIT "B" 1. Right to Proceed. Within the plat or land to be platted, the Developer may not grade or otherwise disturb the earth, remove trees, construct sewer lines, water lines, streets, utilities, public or private improvements, or any buildings until all the following conditions have been satisfied: 1) this agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security and fees have been received by the City, 3) the plat has been recorded with the County Recorder's Office or Registrar of Title's Office of the County where the plat is located, and 4) the City Engineer has issued a letter that the foregoing conditions have been satisfied and then the Developer may proceed. 2. Phased Development. If the plat is a phase of a multiphased preliminary plat, the City may refuse to approve final plats of subsequent phases if the Developer has breached this Contract and the breach has not been remedied. Development of subsequent phases may not proceed until Development Contracts for such phases are approved by the City. Park charges and area charges for sewer and water referred to in this Contract are not being imposed on outlots, if any, in the plat that are designated in an approved preliminary plat for future subdivision into lots and blocks. Such charges will be calculated and imposed when the outlots are final platted into lots and blocks. 3. Preliminary Plat Status. If the plat is a phase of a multi -phased preliminary plat, the preliminary plat approval for all phases not final platted shall lapse and be void unless final platted into lots and blocks, not outlots, within two (2) years after preliminary plat approval. 4. Changes in Official Controls. For two (2) years from the date of this Contract, no amendments to the City s Comprehensive Plan, except an amendment placing the plat in the current urban service area, or official controls shall apply to or affect the use, development density, lot size, lot layout or dedications of the approved plat unless required by state or federal law or agreed to in writing by the City and the Developer. Thereafter, notwithstanding anything in this Contract to the contrary, to the full extent permitted by state law the City may require compliance with any amendments to the City's Comprehensive Plan, official controls, platting or dedication requirements enacted after the date of this Contract. 5. Improvements. The improvements specified in the Special Provisions of this Contract shall be installed in accordance with City standards, ordinances, and plans and specifications which have been prepared and signed by a competent registered professional engineer furnished to the City and approved by the City Engineer. The Developer shall obtain all necessary permits from the Metropolitan Council Environmental Services and other pertinent agencies before proceeding GC-1 with constriction. The City will, at the Developer's expense, have one or more construction inspectors and a soil engineer inspect the work on a full or part-time basis. The Developer shall also provide a qualified inspector to perform site inspections on a daily basis. Inspector qualifications shall be submitted in writing to the City Engineer. The Developer shall instruct its project engineer/inspector to respond to questions firom the City Inspector(s) and to make periodic site visits to satisfy that the construction is being performed to an acceptable level of quality in accordance with the engineer's design. The Developer or his engineer shall schedule a preconstruction meeting at a mutually agreeable time at the City Council chambers with all parties concerned, including the City staff, to review the program for the construction work. 6. Iron Monuments. Before the security for the completion of utilities is released, all monuments must be correctly placed in the ground in accordance with Minn. Stat. § 505.02, Subd. 1. The Developer's surveyor shall submit a written notice to the City certifying that the monuments have been installed. 7. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with plat development. 8. Site Erosion and Sediment Control. Before the site is rough graded, and before any utility construction is commenced or building permits are issued, the erosion and sediment control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion and sediment control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area Except as otherwise provided in the erosion and sediment control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion and sediment transport. If the Developer does not comply with the erosion and sediment control plan and schedule of supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion and sediment transport at the Developer's expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. No development will be allowed and no building permits will be issued unless the plat is in full compliance with the erosion and sediment control requirements. Erosion and sediment control needs to be maintained until vegetative cover has been restored, even if construction has been completed and accepted. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion and sediment control, the City will authorize the removal of the erosion and sediment control, i.e. hay bales and silt fence. The Developer shall remove and dispose of the erosion and sediment control measures. 8a. Erosion Control During Construction of a Dwelling or Other Building. Before a building permit is issued for construction of a dwelling or other building on a lot, a $500.00 cash escrow or letter of credit per lot shall also be furnished to the City to guarantee compliance with City Code § 7-22. GC-2 9. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowables, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 10. Acceptance and Ownership of Improvements. Upon completion and acceptance by the City of the work and construction required by this Contract, the improvements lying within public easements shall become City property. After completion of the improvements, a representative of the contractor, and a representative of the Developer's engineer will make a final inspection of the work with the City Engineer. Before the City accepts the improvements, the City Engineer shall be satisfied that all work is satisfactorily completed in accordance with the approved plans and specifications and the Developer and his engineer shall submit a written statement to the City Engineer certifying that the project has been completed in accordance with the approved plans and specifications. The appropriate contractor waivers shall also be provided. Final acceptance of the public improvements shall be by City Council resolution. 11. Claims. In the event that the City receives claims from laborers, materialmen, or others that work required by this Contract has been performed, the sums due them have not been paid, and the laborers, materialmen, or others are seeking payment out of the financial guarantees posted with the City, and if the claims are not resolved at least ninety (90) days before the security required by this Contract will expire, the Developer hereby authorizes the City to commence an Interpleader action pursuant to Rule 22, Minnesota Rules of Civil Procedure for the District Courts, to draw upon the letters of credit in an amount up to 125% of the claim(s) and deposit the funds in compliance with the Rule, and upon such deposit, the Developer shall release, discharge, and dismiss the City from any further proceedings as it pertains to the letters of credit deposited with the District Court, except that the Court shall retain jurisdiction to determine attorneys' fees. 12. Park Dedication. The Developer shall pay full park dedication fees in conjunction with the installation of the plat improvements. The park dedication fees shall be the current amount in force at the time of final platting pursuant to Chanhassen City Ordinances and City Council resolutions. 13. Landscaping. Landscaping shall be installed in accordance with Plan D. Unless otherwise approved by the City, trees not listed in the City's approved tree list are prohibited. The minimum tree size shall be two and one-half (2'/2) inches caliper, either bare root in season, or balled and burlapped. The trees may not be planted in the boulevard (area between curb and property line). In addition to any sod required as a part of the erosion and sediment control plan, Plan B, the Developer or lot purchaser shall sod the boulevard area and all drainage ways on each lot utilizing a minimum of six (6) inches of topsoil as a base. Seed or sod shall also be placed on all disturbed areas of the lot. If these improvements are not in place at the time a certificate of occupancy is requested, a financial guarantee of $750.00 in the form of cash or letter of credit shall be provided to the City. These conditions must then be complied with within two (2) months after the certificate of occupancy issued, except that if the certificate of occupancy is issued between October 1 through May 1 these conditions must be complied with by the following July 1 st. Upon expiration of the time period, inspections will be conducted by City staff to verify satisfactory completion of all conditions. City staff will conduct inspections of incomplete items with a $50.00 inspection fee deducted from the GC-3 escrow fund for each inspection. After satisfactory inspection, the financial guarantee shall be returned. If the requirements are not satisfied, the City may use the security to satisfy the requirements. The City may also use the escrowed funds for maintenance of erosion control pursuant to City Code Section 7-22 or to satisfy any other requirements of this Contract or of City ordinances. These requirements supplement, but do not replace, specific landscaping conditions that may have been required by the City Council for project approval. 14. Warranty. The Developer warrants all improvements required to be constructed by It pursuant to this contract against poor material and faulty workmanship. The Developer shall submit either 1) a warranty/maintenance bond for 100% of the cost of the improvement, or 2) a letter of credit for twenty-five percent (25%) of the amount of the original cost of the improvements. A. The required warranty period for materials and workmanship for the utility contractor installing public sewer and water mains shall be two (2) years from the date of final written City acceptance of the work. B. The required warranty period for all work relating to street construction, including concrete curb and gutter, sidewalks and trails, materials and equipment shall be subject to two (2) years from the date of final written acceptance. C. The required warranty period for sod, trees, and landscaping is one full growing season following acceptance by the City. 15. Lot Plans. Prior to the issuance ofbuilding permits, an acceptable Grading, Drainage, Erosion Control including silt fences, and Tree Removal Plan shall be submitted for each lot for review and approval by the City Engineer. Each plan shall assure that drainage is maintained away from buildings and that tree removal is consistent with development plans and City Ordinance. 16. Existing Assessments. Any existing assessments against the plat will be re -spread against the plat in accordance with City standards. 17. Hook-up Charges.. At the time of final plat approval the Developer shall pay 30% of the City Sewer Hook-up charge and 30% of the City Water hook up charge for each lot in the plat in the amount specified in Special Provision, Paragraph 8, of this Development Contract. The balance of the hook-up charges is collected at the time building permits are issued are based on 70% of the rates then in effect, unless a written request is made to assess the costs over a four year term at the rates in effect at time of application. 18. Public Street Lighting. The Developer shall have installed and pay for public street lights in accordance with City standards. The public street lights shall be accepted for City ownership and maintenance at the same time that the public street is accepted for ownership and maintenance. A plan shall be submitted for the City Engineer's approval prior to the installation. Before the City signs the final plat, the Developer shall pay the City a fee of $300.00 for each street light installed in GC-4 the plat. The fee shall be used by the City for furnishing electricity and maintaining each public street light for twenty (20) months. 19. Signage. All street signs, traffic signs, and wetland monumentation required by the City as a part of the plat shall be furnished and installed by the City at the sole expense of the Developer. 20. House Pads. The Developer shall promptly famish the City "as -built" plans indicating the amount, type and limits of fill on any house pad location. 21. Responsibility for Costs. A. The Developer shall pay an administrative fee in conjunction with the installation of the plat improvements. This fee is to cover the cost of City Staff time and overhead for items such as review of construction documents, preparation of the Development Contract, monitoring construction progress, processing pay requests, processing security reductions, and final acceptance of improvements. This fee does not cover the City's cost for construction inspections. The fee shall be calculated as follows: i) if the cost of the construction of public improvements is less than $500,000, three percent (3%) of construction costs; ii) if the cost of the construction of public improvements is between $500,000 and $1,000,000, three percent (3%) of construction costs for the first $500,000 and two percent (21/1o) of construction costs over $500,000; iii) if the cost of the construction of public improvements is over $1,000,000, two and one-half percent (2%2%) of construction costs for the first $1,000,000 and one and one-half percent (1'/z%) of construction costs over $1,000,000. Before the City signs the final plat, the Developer shall deposit with the City a fee based upon construction estimates. After construction is completed, the final fee shall be determined based upon actual construction costs. The cost of public improvements is defined in paragraph 6 of the Special Provisions. B. In addition to the administrative fee, the Developer shall reimburse the City for all costs incurred by the City for providing construction and erosion and sediment control inspections. This cost will be periodically billed directly to the Developer based on the actual progress of the construction. Payment shall be due in accordance with Article 21 E of this Agreement. C. The Developer shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from plat approval and development. The Developer shall indemnify the City and its officers and employees for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. LOW D. In addition to the administrative fee, the Developer shall reimburse the City for costs incurred in the enforcement of this Contract, including engineering and attorneys' fees. E. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Contract within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all plat development work and construction, including but not limited to the issuance of building permits for lots which the Developer may or may not have sold, until the bills are paid in full. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. F. In addition to the charges and special assessments referred to herein, other charges and special assessments may be imposed such as, but not limited to, sewer availability charges ("SAC"), City water connection charges, City sewer connection charges, and building permit fees. G. Private Utilities. The Developer shall have installed and pay for the installation of electrical, natural gas, telephone, and cable television service in conjunction with the overall development improvements. These services shall be provided in accordance with each of the respective franchise agreements held with the City. H. The developer shall pay the City a fee established by City Council resolution, to reimburse the City for the cost of updating the City's base maps, GIS data base files, and converting the plat and record drawings into an electronic format. Record drawings must be submitted within four months of final acceptance of public utilities. All digital information submitted to the City shall be in the Carver County Coordinate system. 22. Developer's Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is fast given notice of the work in default, not less than four (4) days in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 23. Miscellaneous. A. Construction Trailers. Placement of on -site construction trailers and temporary job site offices shall be approved by the City Engineer as a part of the pre -construction meeting for installation of public improvements. Trailers shall be removed from the subject property within thirty (30) days following the acceptance of the public improvements unless otherwise approved by the City Engineer- B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmaster's request. C. Third Parties. Third parties shall have no recourse against the City under this Contract. The City is not a guarantor of the Developer's obligations under this Contract. The City GC-6 shall have no responsibility or liability to lot purchasers or others for the City's failure to enforce this Contract or for allowing deviations from it. D. Breach of Contract. Breach of the terms of this Contract by the Developer shall be grounds for denial of building pemuts, including lots sold to third parties. The City may also issue a stop work order halting all plat development until the breach has been cured and the City has received satisfactory assurance that the breach will not reoccur. E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Contract is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. Building Permits. Building permits will not be issued in the plat until sanitary sewer, watermain, and storm sewer have been installed, tested, and accepted by the City, and the streets needed for access have been paved with a bituminous surface and the site graded and revegetated in accordance with Plan B of the development plans. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waiver; shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. H. Release. This Contract shall run with the land and may be recorded against the title to the property. After the Developer has completed the work required of it under this Contract, at the Developer's request the City Manager will issue a Certificate of Compliance. Prior to the issuance of such a certificate, individual lot owners may make as written request for a certificate applicable to an individual lot allowing a minimum of ten (10) days for processing. I. Insurance. Developer shall take out and maintain until six (6) months after the City has accepted the public improvements, public liability and property damage insurance covering personal injury, including death, and claims for property damage which may arise out of Developer's work or the work of its subcontractors or by one directly or indirectly employed by any of them. Limits for bodily injury and death shall be not less than $500,000 for one person and $1,000,000 for each occurrence; limits for property damage shall be not less than $500,000 for each occurrence; or a combination single limit policy of $1,000,000 or more. The City shall be named as an additional insured on the policy, and the Developer shall file with the City a certificate evidencing coverage prior to the City signing the plat. The certificate shall provide that the City must be given ten (10) days advance written notice of the cancellation of the insurance. The certificate may not contain any disclaimer for failure to give the required notice. J. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, expressed or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time GC-7 to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. K. Assignability. The Developer may not assign this Contract without the written permission of the City Council. The Developer's obligation hereunder shall continue in full force and effect even if the Developer sells one or more lots, the entire plat, or any part of it. L. Construction Hours. Construction hours, including pick-up and deliveries of material and equipment and the operation of any internal combustion engine, may only occur from 7:00 am. to 6:00 p.m. on weekdays, from 9:00 am. to 5:00 p.m. on Saturdays with no such activity allowed on Sundays or on legal holidays. Contractors must require their subcontractors, agents and supplies to comply with these requirements and the Contractor is responsible for their failure to do so. Under emergency conditions, this limitation may be waived by the written consent of the City Engineer. If construction occurs outside of the permitted construction hours, the Contractor shall pay the following administrative penalties: First violation $ 500.00 Second violation $ 1,000.00 Third & subsequent violations All site development and construction must cease for seven (7) calendar days M. Noise Amplification. The use of outdoor loudspeakers, bullhorns, intercoms, and similar devices is prohibited in conjunction with the construction of homes, buildings, and the improvements required under this contract. The administrative penalty for violation of construction hours shall also apply to violation of the provisions in this paragraph. N. Access. All access to the plat prior to the City accepting the roadway improvements shall be the responsibility of the Developer regardless if the City has issued building permits or occupancy permits for lots within the plat. O. Street Maintenance. The Developer shall he responsible for all street maintenance until streets within the plat are accepted by the City. Warning signs shall be placed by the Developer when hazards develop in streets to prevent the public from traveling on same and directing attention to detours. If streets become impassable, the City may order that such streets shall be barricaded and closed. The Developer shall maintain a smooth roadway surface and provide proper surface drainage. The Developer may request, in writing, that the City plow snow on the streets prior to final acceptance of the streets. The City shall have complete discretion to approve or reject the request. The City shall not be responsible for reshaping or damage to the street base or utilities because of snow plowing operations. The provision of City snow plowing service does not constitute final acceptance of the streets by the City. P. Storm Sewer Maintenance. The Developer shall be responsible for cleaning and maintenance of the storm sewer system (including ponds, pipes, catch basins, culverts and swales) within the plat and the adjacent off -site storm sewer system that receives storm water from the plat. The Developer shall follow all instructions it receives from the City concerning the cleaning and GC-8 maintenance of the storm sewer system. The Developer's obligations under this paragraph shall end two (2) years after the public street and storm drainage improvements in the plat have been accepted by the City. Twenty percent (20%) of the storm sewer costs, shown under section 6 of the special provisions of this contract, will be held by the City for the duration of the 2-year maintenance period. Q. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly identify in the field and protect from alteration, unless suitable alternative sites are first provided, the two soil treatment sites identified during the platting process for each lot. This shall be done prior to the issuance of a Grading Permit. Any violation/disturbance of these sites shall render them as unacceptable and replacement sites will need to be located for each violated site in order to obtain a building permit. R. Variances. By approving the plat, the Developer represents that all lots in the plat are buildable without the need for variances from the City's ordinances. S. Compliance with Laws, Ordinances, and Regulations. hi the development of the plat the Developer shall comply with all laws, ordinances, and regulations of the following authorities: 1. City of Chanhassen; 2. State of Minnesota, its agencies, departments and commissions; 3. United States Army Corps of Engineers; 4. Watershed District(s); 5. Metropolitan Government, its agencies, departments and commissions. T. Proof of Title. Upon request, the Developer shall furnish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers to enter into this Development Contract. U. Soil Conditions. The Developer acknowledges that the City makes no representations or warranties as to the condition of the soils on the property or its fitness for construction of the improvements or any other purpose for which the Developer may make use of such property. The Developer further agrees that it will indemnify, defend, and hold harmless the City, its governing body members, officers, and employees from any claims or actions arising out of the presence, if any, of hazardous wastes or pollutants on the property, unless hazardous wastes or pollutants were caused to be there by the City. V. Soil Correction. The Developer shall be responsible for soil correction work on the property. The City makes no representation to the Developer concerning the nature of suitability of soils nor the cost of correcting any unsuitable soil conditions which may exist. On lots which have no fill material a soils report from a qualified soils engineer is not required unless the City's building inspection department determines from observation that there may be a soils problem. On lots with fill material that have been mass graded as part of a multi -lot grading project, a satisfactory soils report from a qualified soils engineer shall be provided before the City issues a building permit for the lot. On lots with fill material that have been custom graded, a satisfactory soils report from a qualified soils engineer shall be provided before the City inspects the foundation for a building on the lot. GC-9 W. Haul Routes. The Developer, the Developer's contractors or subcontractors must submit proposed haul routes for the import or export of soil, construction material, construction equipment or construction debris, or any other purpose. All haul routes must be approved by the City Engineer X. Development Signs. The Developer shall post a six foot by eight foot development sign in accordance with City Detail Plate No. 5313 at each entrance to the project. The sign shall be in place before construction of the required improvements commences and shall be removed when the required improvements are completed, except for the final lift of asphalt on streets. The signs shall contain the following information: project name, name of developer, developer's telephone number and designated contact person, allowed construction hours. Y. Construction Plans. Upon final plat approval, the developer shall provide the City with two complete sets of full-size construction plans and four sets of 11"x17" reduced construction plan sets and three sets of specifications. Within four months after the completion of the utility improvements and base course pavement and before the security is released, the Developer shall supply the City with the following: (1) a complete set of reproducible Mylar as -built plans, (2) two complete fiill-size sets of blue line/paper as -built plans, (3) two complete sets of utility tie sheets, (4) location of buried fabric used for soil stabilization, (5) location stationing and swing ties of all utility stubs including draintile cleanouts, (6) bench mark network, (7) digital file of as -built plans in both Axf & .tif format (the .dxf file must be tied to the current county coordinate system), (8) digital file of utility tie sheets in either .doc or .tif format, and (9) a breakdown of lineal footage of all utilities installed, including the per lineal foot bid price. The Developer is required to submit the final plat in electronic format. Z. As -Built Lot Surveys. An as -built lot survey will be required on all lots prior to the Certificate of Occupancy being issued. The as -built lot survey must be prepared, signed, and dated by a Registered Land Surveyor. Sod and the bituminous driveways must be installed before the as -built survey is completed. If the weather conditions at the time of the as -built are not conducive to paving the driveway and/or installing sod, a temporary Certificate of Occupancy may be issued and the as -built escrow withheld until all work is complete. Rev. 3/31/06 GC-10 a yP� pP P� ti 0 30 60 120 SCaLE 'ry FEET WEST PARK SECOND ADDITION CHANHASSEN, MINNESOTA )ND ADDITION r 1CHANHASSEN v 4 1 , l VICINITY MAP NOT TO SCALE SHEET INDEX NO. COVER SHEET 1 DETAILS 2-3 EXISTING CONDITIONS SURVEY 4 SITE, LIGHTM AND SIGNAGE PLAN 5 GRADING AND DRAINAGE PLAN 6 EROSION AND SEDIMENT CONTROL PLAN 7-8 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS 9 SANITARY SEWER AND WATERMAD4 PLAN AND PROFILES 10 STORM SEWER PLAN II STREET PLAN AND PROFILES 12 STREET INTERSECTION DETAILS 13 LANDSCAPE AND REFORESTATION PLAN 14 LANDSCAPE SCHEDULE, NOTES AND DEFAI S 15 AMENITY DETAILS 16 LANDSCAPE DETAILS 17 DEVELOPER PULTE HOMES 7500 FLYING CLOUD DRIVE SUITE 670 EDEN PRAIRIE, MN 55344 PH: 952-988-0723 CONTACT: CHAD ONSGARD EM: chad.onsgard@PulteGroup.mm CONSULTANT ALLIANT ENGINEERING, INC 233 PARK AVENUE SOUTH SUITE 300 MINNEAPOLIS, MN 55415 PH: 612-75&3080 FX: 612-758.3099 ENGINEER MARK RAUSCH LICENSE NO. 43480 EM. rnmusch@alliant-inc.mm SURVEYOR DENNIS B. OLMSTEAD LICENSE NO. 19425 EM: dolmstead@allimt-inc.e m LANDSCAPE ARCHITECT MARK KRONBECK LICENSE NO. 26222 EM: mkronbcck@allimt-inc.mm PUM 6 ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.75B.3080 "N 612 75B 3099 Fwv w .alliant-inc.com F z W 7 U O G z O I- F W U W CC CC _ N z > U U 1 n.oCr wep wr111mn oMn. spcllxalim, 1 wi .uwrn and ll,or . e.1. u. - DRAN fRJf[SSICx4 .MR urW.r rll. law. of In. SM... er uwxF501. YW MVSCN. R e uuo 011 n ASSNUNCE/CCNIROt Y[WiK4: YM OR .x: CLL pa Ja. M0: ]16-0r9B 1 1x 1 of 17 a�.�a.s mlxiii 5(IILc eve .nhu e . r`m ¢.+[ ~+..awn.,--_mii� ® <CNc?ETE nIRVSE BLCCtING [NLKVexL 0[WTa[rrt v IpC} I� IFZY.ut •vA=u 4s 11t A�gruY fltYr :r w.. A r�4 'd —7 Iw FIOw - Inside Drop System IefYl sr.,tu..IN 01f I cn BAVN fff01 n• DIAYrrzR -E..N Ya,Rbwna YNELL[u 'E-Rau[Ex1p,y, kL ngp.xR WSi BE PM /.KxOH➢ B+M tlit T I;M :r= .✓ems..,,, 01f WICAE ® HYDRANT INSTAL T_ ENbmML R➢MMNr n �. r ern. ttr ir�t;Lr �rMNa uwNAalNyv�6 YC }�R Ya m1AYfRMYu1Y ae_as_e_es_�ca uAuxaLE casnnc AND MLSnNG DELAI EMI(ENC L�AP1wNI "✓�. Zia ssOx.tre 01f ❑em OM71AXnLM ® AT Won BA" EA'.aruwG RPMnpt M•t- SIDG 0. OEu r yew Yx1Yw wt tNnrJY�n eu ws®Ev w.s r tlrxYY1✓ m wuw A �Tw L w f Nuue�w TYPICI WA R ® RYCE [M.wVA(UPMMM `N n'lcp5 U 11a11�NL I YAN 411DSTAI- 1O. DEXT,LL Oq¢Lur. lO/RMXT •'��' xlll e 01f WP RA= ® DETAIL ew[mYt m ` 3LO, �N woMa _t bn enw ,h Ar Asa 8& I • ✓� ry�Y•nn 6u w�.ryv�. �r . �T Ntt, � _ s je~i � tul_e un BjLRI�b' ��tl. TVICRL GATE V4LK ANO BOY INST4411CN ENfu[Esw Rn.xnOrt 'M` 1006 PLAN m:a SLCTION $TC2 SE PECiPNGULAR� ExGEPmstt➢M T -� ' 3101 x-!u 4 txY rr Yob irlN F.IFO� Mu M4 iN ram•.-a�'�� nlnt+.+s ��w.. FLARED Exo sccnoN pp�IN1L I"M D T N� 1 I r I tan✓arm�m a,acog TYPICAL SAOTART ( LESS1NAN 16 DEEDJ CxTMELRYL ]EPMMNi -" x(CJI YeC Q q Im :As,K $ wa .x Aster w � r p rym.r. ...N.1.. N Y. Y.. mlf TwIGL : MA4E,EB ® CATCH BASIH YAHHOLE mNL MnMMxi v ]l Ox Il (14{ T ?t��y�'I �Y rYe,arrr Yn Fy.l f r 1Trf-----f��irrr I YU. iIPICN LURE u8I ELT2R plpFflNt D7'MNFxr a 51V] sTAxDARD $AWLARY 00� MANHOLE IqR: � eLAY M hM�LL RC�UL e' rawest ur. A off srAroARe sroRu uANxaE M}MEPoxG pEPM11EN. -•�� ]iC0 i Y� mY<a ante - Y rYr i~ SCMN A -A cut LsfIOL ¢vM11OL 33 G. p O` ALLIANT 233 Park Ave S, Ste 300 MitBLeapolis, MN 55415 612.758.3080 YUN 612.758+3099 FAx mmA alliardAm.com 12 cW C O v� Z i O xL F he U 50 2F R N d < cc J 41 Z FaF W $ i O Itl 3 N fsi U G 1 �NYWm� rgert b pnperM !r mt er uMx my mil wwarl.Ien em Iro1 I x a,lr Yt.xw PROFESSpN.tL [NGIM[fR uMn Yb.+ el Mt $Mt W NNCYJLA YARN eAuxN rt �I --�P 1-s-le Altee ert LaY� a OOAUTV ASSURAIIC[/CONTROL aswNEo: Yes oUw: Eu reohcT . ]1n-alas 2 "En 2 01 17 j',�xeexaas+erafmu— �w CCNCPETE FE:ICErvCAL -i' EN-4ar:CES S6i ® TN 4.Y In0U1 GR55 D 3x. pfc — '- 5-9 �1 i1..IAP li��jri lNZ�' 1. / � i Iys �allljl:. Il F'/jay/ �dghl,�'•.®16�. w i II i . ig I, III i6 i �f PeEealrian a[a F. F Page . of 5 frlL.muK RPNnWn •u` 5}15C 6 I I_ PROJECT NAME .9gicr asamna.-. . r.r. asa[AnK N9 x5R avian- e m E x�.eEE tSN.�m WSMCM. YIX �. shim xw¢ a �:n PomEs a,�w�c arax z+.srK. oars .r N. oPvzrwEmx mR.xvz sa NNu x.K «c e.navAc .R. al . mlw ss mr,.r.•'aa CEv£l6'NENI ® m=o 9cN ayr_w5 ¢^ur:[n 5313 J-0 E-- _ .Tx PNO &RNWi CURBS • 53C9 w'•«u aos'a , aw W. Offi t ii •YMMI�wY�s•s:La tyr �rt ` tBE ` ,A,M;�xror w Cs 919W9 I STREET AND 1RWIC LGN INSTALLAMNI FMA[ERmE mwluLXl '}° 5711 U war ra mr n.m mw•r�:,'P r \ i mIf :. T � Is RmER Cro[VrK liour�cxr .t09 I I CdCREIE SICEWµN [wumc aw 1 "tea' SIT. i�i M Ys� rwt_ 'mR STANDARD WRNCE TC UR9 EMGw£ANL rcxrl.[xl "- 51�+ I� P—lrPaq!lm Cure R— I� Iel 5 [ KWc [dunVwr -- 5315 11 Cal G >K tG1El�rwrr �® A, SUB-91REACE oRAINIILE ..n£Ewm LLP.1n1YExr c sxss LI )III EIR al - I � -I-Tu Kura smu:m u o.wMfg SUB-SURFACEPVC DRNDl0ND E0XRUN "OTS fP»J 1— �l I iFk;rN Miff P.aesbbn Curt Rands Page 3 N 5 [1rI[pnC LFpmrpr 52:1 a✓ 6 J J R«NNg e� Ali d ® �CACENENI PUS 06 ALLIANT 233 Park Ave S, Ste 30D Minneapolis, MN 55415 612 758.3080 .[vN 612 758 3099 EAx viww.allianl- inc .cam z z cw C 7 f10 0 u z O i= Q o w ¢ y w$ O W 3N U U 0 I MrMy eeMly MN IN• pbn, pwNkaXon. a npM •m � wwewMskw utl Nbf 1' • eury PNv«e" m[[591W1 [NasIEG PiM•r Al bw N II. Sbb N NNMSaIA 1-3 Rulfal, rt I-3-19 .].m gN. IAwnr w. WN.11Y •$SBR�MCE/CONTROL n lurz Ill a. p 3,H SITEa 3 of 17 LEGAL DESCRIPTION vale I vat Of the Namwet Water of Its Natnwel aorta o1 Section 2e. TawUe Its, amge 23. Cor w Ce".4 YMewla, aevaLM m IMs oe 1 the rwrmeml coma of Its xamwet Water of wE Seeliar 2e: If—. to m ae[anea 6e N of Scum B9 0eyem I9 mmlm e3 Wants Eml along Me North Its of wall Nwhaest waver 3M.W fall: thence South 25 eeyeee 26 mi.1e 43 eecmae Eml 12&W feet to e pant he The, cwtwna of State Hiow NumCo ql she point bawl Its point of apioM, of the t xt to be 0.acrheq Ith,e eeetwY olmq wb aMolie Whop a non lagmliof wre that Is to the north, w4 chew no.Nq a contra male of W "are If minutes 52 secmae. a ohI Nngm .1 621.15 feel, m ac I"eft of ".73 Nall. a chord bearing of South )e alWeea 12 ~eaU eecags that aM a c d Nrglh W 99.62 Ieel: Uwm SwU )9 aegeee M m:.ulee W w[mm Fml re , sofa oen wiee aW longml to Ion, amLw tune HIS Neel: If. swM.N., along sha centwwe 0.9 . tangenil cw. that is concave wwstool to the slnet,stoolnavig a central or,Ie of 19 del W minutes 53 aecooete, a roaNe length of 2316) Neat. on ac MnIU of IS, m MI: Uwce coatinoo, awmwslwY alm9 eud cwlwi e along a caryatid taR that N cal . to the muM.N. saE cw. nerving a central mye of 52 aeyees 16 mN.lm " wcmas, o rceue lengU el .2760 that. on art, Im9ln of MAIN het. a chord thee., of South 33 Q %,. IMn[e 9 Vla W ,r Wait. a s 01 minutesaM sec000Mi East Iwl to Its Wel Me of ebb , rthwest Me ae� t dmq wn corth W end e t of Me Weal NN of teed Nwmeeel Qv,a ofM2 74Meal let to Its Swln Nie of Its Neln 66oea Iwl of Its West Nw d Me Norl id S Worts of void Section a thence Seth l- Myeei t rink Ki eJ eecmA Evil along aver 5wln line am,4XII3s Feet to Its mlwy rifle a" n of bm4 A .,et Nattier 312: Inmm rv,Mmlwy dog said emlwY ri2elel-Way e. along a mid 2 inul. So that N cm[e. to Its feints hotel M. Igin9 t c 1 7I awe el 11 Wed e2 mi Nor i, m, o rWsn s 43 el nds Ea t. a on d l ngth of ) 4 l Neel. a h, N Mw.q el ess 1 fie doyen 0 minutes eJ ewmae Eml, o chore ImgU of )tee Iand 1 t lln 16 the e miytw W wcaft. ene ono y estwy rynt-el-ery Gal ma rot tmgml ,o Ue feet ktct . ]6. hall: the 1 said along wia eeelwY right -el -soy Ii. bag a non es 47 a tenor mm t cmm. l9 me wall wb arc noting a "M m%9 of I) aegnee No North W n ewmee, a '. Nngln el 9East. het, m ac h of M 30p,110 het, a hood me a( aP 20 aegre'ee t No.u,ef or w[abs Em1, a Nod IergU of 2966I Iwl to Its Mwln line e1 wE Nvinees, Wvlr. ,hence NeU 69 Open 9 minutes 43 wconw .1 bong said Meru line and rot Imgenl to that0. cries sv. I .26 No to Its hwlw.e el Slats IGpny Numper ql; Umtt ewlMealwy along wb untorl.. along a wn Im,enliol ar. that a c - to me —hael, wn cw. Mr., a 2n )9 AM. of Nl thow. Sat Swin 51) md g m^ tes Mqm o�21Wast eel d b.entn ofof 221.60 Net 10 the pawl of ba inneig eeyM rxr Walt a q o pace 2 Let L Bon\ 1. 6Mepy Npm. E Cwnly. M.I. pace 3 LW 2. B 2. Ga1waY ear,. Ca.r Canty. Mi hmole. pacts e w"ol A PolewY Math. Ca.r C In MiMwle. JMNr k VICINITY MAP - NOT TO SCALE 4 aa� s e Lake Su sarl� b'`.n yC 2. may. , i re thed �v Pe4 a a "Nib ah a lei vd ,pT 1k a 0 25 50 too SE&E IN FEET NOTES 1M.... sal M1 PaeM e.aigNn Mean 1.a m en Epee nc a, il.,n.+an lwatl . M1 mmNen er e. iwaer�a Pepsea br s.aw TM1 w.,mY co,m.a. M w gloeoalna. a.w N...a6.r m. zone. z. Tla ioam.. .gmaaura..e emlpea norm on Nc,nrwnmm Cypl+sae a.. u •reVnfa e'9an1Y snnY trIe•.1M ibmm� e.e aaiYe N e m W into a idle/ nP. PT'ew q.. a atv .a.as e,e r.e Icm6v. anon n.Y ne Ire e.n vPM ell ,me. weml m mrnacvan a a.qn. 3.TMaYrWbnMM1bwig ese.nee..dm M1r r aerewaree6�.., x.m3.tWa..e.. Cawr LL,^V bare,en E®amM1 Mrv.We(baanN SYem 6aNwnS ,Xwq.l®e Non IWW Ww). e..N mum ale. eel S The area dXe more a.plaee prryMY is e9p® wue,e ball oe 105fl5 eves. o Besk SureyaN m,McwgeY. AFWirnrre AEaE' bm,xln6eMivaPak, WYvi.mM1 Falaaeoeea So,e Mgrwy ,m. Nprodnme'y rvenamle sawn o, wnpv pmoeM I,®o,ei.W, ala,5e1 ,.1 ruww LEGEND 83II W/eUP _-e VapY0aY 9PR g N�x. � mo[rt 9Re¢ �L 0 Pnenanee vrr¢ ®�nMr Oa+a eve mom �a Iecl • a nrem en - 6TMM( rut o1.oRe rho mn� a Isr[I s a Pram eft ro�� spay ee n./Alwa� ,�mr,q 07CI[ �e 4Pe MIIY m h e T lM1ur a1x. emena+s �� BEARING ROTATION DETAIL- MOrrosca-E N LK6NW l/e 6 YC N VACATED RIGHT OF WAY f .. RED RAIN r EbSTING 9RMNOUS `TEAL RENOy EXISTING /FRdI \ / REPLACE W/ 9518 CL6 l - 11 n —5TRAIL/WALN (TV) 1 I `` INF. INOUn6T.E to I FED. RAMP PER CITY OETAL EMS 6 \~ A � / E me— CLUSTER - to 11 \ \ ARWG SIGN AO W. BEANO CURBI OUTLOT B 1 NrA HAIL TAN IOi UW LEGEND: - - - ExSTNG EAYMEM UNE - PROPOSED EASEMENT UNE 1tr m — — BUILDING SETBACK BOUNDARY UNE LOT UNE ROW YL alO—� tort c 0Z 0 20 40 80 SCALE N MET �MATC11 EMST. J IE NG---� S MATCH 2' RIDE CONCRETE PAFWNG SGN YN. BEHND CURB) OUTLOT B 0 My SITE PLAN DATA (SOUTH PARCEL): f _ _ EXISTING ZONING = %AM-PIµNED UNIT DEKLOPYEM/RESIDENTLLL DISTRICT PROWSED ZOOMING - NO CHANGE - - MW LAND USE - AXE➢ No GRANGE PROPOWATERS EDGE DRIVE PROPOSED D�NIT5 - Is CUTLOT G AREA - 2433 AC ` V1fATN1N AREA D.NI AC ROW. - - TOTµ DEVELOPMENT AREA 2.827 AC TOTK PLACE[ RRMWS MU - 1.6R1 AC (59.5%) �mCT Sf PRIMARY STRUCTURE sETBACNS. i (IWJRIC) y SOUTH PUT LIMITS - 25' LINE SUSAN DRIVE 25' TH 212 - AO' /9 g1NATE R•AD WIDM - 24'BACK-MCµ / RtNATE DRIVEWAY LENGTH . 22' MIN. (22'-26- RMIGE) Ex I -00Un'gnf4 am IN1TCH E cST. ADD STREET SIGN ON EMSTNG STOP SIGN. FULL DEPTH UNCUT REMOVE EMSTNG PAVEMENT CONSTRICT 13512 CRG MAINTAIN ACCESS TO GAMINAY PLACE APTS PARING LOT L m. NO, ` a 14367 (6 UNIT) R 24' TN LOT WOd 2r END LOT xD m pm TYPICAL TOWNHOME LOT DETAIL SITE PLAN NOTES: P ' � 1. CONTRACTOR SHAUL FIELD VERIFY THE LOCAMNS AND ELEVATMS OF EXISTING UTILITIES AND TCPOCO IC FEATURES, SUCH AS EYISTING (O WITTER SIZE GRADINGS AT THE ME CONTRACTORSMALLSMALL N D TELLY XODTO METSEARi OF \ ENGINEER OF ANY DISCREPANCIES CO' 1APATICNS FROM THE PLANS 0 1R 2 ALL DING DIMENSIONS ARE RE ER L OUTSIDE O AND/DR Soot E cUK BUILDIP) PHASE 1 / 11 MUSSGOIHEIM5EE NOTED i0 OUTSIDE OF BUILDING FILE (Trv) NNDARY 1',\ I S. ROPER TO ARCHITECTURAL. pHMNGS FOR CONCRETE STOOPS ADJACENT .rI Vl ` TO PROPOSED BUWNG. \ �! 4. ODM1Ml0U5 CGOIN E GLAN S GUTTER WHICH CWNGEs TYPE SXALL NAVE A MIN. M TOM TPANSTPON ON PRIVATE ROADS. -IT S. NL CONCRETE CURB AND GUTTER ADJACENT TO CONCRETE WALX BE lr ••\ OGG). \ S SEPARATED BY A 1/2 NCH EIPAINSDIN Gs � lOT 6. PAVEMENT STRIPING YMLL BE 4 OWN WARE. PYMNL SINGS S1W L E_ yyT e Or A MJ IONIC AND DEEP. �< \ 7. ALL NDNN WITNN ME R.D.W. STNL COMPLY W THE OW ENGOOLl•,- Q DESIGN STNDORDS. �� B. ALL sIREET $If.NALE. w&lt IT WMATE. SXNL COMPLY "I'd THE ' ` \ / WNWL ON UNIFORM TRAFFIC CONiNOL DENCES. \Z \\F 9. T16DW PNN(NO FARE PARALLEL SIGNS YV51 COLDLY WTI CITY ADS. E. iXERE 5 NO PYWlEI PAR1tNL µLOWED p1 PRIVATE ROADS. \\ ... 'I \ \ 10, ALL CURB AND GUTTER TO SE CONCRETE 8612. SURY01NTI81E. OR \ \` \ Stiff, YP TE AS NODDED. PER CITY STANONDS. \ , \� 11, CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS Alm ELEVATIONS OF \ \ \ \ EZSnNG UnUXS AND TOPOGRAPHIC FEATURES, SUCH AS FASTING GUTTER GRADES AT THE PROPOSED DRIVEWAYS PRIOR TD THE START OF SITE ENGNEEEERpOF MYI DISCREPANCIES CP VAMNATITICHIS FROM THEYRTHANE S \ \\ \ 12. RETAINING WALLS ]O N HEIGHT OR GREATER SHA L RENIINE A SAFETY RAILING. \\ \ 14 NL BUMDNG$ NAVES SHIALM AND PATH ( M E DXY. AVNLAOE. \ \ 14. PAIRNL LOT SIRIRNG $XNL W4 NO1 'ATE fPoKY. 15 MAINTAIN ACCESS i0 GATEWAY PLACE APARTMENTS WRING calsmucnw ax PARxNG LOT AREA 1 16. ANY DAMAGED PAVEMENTS OUTSIDE PRDLECI UNITS SHAL BE REPLACEO ` WITH EOUIVN£NT SECMIN. Ly\ \ W Op NRUN f I 1YW1Y — Pa moo ^,ilvsl �A.N 11s ROAD SEMON A (24' B-B) rarn'— tr Two '�W.W �x 1 CONCRETE `MA W m pITp NDEWAII( ROAD N'b LRD W ar•IRAN) oa artxNl oAW SWI NT pti ya� ;�A vAN sp DNEET A) T[ TR 9s1 EMC e[oxH Q OtL r� mrnr f Sw 4A tN rT ID6t uAtuM W/W?r ROAD SECTION B (24' B-B)Nwwww,c PAVEMENT SECTIONS G 116T£aT Ma".. a ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758 3099 FM vRr72.alliarz-im.com EA 3 W z co U � Z J, o a Z i 0 Z Y2 U r IL C W ¢ V a Nc Z W W 0 a 0 F 3� y in we I n.nw codify Not NH pan. :p«Ilic.li . for "il . abn . .."le— ane day IF a gulp Llo.n.w MtheOrEs5Jaw.10xLL "GOINJ anew the SM/.�al YIx XESOTAf Wet RAI1504 R 4Hp OtOMY Ibr M DUAIITY ASSIMANCE/CONTROL [f 5101WR YR DRAWN: 11 WO![R ID: 2t6-01H3 5 ]Mn 5 of 17 a5 � \ `1 5 � sate A5 1 95 131 ep 1 � 5 1 , OUTLOT 8 N V N 5 +\ o ER EES .. 12- 9 `A, IN MI w4UCWG 50II sPAD 0 20 40 80 SCALE 0,50 1«00 SECTON A -A GRADING LEGEND: ONADIo Loi uNE C`ry i� OWT K nAo SEEN OEiAI[ Pl 1 NIO )SUD 10.IN NER PRCP030 91ApNG fCO1PMxi ROM E F EUEOOP O.pI WAGE [LLA EIFVAIIdI (1i T CIO JAII SiECi1E0 WI15 MA 6E ($Tli IW15) _ WATERS EDGE DRIVE w o« ia.�s s E%ISnNG LOONTO — 912 — PROPOSED COMgM SPOT F1LVAnON 1N 15.0 TOP DO WHL E ATON —ft 116`1 8070u OF NALL ELEVAIpN \ DWCDON OF DR/JNAGE EMERGENCY OYERELON ROUTING RETAINING WALL A �� • 5■ • PROPOSED WON B IN5 PROPOSED 5TORL1 WKR I 6 MIN ,19\, p -.------- PROPoXDE IAENT \ PIAI LINE 01 910le"o 4p td S _ _ Lot UK vI RIGMr-OF-WAY *,PD, S1a41 _______ r PROTEUNON LINKS 1 a'•T o -y. y. n ,• .' .....-...-.` ExrsnNG VEGETATION UIM m QHz. RE EE TO WAIN (PROrta) C aa.2rz: 1.2, - DRIVEWAY SLOPE TABLE: + a 2 4 x13.5 G^f, �s. I. L cE91EaTAT PATS: L R F,PL N ALI NOTE$: 1oDaN DT Reluv WE Y/N* sI4R 2sIX .1. PSI a aeC1 2. *p..65 NtlPPN (SRG SWI) r.M 6EORI(Itf PIHIIL IIRP. ROCK WEEPER (NTS): (AT CF3J'fERLR4E ELEV. TC LENGTH SLOPE °.: I I 910076 25.65 873 I 2 91091 2A,00 871 1 3 91101 2100 905 1 4 911.17 24.M 7,63 1 5 911.27 22.00 7.86 1 6 91139 2400 671 2 1 IWA5 3600 3.19 2 2 IMM 2T% 4,65 2 3 90935 2200 6.59 2 4 90932 24M 700 2 5 909.17 2200 6.32 2 6 90899 24M 8.42 3 1 9D8.68 26.00 8,92 3 2 9086'D 24M 892 3 3 909A5 22.00 886 3 4 9D9a 24.00 7.1] 3 5 909.43 2200 ].14 3 6 909.62 23.40 5" PAD MO . A wr . 96' 5 LINT 120 w 6 WI - A. MNn isRn I I. •D. eaee.r><w 1c Pas • .m eAA: e. a SI eR' NE aw HOLD DOWN DETAILS SECTION A -A .. PLAP SECTION B-8 PLAN VIEW INFILTRATION BASIN EMERGENCY OUTLET SECTION (NTS) a ALLIANT 233 Palk Ave S, Ste 300 Minneapolis, MN 55415 612,758,3080 MaN 612,7583099 Tu ..alliant-inccom J W U Q a O co gN Z m W W 7 Q U Z G 2 n Z 0 Z O p z ? Yg U Q D Q o wccU d 6 N p a z x (1)o Z Q o z O cc 3 U c5 NARY pelllw. MN Pbn. apclllcollm. .c w°�1 p pr m° nyr I ONdl M PU Mcl I LR 4�A _. N IOITWN1NAL ENDINE[R uM°I 1... of M5bN 0l MINNESOTA A�N! NNR 4VECx. ft 1-a-1e .a.ao ow. LMAnA° xe. OUAI3TY ASSURANCE/CONTROL R WIF OATE 12-I-n ISSUE nY II IA"rAL 11-1-17 CUEW CONNEMrS 1-3- 1. cow1rR11eLIw Does RRODEOT TEAK DATA ofswlRR. WR wNN: m PROIECI M 211-01. 6 swu 6 of 17 Z 0 30 60 120 SCALE LEGEND Eisnc CWPAw PR.7C«I CLMOIR DRECMW S, .."AGE D 6 wroroSED wiM SIGNS NYM'ED WOM YRR R.VPOEEO EAUIM POWER, . SETBACK WE LOT UNE _- .-OF-SEAM GiRE TO PEON _________USE REE RNRCIIN WIS OOA PRE 00 4 WOm RawsED SAT FENCE fP, GA WD MY — s — PBW#p SIT E.R EPOS, GRAAG) rlE RN.(T]X «�+ fDND / `i J ,.aaRRn DRAPAA¢ R.nFc Esc wu rAruc RCC% C.6TRC,MM MRNKY Sol (.RJKLSWm) « NEE MACW (TEED) G. DWRDW C.IIML BRINE A WATERS EDGE DRIVE APPLE THE g` ^--DND—^ y see see - �' rfwS IO15RONi >Y S) '.9 _ of 1-il P RT%A, SI C P O B \ N AS 4 Era JL `eT 01 9• _ EP PA 59PF I P .. T/ V 1✓'.% RA q aG_ P1��{il L ; m R I \ 1 %A 9y . °s, \. \ ♦ P W � y MASS GRADING COMPLETED IN 2017. PHASE 1 STREET & UTILITY WORK STARTED IN 2017. ACTIVE SWPPP MAP LEGEND FIELD MANAGER TO COLOR CODE WRING CONSTRUCTION AS NECESSARY CURB LOGS / O&ON SEEMS =SILT PENCE =TEMPORARY MULCH COMER =BEET PROIECDON DENCES =PAWMENT (DRWWAY/nOADS) I IST0CPWCS =BFF/PORT-o-Porn TEMPORARY HYMWULCHUNISON CONTROL EEANNET =BOCK DRIMMAY / ROCK PADS =SAP SIGNNALLeox 5i6- a A _ o ° \ RCD Is �-, —'A'By... EA 1QD-xA k ` �x W4 �-^�-�g _ ♦ `WAIa�/1 4' DISCHARGE FIDIII MA.J AQ TO TAKE RIIEY 1.RWAAT yiur RA1M u mN o Q'- - - q T. IASW OMMEA DUAL. �pq S ATE HIGHWAY 101 SEGMENT BARRIERS 1. SILT FENCE (MI.DOT 3BB6) ANTI -RAC&: a COII STABR 1. 2- CRUSHED CLEAR ROM, I. I]� RMP'S GRADING SWAW/MAY 1. ACTWTY CONCRETE NASHCUT IS DONE BY 2. CURB LOG LAND MWLCPMCNT) WIDOT TYPE I MULCH TRUCK AM A MOBILE wASOUl 3. AGO, WEEPER 2. EROSON CONTROL BLANKET SYSTEM PRONDED AND COMPLETED TEMPORARY SEER OS WWi CAT 3 BY ME CONCRETE CONTRACTOR. NLi PRO1ECPd OF �c 1. WWCO (WDOT TOE 8 C) 2 AFECK STORY T YnWT-21-EI1 3. (DAYS D(1 HW)RO UL& SETA 3. SET SACK DYPE A) LKRT TYPE A) 2. WT-22-11 2T� STABB12ATd) •. TURF REINFORCEMENT MAT JINADT A DANDY BAG (YWOT TYPE B) PENN MT AKKT ....._.__. SC250 NORTN AMERICAN GREEN OR EWAL-MNDOT CAT B M 1. SOOOT 25-tS (MBIDE?InA TURF) 2, SOD E TO CONTRACTOR: GRIDNG COSTRAGI« IS NES°p5aSE F« MSiALLAnd OF CMTRM BEST u/.xAGE" PN.cMFs (.CS> AS SHOWN In SYVPP (f XCEPT P« POST GRADE BOPS WEDGED ArTW UT111T TM AMPS ARE TO BE IMTALLED AT A .WYUM AS STOYM .Ass WE SWEET AND UTILITY uEw RSPL UT AND -PLACE EMPS AS S'AUL NXwwTLITY CMTRUCnd=MENT SNPIPRONfwCAWiRum MRff ApppXA1 MP.N C,MPEnM OF STREET AND UTLITY c.Is111UCE10V. ME sEREET AIU u141n CdAILT« SIAu PEAgK ANY .PS wsiAlID WRING WE STREET wD UiLITY MrSE MAT rAE NO LdLiR R[WWED AND COORDINATEME TRANSITS OFNI MRMi 1[ydSBEIas BACK TO E CEAEL«ER ON TEMI THE FORTICA OF ME EPCES PEMR AAPSFRIED I WE CITY AND INEIA COMOAC1« EROSION CONTROL RESPONSIBLE PARTY: PULTE HOMES 7500 GFRCE RIDGE CIRCLE. SUITE 325 EDEN PRNRIE. MN 55 4 CONTACT: C� ONSGARE PH:952 723 EM: cXPO.ona9Pr40PVIte)POUPca. VICINITY MAP SCALE. 1" 3000' CONSTRUCTION SEQUENCING: MASS GRADING PHASE: NSTA. STABILIZED CONSTRUCTION ENTVAACI 2, PREPARE TEMPORARY PAWING AND STORAGE AREA. WSTAL WE PRE-GRNDAG SILT FE.YS AND PAET 2"TECn« 9Pa ON THE SITE. CONS., AL WC -«ACME EROSION PAID SEDOGII d C.ITRa }Pc 5. C.PLEIE MASS GRADING AND INSTALL FE P«ART AND PERMANENT SEEDING NO PLANTING a C«SADCT PEAT -GRADING SAT FENCE d WE STE. STREET & UTILITY PHASE: 1. PI UFUMI INDIA TANS. STORY YrtRS. NMS AND GUTTERS 2 MSTAL WARAP Ag1Ni WTET STRUCTURES. 3 MSTAL INLET NgTECTIM MWTq AL ST«Y SEDER STRrCTRiES. PREPARE SITE F« PAwrG. 5 PAW 9R. A NSTA ` NIFT RIGI DENCES M STA . POST SWEET AND VERITY SILT FENCE B INSTAL SYAL UTBITES (EIECIRC GAS RILE. CABIE) 9. MOUE AL IELPCMMY EROSION AM SEDIMENT CONTROL DENCES m 6 SITE i5 STARIZD). IF MO.MD BY TM CONTRACT CONTRACTOR: SWPPP BMP QUANTITIES (PER PLAN): DISTURBED AREA 10.5 AC ENEBAW CONSTRUCTION COMPANY SLT FENCE 5,2M LF INLET PROTECTION 29 EA FULL PREAECT BIOROLL 3,075 IF SEED/500 POST GRADING AREA 9.1 AC NOTE: 1. SEE SWEET B FOR ALL EROSION AND SEDIMENT CONROL NOTES AND WALS. ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAN 612,758.3099 F. www.alliam-inc.com 0 0 N W Z Z Z Yo ¢o w a< N F— ED < 1A DO m W 0KE W Z UI U 1 MAT, c.rm, EMI MN Plan. F—IIIIIIII , or r WrI PraWrM er m. or AM' Ay mrM w'M.laa aM Mar 1 a eNy Uca..aa PN EMAMEMAL EX«CER uWr Mw .1 WeSM, 0 PINEW. � n MAW RAVSCM. PE l� 1-3-IB ASAM mI. u..a.. A. GUI ASSUMNCE/CONTROL OCS C,. ON DRAWW: ELL PI M zia-a1W 7 MEE 7 of 17 ---DND- ' � BOTTOM 899.00 ---- v � � \ T00TYR 92 ¢e \ 1q 0� OUTLET B ,AEG IX , TURF REINF MAT _ 9 TEMPORARY SEDI AREA wr TEMPORARY ROCK CONSTRUCTION ENTRANCE (PER CITY DETLL) TOR STOCKPILING 6AIERIALS WRING _ _.. - _. ..... TB -` 9 URET TEMPORARY TURM SERER N OSTND RP RAP. ins.p DR ATOI Z NSTALL TEMPORMY STORM .� SERER (APPROXIMATELY con 22D'-12 OR IS' HOPE. <- I Imp USE BENDS/FITTNOS A5 AE EMS1 .L NECESSARY TO INSTALL. -'AaEX IF PIPE CAN BE REIM)RED ONCE BASIN IS COMPLETE1 - AND ONLINE) OUTLOT � g• a N �\ •\ \ 00 3\ \ v � � o II OU�� PPE TO Iw. y I I s �E 1 \ • MASS GRADING COMPLETED IN 2017. • PHASE 1 STREET & UTILITY WORK STARTED IN 2017. WATERS EDGE DRIVE p DND- 4 �I P�N�¢� lCCIA 06 W[Djz_ aNi f. 4p �P do / G 9`A y f IS s 4p' C C�9 oryl� S9 LrGs 92 LEGEND: M. C. AMUSED CW" mcra Cs . RAuros[D aTcn Psms RWNSFD sow u.[R clroroSFD fASLULM fNrtRM1 lK s[sx uxE rtDE-N.. NoA - EySW TREE TO RI - WE IWTFF'. WR — ARE— s vRJPoSLD SAT R.E (m CFA.aI'1 ANNIP rsE oNo So PoI 50 ITWE tPoST GV/LwC) ❑ NN, RRORCT. DND w „DT y-,AA Acd� - - RNISw.wr UAA.E R LK -._ IXANC wS GA,cft uc. cOxslRJ[tgN Exlwxv'[ ..i:TINx I..a (Tro) SCO (TERM.) m WG OLRos°R -A-RA N—a — TEMaR.R. sow SERER ) a ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAA www.alliarit-moom W O F O < G Lu w Z (A i O p 2 y o C.)a = Q O W Z d < N ~ O (A c < z 0 wI < O ¢ 3 U w 7—by codify Mo. of.A., „« ID.RIp. ,-".A o.R«I .A.. Rey mr. .�w�l.w. ew row I a amy uo,.w VROECSSION.LL [xLWC[R uM.r eI IM SbN RI N E INNES011 � n .un R.USd. R R ouR No. MAU" ASSURANCE/CONTML CLSCNED: All DEAFM: ELL -_--� MULCT NO: ],.-OIN Z 0 20 XO 80 8 SCALE IN FEET s.EE* 8 of 17 tl rtalmNvr TM DRRNo mt wm : VSj M SRi LENS HX1NE 9J[E➢OD M NIYI rrML KAVr YRvGiD uul RK1 NB..SSEW{BOOX� ,\ YNBE TATtL A'- uaA6 BEI RIETTE �RI LOGMI OF SYl RNa RI CONTxi m IHNNE GENE y,q 4W Pm.A+o- �'ENEE n)a pFREY fd1RO, �R I SILT Il ( FENCE ENGINEERNG KIET MET:1-'- 5300 J, x FW Lou ., WI.M➢AI FOR YV. WEPS B "N"A" MBE P 11 }E RUNfiT CAW STE / PATER i,1BR4 uoT rcsHHRK sV,yL. q e 9ER HDcx ARW=E�m�p�uB[� CONSTRU GCTION ENTRANCE ENGINEERMO [BERRATNEM w W- 530E SEDIMENT TRAP E NUE.SCINRE➢ of NIMCO; LC SHMCPEE. ION. E55 I'm. CORCORIN. MH OR EOUPL lBI #CG23 LOTHOI NDEE, r OGa(/11 "B" . o,H PM ElfMl Nq RpVLC i FILTER aRENWC CIBRrs/e6WCAT 1. REQPrIG'LL MIEN EN.T Rux -I �YIIRREp� I CATCH BASIN 1� SEDIMENT TRAP ENGINEERING DEPARTMENT W M. 53O2A EROSION CONTROL GENERAL NOTES: SEDIMENT CONTROL PRACTICES: OI.IINO UE T �n�exc w- HE . UNTIL . CR.Dcu PERMIT HIS BEEN os ErO ENTER, THE ulr a �. uouEM CDx�ROL RRKT(ZS Wsi L.N@ sEy.[M rwH LNTER.c s.w.a .slwz. rKLEDRG aRm IID GunER sSEEHs AW smW sERN Woos. x Boil HANNE EM TRKIECs (T S) REFER TO Ee05W -R) --' - BEH IKEs DEALD . THE Hpt. RROICCimG ENTER pyLlly M WRW MAs .M IK HWKSOT. C.'1 TNAN TACT EROLY . yDHEM C REI R.w1[IG I1.Ft N+TILT .,,EB SWL BE NM1F%WRR 1. THE LITE a ,W. Y COINTERI Np 6wRD ppRip Or USE. µ1 ROM NO BETEIWi . BE CONTER LD RCCTI9NG I. 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Ka CWS,RUCTd N. gRGsHR S 9I3 .s x,LPNIIt NRONr NO OREA WACICLs .s SFECH(O IN THE iEW W5, B[ IIYO W YOES S:I IM CN INEERR TO wPIX NET FINAL STABILIZATION: IT LEAsr R' O TORSON O1 CAY.AIC R.r N, As, BE B,REAO NO IKpXpREED MO M NETERLVNC REA OMK Iwl Sit TREµWM ... rCPSOL W5 BEEN KNT . M CWIRCT. Wsl LNI In, STIWIATp O OE rEE M CORMCTW WST TAINT R WTCE OR a., IWl) . b . Nrw NW S,KILeµax 5 <aLnElE OR NpTKR DwLR/oRLMTW IKamLEj IHs .s5OE0 CanwL N N+ RRF.S O IK y1E 1Wi WK WI WMROCK iNN STIBUUIgx. SIRBJ. CW NE KHMO x x( rOLLO x: v.: s11811t[D BI K'IHTISs Al MC 9rt NM illI CWEPEO NO NL XEs IR5T BE .aM ENTIREOII KKIIRY AEOI.EM CUER BEM I .x Or TO RRTRI MVLM SCR TIRE. UNDO, INE- K CpplpxS WDLCM'NtMYEN6 KCESyA, 10 A ILL . NNEs COSIRIICIEO NO ONN RARR FRB, RRCLIAL [ C.5.' NhTO l BE SIRIZ(0 B ALL TCWM.P sIMxEIK. NO ROV IIAY URBAN R2HMW p IO sE.R' COxIROL OVsBER �NERYr RNLa WEST BE NE.. AS C. TET[M1M0.C1. TRIBES CIEYI Qn Kl s[C1ENI THEY fIM(eNRFS ND POLLUTION PREVENTION MANAGEMENT MEASURES: iHE cWIRIL Oi sEMu WUMENT THEFIOLME MLNW RM1IENTW R BEAT Wwa[s ON LIE snE.. I. 5RD rn CO ETTO Y BBENT MLT AO PRT"I RI ftEI CEOni RATHER, P.ISM .gpEf, COSRRCIW NO CEROTRN OBI65 Nq OTHER x.STES .1 BE .T AT RROpER. vO RAi TCW. BEN MR'A LEWSAL KOUFEHEM3 }. IWMDT5 WIENER 0. USOII[. Nw, ND M HAIM9]E5 YP1. MST BE RROg1. sOKO. N[LEERIr uCODHM1 ¢NTIWEHE o .1 sKLI, . O oTEB OYERRLE. KETTRI A oIRS TO YOMGE MOS WET BE RROTOG TO PREVENT HAx045M sK1sR° ArEo-'i9n Enins, D, IMA.ROa6 RArt Mm R N cOHRA+a WH BREA LqCT[O2Rw��rtn COB.1 BE IT RBOIDTE OAOsEO O. .. W EKR OLGREASOC 6 NIOrtD O SR. HOME BUILDING NOTES: LOT . OORRENT HCRWRS E N SIDBEII OR0 r TON nAl1fa EEmCo ONI .1 BE Lm vsa LOEwREENOWW�`ww slut r NRI As HIMW . 1. A TORE RASTOII 6 EXRE TRIT HE . NM A IEbIF RAyDUI sESTEH RRO.DED .W cONTRI Rr THE oNoKTE COGR.CIOR. R6TNL sEDHKM BRwERS HR cR.rcln Rp saws . lNI NSTNT, AT_i . CCMROt' FNI B.Q Or. r0 THE. RKN .I E RRESCW BOTH . SO5 O SIrtMNI SAMPLE U09M CONTROL PLAN FOR BNEWWLL LDiS =a LOi - 6a DOE }� 5 +� �b 7 R... NN. 117 L.aaR'l/.•a 1-1 -1w1 INGE ;.R R- RE EIRTEEINT an px1-v�N-.sen Mv. NM,. • �MB�pIENB� EROSION CONTROL FOH 1 INDIVIDUAL LOTS (TPP.) P ba ENGINEERING DEPARTMENT NI 5302E EROSION AND SEDIMENT CONTROL MAINTENANCE PROGRAM: ONCE SLT FMw aS EWRr µTER EACH RI AN. N LE45W T Lr WRING poX. Rv(NL WECYIiV 1pyl fNONCE W 1.1. MI RKC }. p4[ORNI - F./6C TROLL BE IERY'ID .1 RHEA I ETECM1Rg6 W Yc. NE "EYE. RagE M b/B61 6 W LOK£R KCESYRr. SEMEN RW Wµ - YWEM TENPIN yaVID BE BE. µTER FERN Slpb III TH HM BE PLIgND ETd On. K.W .RRNVI.Tal OE -TART IK HE. CC THE RATHER. Mr YWEM REWMNG . RAGE AFEER THESILL FEE.OR "I F.9et K 6 x0 URGER OIEO sw1E BE pE55ED 10 C(FEpb RA BEEN o,I GCRIdV/R➢. E. Rf¢lT RINI K NVRiMSR 4E0 In, OR SWRO AS InCIED IN NE ENGINEER WAREET F OF PoCN INER ICIIW 'I . . - MN Cp51R000. CMWKE 10 BE -1. IN GCOO RORXNL CpdIW, 1. N RITES µD I... LHEL, 10 To R1 N nE . TOCNNG OR OTHER 1RN5Fm N . OE THE STf 5. K. R SET RKC - SILTRIQS Y L BE WRITHED NEN TEE BENT sER.ED ENTER 16Erm BERRI M NET Term THE wH.® SLWK - EMS aIN KRwNCxRRY E SE.}ED. MSA IK ERE. Y. ,S TO BE NROYD LO4W THAN BI In WIIM, THE NEAy BE C0.EKD NTH TERMRYII He.. LIEN RRE ones /WI E PMRN:Ero W51 WurxELr NSFECI THE COxSi . THEE Wa nERr SErErE (1) An aENw ICT.E .1.1. BARE x. WUK AFTER TERBI EVENT QGRR THAN 05 NCKS N x. Ww5 NL NSKCTRM . MWTENMECL CO EEHI . CO6lp1CMN .1 R KCCRGED N RN1K .Ip 1KY REE. Nfi, K Klu(D RTM THE SMR IIECOP O . M3C[MI NO WNRW.N[E YIMM1 YWL KLLfE.. . OTE .W M O NI C. BRIBE or Ne"I cNoAOE RERII . OR REKciWE REiCNG KCCWEWJWS rOl [OFECTK IIERN, 0. ."HE K 1. 1 OILS TIES. NO INNS CME1Kr RNT . KTMIES C nTE AW .Ialw'1 O ALL NKNL . ORE'[" TWEE I/} RHI I., RDEs) N x. NO}5: r. TORENTN O CWNrts WINE TO ENT S.,PP.S BE. N pw R.c. e. . BATS O M CWSAUC,W SN[ WK N[N(M rN4 sbswNER. M KW KYN6 W OTHER WENS O STE, NSPECIIWS OF THE ulBU" AREAS , R KDM-0 EO OKE KA WNM. wEK RON Ws BEEN sVSRKED OE 10 K}NE M PROBE10 R-L,VE cO Txrw, -I NEREREN OPENING THE REORTGOT BrinCTIONEI DCOES TIRE'� 1g51 lYR %ERE A$ TENTH AS WHEREOLCUK .1 W MMoa R �=`T T- s WE Rm RA OMIY,. N•QrsRW WedT�"izLA"�N.REer Tq EO :E 'NTH f.BR,C EUYR .'sS ! Rao" ANO BO Ox rS ,SIEBnT VOI GOS' U9 f t-1M CMM1i ROBS upICfEI1plT BE., IIBRC Is RB -. bb HE"N" �npT IT TRTEW - Y wRNHe" BwI BEET,r EOE 1 .1-THUG �E W. TO FIT 'T THE. SIRUCNK MM 6' NMRVR R II, ErIRi or sTwc sl 6M E. E R. EI I - wol+ - .,..GR itsON SILT BOX SEDIMENT TRAP ENGINEERING OEPAR WENT SµL c. Tr ..raw<s.LL..:nTH 53G[.. �Ns m ver. � Veg Pal.w r r.m II- BE�� Ilq END NEW 9LE NEW o�.7 FAIRCLOTN $NIMMEW DISCHARGE SYSTEM WTH EMBANKMENT rBE Pu'! A ALLIANT 233 Park Ave S. Ste 300 Minneapolis, MN 55415 612.758.30BO WUN 612.756.3099 FEE . alliarxl-mc com J w W 0 Z a w h O Z J O lY F Z U 2 w F Z w U g a G O 0 Z (n HI z O Z Y g 3 U Q a c w Z as y O F o HE y y W 0< O ¢ 3 L) w I xRnlr .RTIIIF NINE MI. plan, I,R,IfI alb', RE npeT 'os P..112 T m MN I^Y Jir..1 RugMRlonRa nG MN I nu., LI--d P.... SSIOx.L ENGINEER undo Ro1 NTH LIMB eI IINxI �A i K E s-3-Ie aHw oN. LIc.NN W. WLLI11 ASSURANCE/COIRROL ry WlL DALE ISSIK KWNT In PROJECT NO: 2IR-.T. 9 al 9 of 17 EMS. ppgpl- STONEGATE ROAD 00*4` UTILITY NOTES: JS PN EXISTING LOCATIONS Yq EUVATJONS SMALL EE WRIFIED w FIELD PMM TO s N. ' 2. MAINTAINA MW 16" VEFIIGL SEPARATION AT µ- PWE C SMS, WATER AND SAWTYry MWCR UNES TO WNTAN 10- VETIVER SEPARATION. LOWER WAMINA W AS NECESSAH. 1 CMITACTOR 5 RESPORRE E FOR AL PERWIS PRIOR TO TI( START OE EIX4IRUCIpN, N 4. PR M POLYSMiENE WSUATION FOR AL STORM SEVER AND WATERMAN CROSSINGS WHERE VERTICAL OR NOWZONT& SEPARATION 5 LIM 1NAI 3. 'I 5. AL UNIT' WORN mram TIE R.O.W. SMALL cGPLY WITN INE CM OF MANNasYN ENOWEERWG GUWNES- 6. NOT" OOPKR STATE ONE C , H NOURS W AENANCE OF Att UIMIIV WqM. 7. %NONCE TEYIgRARY TRAFFIC CONTROL N Cd FUNNICE WIN WI WI "RCNORRF IR IC CONTROL ZONE UYWI$-01ElD ANNUL IK5 RERSM. FOR Art COHSTRUCIION MINIM I PUEUC R.O.W. \ /F�ARI ESS S. AL SANTARY WNNOIES TO K AB" DMMEYER, CONCRETE W/NEENNI R-16t2 CASIWMUSS MILD OTKIYSE. ,/ OF ON 9. WATERMAM, SERVICES. AND VALVES SMALL ME NSIA WINO MNMUM 7.5 OF CANER. 10. WATER WRVCES S1NL BE 1.5" M. TYPE N' COPPER, W/ 1.5" CORP. STOP + 1.5- CWB / -NW%swt y 6' cM. Nx. MW-r OWN PAC 11, SEVIER $ERMCES $MALL N 61 PVC NR-n IYIYUY n ROPE U,M OTHERWISE MOTW ON .AIR a0M 51 THE PU NS. ST.1: 1+57.q / 12. WATER SERVICES MAY N PUWL CED IN SINE TREMCM AS SERER SERES PROADED THAT A 24' .13 VERTICAL AND A 3r WRIZOMA SEPARATION ME MANTAMED. \ 13. AL CURB WKS SMALL N A2LASMD TO AN ELEVATION OF I" BELOW ENSNED GRAN. 1A. AL 6" AND 6" WAMRMAN SMALL N C9W INC. Emw NVOR. 0 25 50 IN rAMOUNT ImEniiiTTITI SCALE IN FEET \\ I NOTES: 1. CdTACi WE 3W[R AND *AMR pCPY11EEWl CONN Z4 11g111$ FROM ro ANY PINBIC gWEN/9M1[RYAIN COMECROM 24 HOUR FROM O AN m 2. NPI OCNSITY P0.VEl.TLLIO E%TRIDED (MORE) ADUSIWG RINGS ARE O~ MEOAED FOR ALL MAINOE STRUCTURES, - 3 S NI SEWER MAIN SHALL DE WSTA.ED PER OFF OF ONNNASSEN O " SPELTKAR0115 • DETAIL RAIES A WAXINUMM SNNL K NSTALLID PR OFY OF ONANASSEN SPECWKAlOMS AND DETAIL PLATES a 11PCAL LOT SERMCE3 SM - r PVC SOLVENT WELDED SOR 2O (SEE OEIAIL 2000 WAT - lY TYPE N' COPPER 950 I I , I 950 940 SAN PAN 11 I I W/ INSIDE DROP CONSTRUCT ATOP EXISTING SAN YN 12 STA:2+56.W SAN YN 13 STA: 1+84.39 940 RIM :9W.W OPT:O.W I OFF; 1.93R I INV IN:895.W (E) RISE: 910.M RIM:91D.28 E% INY.B86.83 (N) INV IN: 896.40 (E) I INV OIT:899.28 (W) 930 (DROP-6.97') INV IN: 896.Ao (S) 930 NV OUT: tt%w (W) I 1 920 I 1 920 910 I _' _---- 910 76 MIN •_ ________- -' COVER I_ 900 19z'-5' 8' TEE 1 900 C9N PVC WATERY 8 PVC 6'-6" C900 PVC 99.4' or 8" PVC of T ]5 O 4Ow HYDRANT LEAD E%. 16" SO R 35 O 0.50R 890 UP W/II 890 ZI ¢ O 880 E%. SAA 880 RCP a WI21' �I 1 870 870 �p �0 G T Appp O P P P m mp' o 0 4+N 3+00 2+W I+W O+W (SEE DETAIL IW5) SERVICE TABLE WT 8TAT10OY E^ RLBER- 1 ST 0020 WIm 0 2 O 00015 511.78 0 3 A W1.07 illm 3 4 55OIA5 W1.b 5 q 5 NYOO 0120 5 0 N WIN WIN 5 1 W MMAI COP 2 3 Y OOO b 910.10 2 3 Is SOM Nora 2 A asaw WO.O 0 f s t n W w9.3x ll".O E1o.00 NIX 0 0 1 1b MC OI17 0 3 21 1%MR.S1 RN.n 0 3 31 W 6N36 00RN 0 3 4 82 MOM WOO 0 3 5 A 4.11 010.14 0 3 O 0OHM WOI1 2 ' SHF SWN1 NR SMOm IFmm TNW WWm YN) ^ 6NYy SWYn Mw11 ENAOm '^ LYO By ELriN '^' RbalwOW (ANs11a11JN. MM V4M. TIN. VWNWI NMWII • R %O.TT) LEGEND" - a - PROPOSED STORY $DOER --01 PROPOSED ORAWAE ►- PROROSED SANTNry SEWER 1 - PROPOSED 4TERINARN ■ PROPOSED GAXN M,WN PROPOSED 1w W, ,WmO E N PNPoSED SITE VAV4 PROPOSED N/ORMT E%ISRNO GATE VAVE ERSTNG "MIMAT ERRING IMTERmMN EA5TNG EATON BAST. EIIISTWC STOP MAA10E ERSTINC STO61 SEWER EXISTING SARTAIN MANI Ex5TNG SAATAW SEWER MI NG �XAOIAN W/ Y 4C. STONEGATE ROAD 950 I 950 940 I I 940 930 I 930 SAN!MH SAN MH 14 SAN MH 15 STA:0+T4.50 STA: 2+06.82 OFF:O.W :O.W RY:909.74 RNC:B%.54 92l) MV N:896.BT ($E) Nv OUT: 89253 (NW) NV OUT:896.77 (N)920 910 910 8" TEECOVER 900 900 214-8E900PVCWATERY... 132.1' of 8" PVC SDR 35 O 0. SOR 35 O 0.50R 6'-6" C9W PVC 890 HYDRANT LEAD 890 <I rc 880 i A 88C �i NSW �- 870 870 m h N OIO O 88 ^ mo wm 0+00 I+N 2+00 3+00 4.00 pu a ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.756.3080 MAIN 612.756.3099 FAI WSVW.BiiLart4 C.COn1 EA la F W Z Q Lu 3 L) z U Z O Q 0 C w Z W Z O 3 z z F W Y o U EA Fo a N F W a Q O 3 y to I Mr WY aNM1 NM M OIeA PnpO'MAROymA N my NY.eI ulp.rvMlon mp Npr I MNy IIa.WM WKLSSAMA C urN.r IN* .1 IM Slav SM. .r YIMNESO[SOTA �J n r� . AMSCN. W m 13,410 Per. M W N. OVAUTT ASSURANCE/COIETROL PROJECT 1FLOI DATA OHrxO YN NAWN: ELL NOrtO W: 211-0IN 10 SNET 10 of 17 FES WO cow SOL FES 900 RIP -RAP 5 CY a. T B— — — - \ \ ti \ \- \CSMH 602 FES 700 --11� 1' W/ 4. SOUP 1 T / FASTING MNDOT 2Q FES -A CBMH 701 T33 A/ 4 SUMP G N N CONTRACTOR TO REMOVE TEMPORARY STORM PPE (IF PRESENT). �Z 0 20 40 6o SCALE IN FEET ✓ A / l MN 702 F/ OUTLOT B �V T �1 INSTALLED N PHASE 1 FES 901 O )TLOT B CB SO4 N ,I STORM SEWER SCHEDULE: BMCB . DIA P. SLOPE FINDS TO S FESBW OCSW1 -UK 16 ROD OCS W1 FES 002 12 308 N1702 DOW 7b M BOB) DEV I701 FESNp 18 Bay CBSDA C WS is to Dom= DOW WI Is I am OBM 802 CBMN I is 310 CBM18N FES BW M am FB9N FES9W 15 OW LEGEND: >— PROPOSED STORM SEWER -��—�— PROPOSED DRUNTILE PROPOSED SWRARt' SERER PROPOSED WATERAANN 0 IS PROPOSED CATCH BA9N/MN WATERS EDGE DRIVE I PROPOSED SANITARr MANHOLE .. PROPOSED GTE VALVE PROPOSED NYNRANT EmTING GTE VALVE EXISTING HVIX+uR EXISTING WATER AN EX5 CATCH BASN Ex15TNG STORLI MMINDLE -- EXISTING STORM SEWER EXISTING SANFARI MwND1E EXISTING SANnARI SURER STORM SEWER NOTES: 1. EXSTING UTWIRS. SERTRCE LOCATIONS AND ELUATNIN6 SHALL BE VERIFIED IN FIELD PRIOR TO CONSTRUCTION. 2. MANTMN A RN 18" VERTICAL SEPOAATKN AT ALL PPE CROSSINGS. J. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS PRIOR TO TINT START OF CbKTRUCTgc f \ A. WERE PRTICAL OR IRSUUTpx FOR ALL STORM SEVIER CRJ54HG5 WHERE VERTICAL OR IIOROOMAL SEvuMigN S LESS THAN ]'. S. ALL STORM SIE ER WORK SHALL COAKY 1WN THE Clrc OF CNWIWSSEN EWNEERNG GUIDELINES. L NEFFY GOPHER STATE ONE CALL 0 IgWS N ADVANCE OF AN1' UTNI' WORK. 7. PROVIDE TEMPORARY TRAFi1C CONTROL IN COYPWNCE WIN MNDDT 7EMPORAI TRAfK: CONTROL ZONE UYWIS-FIELD MMIUK- LATEST REASON. FOR ANY CONSTRUCTION WHIM PUBLIC R.O.W. /B. AL CASTINGS SNARL BE HEENAI OR IPPRO+ED EQUAL, 9. STORM SEWER SN LL BE HOPE A MIN. IS- DIAMETER. PER CRY a 3, CHANHASSEN REOUREMENTS. TO HRN DENSITY POLYEIHVIENE EXTRUDED (HOPE) ADJUSTING RINGS ARE ✓/ REWIRED FOR ALL MANHOLE STRUCTURES. 11. INSTAL DRAHnLE AT CATCH BASIN LOCADONS PER CITY STAIDARD XTA.L Y� 5232 FOR PUBLIC ROAD WORK. FOR PRIVATE ROADS INSTALL PER PLAN LOCATION DRAINTILE CONNECTIONS To STORM YNER STRICTURES SHALL BE -21 $L00f RM ELEVATION AT CURB. �- 12. ALL NTERSECTON CURB REFORMS SHALL BE 9618. 13. TR ALL STORM SEWER PIPE .IDNTS BETWEEN FEARED END SECTORS AND STRUCTURES WEIR WALL HOLE FOR 12' RCS WIN OCS 601 INSTALLED (N. T.S) IN PHASE (2017) M0.E FOR IS- RCP EIEV- 1 4.0' 0. ADDITIONAL IFS -a LONG ORIFICE EL 90380 `•(W)W(H) ORIFICE ,- INSTALL / /A W 12 SKNMER SPAN cccF n� VERTICAL plE_MKED 1ONmTE GAFF , wu1 .TERIESS INSTALL PRE -MIXED WEN FEASIBLE. SET INLERT FOR WTLE7 SEALANT WATERLESS SEALANT PIPE BELOW NW TO IMPROVE PIPE ALONG WEIR ALONG WEIR WALL AND COLER AND MINIMIZE SLOPE AROUND WALL AND W W UNCPCN TO SHIMMER_ AINCTQI TO PREVENT LEAKING PREVENT 1 U HANG 9' ELEv=sw.W 71"' '(H) obN. EL SWOON T Lev CF 12- RCP YE1R WALL (TOP EL R@.33) a-5 W 306x 6-(W)A-(H) ORPCE EL: 59980 ELEV 899.20 INLET RPE 1M.7 OF 15' ROD 6 MIN. LL-5 O LOOS EL: 899 65 6 SEAR.W 6" T MICKNE56 6- AGGREGATE SANI'LL • DIAL TN (MNWT SPEC. 310H TOW.) MAN E OUTLET CONTROL STRUCTURE WITH CONCRETE BAFFLE WALL PO a ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3000 MAN 612.758.3099 FAY vJ MalliarR-inc.com J W L) Q a U) r z 0 W O � N U Z <0 3 a Z Q i O W Yg OCC W a o w V) H o a 0 W o a z v u L) U) N.YCI .N1117c NN NN Fb, gpnwlbn. w U PnM.M er mM w unM m7 elnel m eW NOI e dishy s ONA It.'.l0 ENRWIEEA anew MY b.A N 1M B»M MI YIMNESDTA � n ,W�/(� MMM RAVELN, n 1�J-1W AsnD OUAIITY ASSURANCE/CONTROL TExMIUo: MFR OMWN: ELL PROIIP .. S16-NH 11 MWET i i o1 17 N o�1�6 5u50 NOTES: l 1. ROVER TO s M. s ERi PAN:YExT AxD ROAD %CMINS. 2. RERR TO 9 EE1 11 FOR STORM 3YCR 3 REFER TO S EET 13 FRi NTERSECTKIx DETMS YW MB TeAN9TR'M MOTES - HORIZONTAL ALIGNMENT TABULATION: - r mnw nAno1 umx ax.E •iwn � nAKr eo �A .xmn D.oDID 1.ue1 roRYRF (111.T 1.vr 1 ssm xcnr eRTD01 .WCfM I.OM HN00 �FpM[ p,myl F16p py6S E 6>ID H E� 1 umrt wns vs>m 1m uPDm OPVr 1N11 }1e0 AID iy l>Sif Anrll Fv1e zwm r3 OF 0 25 50 00 SCAU IN FEET STONEGATE ROAD HII PT STA: 1+ SD PT E1EN 24 I STA:i.1x PN ELEV91011 950 K:20.w 950 R 940 " 940 � Y LON P STA'. 1.m A LOe P IIEV 909. ST PN TA,1.4350 930 PN .909.59 930 s $ s _ 920 _ 1 - - n 920 2ODx i im STA 391103 26.95x STA - Jx.1.38 910 ELEV • 91L.9 ELEV = 911A04 _ -u xu _ _ -/ _ -a11x - __ - -- 910 STA 3.50,00 _ 900 - 900 _— - 890 jI 890 - of W SIT a 880 880 O++ W vJQ �I F 870 -TT 870 m ao, L ^ qP o 000 O m o q0 � � - q ..00 3+00 2.00 1.00 0.00 I _950 940 930 \ \ vl I STONEGATE ROAD 1 PT ST& 1.9050 950 940 930 i 920 910 - Su . 2.38.51 910 _ 080x ELEV . 90500 95x 2fi. 1 -a E9xJ STA = 2432.84 900 r{1II. --_ - --- - --- — ELEV= 90751 900 890 890 0 880 i 'R _ � _ - 880 Z 0r1o1f ax ry < R7n 870 0.00 1.00 2.00 3.00 I." P-0" ALLIANT 233 Park Ave S, Ste 300 MhTeapolts, MN 55415 612.758.3080 MYN 612.758.3099 F. ,NNvV Ili.m-inc.com F N Z J W LL � O U a < p O z O Z Y0 C.)5 m = IL a 1Z.1 a< Ncc w c a U) W W o a 0 i N«aey nnnp mar mN qan epa[Ilkalbn. opwl . a.e the I a ew.,N ati 1Y....a FROICSSpxLL L w� or Rx sw ar "R`N - INNIEW x[WL YrRx 411FCX. R i-D-re xAeO arum �swR421oE/canna OESMRD: YR DRAYx: of PWJEC NO: 216-01R 12 sN[n 12 of 17 NOTES +_ ALL CURB AND GUTTER GRACES SNALL SE AT A Not OF 0.St 2. Au Pu&1C STREET MMMCPM CURB RETNFJS 91NL BE MI& 3. WE SM. LIGHTING AND SG ACE PUN FOR ALL STREET SIGN AND LXONWOLE LOCATIONS. A. SEE an OF CHµHASSEN STANDNtO PLATES FOR ALL OETARS D 10 20 40 WALE ® STONEGATE ROAD/PARKING STALLS w- a ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 xARJ 612.758.3099 Fnx ..alliaM-inc.com N J_ Q F W G Z O U W EN Q W F Z W W S N M+Wy a 11 .1 MN PbM1 [pMlkalbn, w W yOwl — ppr., or m. nM my u euh mer..e a Mot 1 PPM[ssgx.LL fxGMCER uW» slm. of YIMXf$OTA A. R.Rscx, rt +ro-m .sAw OUALOT ASSURANCE/CONTROL n pATE DATE ISSUE +a-s-n ufxT cM.TxTs +-s-+A axsvunwx Does PROJECT TEAK DATA ofsrxw w MAN. M PROJECT NO: 21.-OIW 13 Swu 13 of 17 LEGEND f' Z O 20 40 w WALE M EEET WATERS EDGE DRIVE ,S I1 c W BfM SOD v ]YlC IA�>14*DO) 0 � — fM— i ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 NAM 612.758.3099 vnx viww.alliam-inc.com rn a zFoo Z W w R O U O W g a Z x s mc� a N F o a N W o a O QZ apocMcaffon,o^ Yuly a...HY u. xoxuB ucxrt[n w.. Iw b�� el M. BbN al YMx NBpIBCCF, fµ 191 B 2a MALM ASSUMNCE/COKMOL n E Tr pC51GIEP. YR p4WN: JB M ECT N0: 1:6-OIH 14 s»<n 14 of 17 LANDSCAPE SCHEDULE i i f t YEY COMAON NAMF I3CkMln[N6!& _E PREMIUM OPYRaF T. u I n RC FYaezU @HlpRky COHQ Tree/plmpch06 abkM •FsspCNJF3' 2S'CiLB68 SLraiyt TnWLNp VfmIOA 7 2 9 LL Lkk Leaf llMen/TDh wNxa 2.s'III. B6B 4npMTrvmL NOSCNACF 7 3 1D MIA AA._ 9p. Rea Maple /AOs ruhr An'MMem Spke' 2.S CAW MnBk T..KwvCrRCh MnIDtTnMG No V Cm[cM1 4nIBRTrtI1k NOVLMCh B B HL YWrc xcrPykMU./CIR&IMP r Mm w. memlis mph' 25'UI. BBD 4 4 O nMrBimA/bRU NMa 2S'CaL BBA 27 2 n RE Kwmn blaze Bea Maple/ PrerL Deeman!'IerfRnrec 2.5'Ca1. III Rngrtirvnk Nn v-CwuM1 2 l 3 p Reapak)Q.MCM rIEn 2.5'CY. B6B Rng?.TRrt NRIILe Calilma Tr IS L IM AP a. M.rtrbn Ple/P usr4M 6'k.B6B "FIRTH 7 6 I3 APB. µmrlan PRY/N^Mnipa KwhLBB6 fulF_ FIDFarm FWI Form FLDFomI 12 4 ss OF Batramh/Atie bNalmi 10-12'htm ID ID BS 4. Wc1aNh Spore/",tea �alra tlensaD 6'k. BRB 3 3 6 ID6. WrI31DSSpue/Pi[)a jal6a tlUlata B'.aFM.B6B 25 9 % TA TrchlAIDU,duM 6'k. BDB FWIFc. UWRPMIryT M 4 L PC heilehe Cnbppk/Malus'Pniridlle 2.5'41. Mil Rnllk TrtM, NaV4UN 26 2 2B It a. NpUlMe tree Liao/SYr'vlp reOCHIaU 6'lt B&B CkmPFoml SUvW.TrvnlLWVClMcll Mnldt TnN, Np v.40rN ummnBTMPhHts aaM9h 6 2 a R6. lepnes¢T.LNac/svIvpMcWan 25'QLB6s 4 2 6 !k LRIIe HaRlnIPpl/kNaNd lY11k111ary GralHaibri l.7S'uL66! ID 2 II ga. µ7Ymn BNbHar SmkebM/AmeNrchkra paMlbn 6'k. BLB Cbmpfolm 'AUWmnBNNKt t B 513, µWHm Brialte SMVIObM/AmYf.rchtr. FalrtlUDn IS'Ca1. B68 StnIAt4 TnNl MO VCnMh 'Autu.sMi ine Skwb 45 u o aamlDyxma/CanewCea'WOO` 31YRm2 MN.snresnln. specRea s 9 DR Duerr Fnrevn Lih[/ST4P nYKri wNDln 26'k. K. NMML5.rmR.hts¢[!ka FiLSrnKa Mkl.suresaahL speclk4 ! 3 M TAp M1R/PY'M HHx3p'SMcoa CDnpak 7pbnwY. ss ID ID kF N.TFMsh Spi./Splmapwnka'New Rash' WhI, LMn 2 2 a v SraMaluper/alXXpvlavbvlF'YarNo' zrds. wrn MbLsorcsR 6a. fp¢ha. 26 2 A SR Sky Hehlw9per/1MNperUs ampubnm'bRp' YAt.. kin SMreaazhLwMIRMd ss ID 35 Vs CRHIIpaz MrcrfonVAmum/V3urrAm4b6um 30'k.wrc. N3n.spresaTM Fpecliea 'Baw CDnlpPLa' PueHIH1Y1 ID I3 32 BIG baK,r Faenac FenhrRe lCrau/4hmpoRkaacLybra '(Oelzk/ 3 . Cart. pa u a n SDL SkMSHIpreHre mKN/IMmt,raRs 4dlSuprene' 1pl.cat. SEEDING NOTES w STATE SEED YX 3•-III. YEo-xG RAM TO $ 5 ID$/ACRE DRUMM UL4 SFEC). TRAttx -A - YN STATE SEED Yn 33-262. YEDND RAZE TO RE U UPS/ACRE (HIRE ULE SEED). SQLSY W STATE SEED MIX M-261. YEDNG RAM TO BE SS MIRCRE (PURE UA SEED). APoIY v 0 PER M[ FD OYN YIILCII SFED.D AREAS MTH MP/DOT IM 3 (YtlR CERTiI[D SLD iWE) MACH Ai A PAR CFI TDI PER AOZ M]M1 AI NWRS 6 YEDNC. MtCN SNDRD Op aoYxc AMA.. hC MSC ANCHORED TO KEEP IT FIRM YEDNG SHALL E APPLIED FROM AML IS - JMV 20 OR SEPMIBR 20 - FPEE2E UP. If xYDOSEEMG UIPME APMOgYAIEL. MO GALLONS OF HATER PR ARE. RDER To w/DDI SRCC . PM TROPE. RSTAM,,,M OF x.DRD-SEED. ALL NATTME SLEDS VgD OR THIS PROJECT SHAM BC CERnxCp 10 RE R YMNESOTA DMM IV M MXRIESOTA CROP IWOgpIT ASSOCIATION (WA). SIX TO M MPAIED IY LWSEHMMG TOPSOIL TO A YyKUY DEPTH D 3 NC1ES M SR TO IE NARROYED OR RAXm FOLOYNG YEDNG .MAD DEN PARED USMG A RHEA -PACKER OR EWIVµENT SEE YNOOT YEDNG YAIWµ TOP REFEIEARI YAN.AM SECOND AREAS 91 RAMIRO. REMULGWC µ, RFPUAITxD AS Rom,A,Y TO ESTAMISN A UIFDaILY DENY STAND CE M SPEDTID MASSES IMTL ACC[PMSMLSI A STAR, ALL S O µSE AREAS FARR S TO ESTA$HRESEEDED, MRRMIND .Al, REMMDIED MERMR In ACPTATHE COAL IS N01 ACNEHD. RESETIMG SHALL CONFORM M ALL REECIS ]O THESE SCEKM ATIDIS CCNTRAC%R SHµM , PMR .1 DAMAGE TO M POORRESTMO AREAS RFROM EROSCN AND/R EDXPDNT M CONTRACTOR SHNL MPYR DAMAGE. MUOMG HF.ADxG. REYEDNG. ETC AS MCESSARY. MIORE 9OFKANT DAMAGE OCCURS, PETER 10 MN ST., SEED M. uANUAL PLANTING NOTES I. MrµL •' A M. HOv SOIL r0 ALL SUD ANp , AREAS. ME GPM[ AL SOO MO SLED AMPS. 2. STAHE OR YMn ALL qNn MATERIAL La CA DM, PRO To MLLLUMM. 3. ALL MULCH LAGS, UNLESS SPECIFIED .kS OTHER, to BE BED YMCNEO 'PITH 4- DEPTH CE DMME SHREDDED --m-Opp WLCH Mm CAPI BMPN O•Di Rm BYMER. RDY ELVIG TO F VMLEi' VHEy k CYMTID M APPROMED EQUAL.. •. INSTALL 4-6' DEPTH 4REICm HNIDn00D MULLIf S MAIM A SAUCE, OF ML TREES EpA.TED FROM PUNT YM. 5. RWITNG SOLL y1µL COx515F D 1.1:1 SELFCr LOWV ioPSR RD.T TOSS. PT RIM SAID. 6. DATE OF Rv MMRµiEF TE RDDR FOB A H4Mop D oM IW PER W AT M MARE or ACamMCE. MALE ALL 1®LR[iEHcxrs moMRTLv (As xR m6cTOM D (PRIER), ]. ALL MAMR4 SHMIL CCWY PITH SO IA0M FDROM RT M MIEACMI SIMIDNO FDL MI E "UCTO POI MIERIUN PRAIRIE- PATH RO M CRERIYEN. B. R, TREE ER AMD yYLL E YMMKEO MrtH DIpX CNEPE IRFE NY. ABLY MMP C nTfHHR MID OME R ARRE. B. RLL CLRICR VAX MOD ONE N T At IUWS •-LWI HE oum: O ALL ROMP IMD NaAiAS Mp NM DwµE i0 KLUDPR DURMG M HOL THE OF IRE RLVLN- 10. ACCE.w ALL P/a•R wIEPLLS, NCLUDYF M1ERH,. 131RL M RaE OF II. CEPTANCE COMMINUTE IMiµ1AlOMM GENERAL C01I1WL10R. 12. SWAITINGG .RD GNRG D 1R ROD MONAL. MLIIRMN RIR9DS5 D IIEfS FOR D WHO A Lf OF "OHI Pn40. 13. COPTR MDIR R CRML' DETEN LYIS AT RRYUn I11ES I•. CWDC UDR Ro SIRE ME) OO M I HDR, EA MI Me AMD PW MTH 1CO3 C0.MLY.E FOR DEMZONES, O SOD AAO ND O AREAS. Z E UAL SIRUP IM5T M1U6 to BE TE YPYMR IPSKA USE RW END OR APPM R. EDML, RSMML SEPARATE Miff i HAVIME U AREaU. OR ,MMU MR. E C. ARcpP AD pe YNYY ME MD AR IS SHOULD ULD MEILS aM YMRArz ZONE UTSyM,N PITH TMFS R YELFEA SEAS 9MUD M REgULiD FOR M ZONE SHUTS DON M,ER M FIST 2 ASH, OF ESMUS FACIo 15. AFEP Nlp MASH, Nl Pglp SU1E1R$ µp MMO/E ALL Dag6 MSRMRG FROM LMIOSCMR[ CRP OR S IS mIFRM COII" I SMALL FIXLw Ta(,AR,. $Mrz XE D ERVSKM CONTROL SPf6CAMMl fOR C6iVRBED AREA STaHMgMAr,N. Ml C lz a -SR ENlltt YOMRIFNi - - SHREDDED • MUCH OMER FILTER FABRIC 2-M POLY EOCpG 2-L LIMP% APAR PS 2De J ROPoSID REWIn . m scALE r=s ENTRY MONUMENT AND LANDSCAPE PLAN FWMD RV.vE 0.1ER FX9AG RWibi19SLLDST.i lCPUP, OF.. IXDv.L,Papr9AY `LEC61L•6DAm HRtolY.crFaelD><MD n SHRUB PLANTING t5 NOT TO SCALf LANDSCAPE REQUIREMENTS: IMOVE: THE FOLLDRMC C.YLMAIgNs PEAIAa To RMI PHPUvL OF M PREVgI15L] .VPROVEo 'REST PAR. CEYDOPYEM. .u0/ ••✓b• Rrr STATION M QUREu KWINEO 9) 1REFS SFF LA"U" TILE COVERAGE PIµ 00) 01 TREES• •CLCUUTNXI INCLUDES ALL OECCW US WES OF 25' OIL 2, usu'..c[ RUFrtmYro Idtlrorvur REQUIRED, D6AT PINS BDXEVMp 6 A CWECnp ROAD. THEREFORE yE WARD e 5 KOUNMm. PFRRrMO B IEOUWS IS YM. 9ilEe, AREA MTH 2 g4Mrpry TIDES, • IN%RSIDn TREES ARD 5 SMyBS PER ID, IF MTµ TRfPETMD B LENGTH .ICI U. ALONG GREAT pLIM ¢µERN, RFDMOD . IA OPERF Dn. 21 UNDERSTOOD. 0 9g6S PRODDED• 14 RVRTDN. 27 UTCUSrDn. 45 SRF93 PPGPEPIY URE NORTH OF V12 S6W LIME RECORDS BIERPYN, M U51 PROPER", LIE SWIM OF UME SVLN A" A LUID USE 2DE. MM OM, MfTUMM, C 6 SECURED. BffEMMs C R[OIRS 2! MH MRMR AREA MOR 3 CAMMV TRQS. 6 UNOUSTDN TALES. µO 9 SLAMS PER I03' L F. TOTAL SIPPER YM, C LENS • 299! LP. OF URNDO MWDD 9 OAfR31DN IIEFSS. 19 UHWSIORr IMPS AID, 3, SMUTS PID•MCOA - 9 P06TD(E IMES I9 WL[161oRY I9EEj ,yD n SpOe' • CLW SUM51(II OVE MM: D COOMNIP . I µ2R5TDII ION[ 6' COMER 1 IIIXRlTdn TALE RRO,D,ED Pwaf PROPERIY LIM 1HDMIMHT - �SCO $ SHIMMED WRWNDO MRM Q'ER FRIER rldlC _ Rm C 0w.) POLY m.) i -SEC CY�tI F/ 1A, 1-W PILLAR MONUMENT AND LANDSCAPE PLAN Mc 15 xprts 1. TYESTALaMPTHRMML CODOMRAPJEMTFEATwwTFM mae oar D.>xnaLam. a WOP.S. LHC66AlODKv3 COA APP 9MWPT. Y rWSAR' CC'M4MM FCMTS CGMAM11 Pi,'n iO n.W11N+ roi BWFRm(1REEs. ETrtFm ETPURFFOUPOTHME. 9HC LF DRJUI9WrWllWLr aI.W M1pIN(/iIORAM aBY1® DECIDUOUS TREE PLANTING NO Sc E ALLIANT 233 Park Ave S. Ste 300 Minneapolis, MN 55415 612.758.3080 Rwu 612.758.3099 - wArMalliara4m.Com I Mrwr R•mI�IIHRT IIMe qoa. aPMnNwwIH. nPRm .., dRwH a nr ml . 1.1, LIn RAP mTPHl l emr I ARCNARCHITECTaMv PIA lo.f o ION al PIP M $a e/ YMMSOTA -• ' I „ /E/.P/ a AMR, XIpN![/,/w/L/u A51.• 1-o-le 2=2 DMA Uw Y OUIELSfT ASA)RANCE/CONTRM n OAT[ SHEET 15 of 17 � E WEP m1H SGu(E nnNnK vJ,R SUfPLIFR: n1C,gR aLOd{ CdONF Y%EL: RErFnnf - IINI NJbgy. lRlq BCNpEA - Mobtl Re,mVM IIILGf N,FM]11 - STtO Bwgv P.MSER - MUNam ....oncbLlttL[om n PERVIOUS PAVER DETAIL '� rrrs R�re*u,F*,Frs e,orJaaruR �EC/SImR]E,Earwm EYSnf mP1 M,VkD 51nE,9.EH1 sff mlEs�oR,vrt FORtR.naR *o RRuwoF srtoc RRRwxss a fIER1Y ErorRJrcEn roR RWRwn. rs--� ENTRY MONUMENT ELEVATION (FRONT) J SG ,•_p L<rnaJsaaemurt 1N£ ,S1pi'S9fS mot WIM9CIH n6'AR mIOER V31nE IYSIG.E mp1 MPIr®SIpf YEFHi. $EEM]rFS rO, rnF e MAILBOX BANK ELEVATION (FRONT) 1e SGLLf t'-Y M1WCp PdE Y9id)f: COMiRK.Qt ,e cRwQ 9SV wueewz a wa rroNuon rce .crown. ,IEtiIPEftlfA vu>�sore Ls¢N. NmFSFw,reE (91 PILLAR MONUMENT ELEVATION (FRONT) to SCR1E 1•=2' m--.rie* morn re rvrs,ore ,JEomemrn Mvmsro.e LCNErn sFF Norts=aR,reF� cuu �Ir• • ..rmwlp,rncFr Rer I I R (YR(dW 6 re\ ENTRY MONUMENT SECTION (FRONT) n/ SE:RLE 1•=2 Ee*u n�mFxam LNr Itrt ,sos•sFrEs arceovaaaraF ,R VCIONCLIb ,RESIprEmO, RAIIIIED 51Pf YHFH1. SEF IpRefCPI,YE N R3V1P1]n4 FW, W..v 12PR VJ+B, 16 MAILBOX BANK SECTION (FRONT) m1ReF fCO,NG II RH•A @ li OL. FIG, M/.v m mvFP ®tom _ Imi [�Wtl 3 PILLAR MONUMENT SECTION SORE[ r=r aRl,emswe Lsreu,. �F rmlFscwrmE cEu = CMYEiFEW,f,.. - SIIXEYBFEP. cw s PILLAR MONUMENT FOOTING DETAIL ,e SpRIE t'�Y � Frrru m�ErF x,:o-v: we:,ore ma mn ro aRo-nrc s� FM duwNA a cuuRo E WO LMGSfIf4 ntMiFCI rqi ^ .PViOL' smrc,el,®, wx+eeFm,ep , Ran ma _ mil ENTRY MONUMENT SECTION (SIDE) SIIXe,TKR EbRRIE4"IOIN� • I I 11 MAILBOX BANK FOOTING DETAIL ,e acgE,•=Y n Ercnslmae,F nRw ENTRY MONUMENT FOOTING DETAIL e 1•-a' pr^ Al ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 5"15 612.756.30B0 .0 612.756.3099 Fa. www.alliam-inc.com F Z W I � U O r 0 N Z J a z ? O W L Y U 0 ILO W cc a r 0z i Z W W u < O 2 3� U a r .cwnN.rwrR w Rrye.y a rr,. rye., .0 w eee..' e,wce,He,m, ye n,e1 I a,.e euh ,xm..a WIpN.RP[ MCNr,ECT uMw IM Ive of ,ly Sla,. el uuR aaeFa. u avR/(/•t/ ,-e-1e mzu IV. EA�w N QUALM AlSLRW=/CONTROL DESI#11' YR ORRWN: lb KVJFR N0: i,b-OI VY 16 SHEs 16 of 17 BRLL[O ! !nl /PRO v♦�mamsw B.MF xM, SIOOt $rNI11QL SPNEJ WWM� NI�L."r yyi�nn a IYM(OM�T'�Nmb'" !„1FNnlmN" ♦ vvas mim, vu" ".s xu+nNc os,uy 01e (• EN 'R'TM NC DEPARTMENT 5 3f19 PLANTING DETAILS FOR TYPICAL INIMNWAL PLANTINGS NiJf.TAYT�- �� i1YiAM"Asa :�"e (ENEN4 Was �Ty+ti r'9RSi'Sv fi^�91ZN•5a16" �y �y uac, .a.mn: Ma =.� rr..s.,�esarA.+�aarsaa L��,�y SY� "iL'i'0 Yda_"L7'� T _ __ rw. .qII PsgsR ( m L �InMy m+1'::.I to w roan Rrk canax z�^ ""s R:S.iTy K„R _ b- I +cxx m a SFEOLMG IIFf 9ly,:a pE,k .a."__""' _ Pl sannc say sl. / .r G R-uL B v6/n M 0 RI@ 1-10 N[ IInCl\OOypV/\lllt R/M111pi lTt RAM1Mr OETAI t- --- °t 12 IN aawkall n ax a I....I 1RPd.T16 NN2 Fa zoc ns-aro-m ososxs m �R}14 :Mc BLS M�KT s1P Y/W3S a AM4S�I I _ J IIIII(rMAZE E�^•srce:.�.�x aae alp. x.. `f -- "rmr B W.Ft T .��3laag ems: $[Z AEs aRroNc nr"5 �•• m"'s. 1 i I l 1-4 I ICE IInCt�li\71B�9q I � Iluc mIS I 'FIIT�1W PIIOIFL'IYN Rill ALLIANT 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612,758,3080 $wN 612.758.3099 Fk wvnv.alliarrt-irlc.com z z W 7 U O z O H U Q z z O U y J_ a 1- W ❑ W a cn U 0 z 5 I Ir.4F vllpNb NbVp en, .P.eakolleq nPvr p.0>tl N m. uW. OIrM Npnbbn pM Mel 1 I VJIOSC.PC e.E u NK.nENR[R rM.r r�lev r N. sb,e or NKSOII�� .IRR Hansa. lu ku I-s-le vzzz oa. $IRVw Y QUALITY ASSUROIC[/CONTRIX D[$KMO: YR pRIVM: JG P IW w: ns-olvs 17 SHEr 17 of 17 DEPARTMENT OF TRANSPORTATION December 20', 2017 Sharmeen AI -Jeff Senior Planner, City of Chanhassen PO Box 147 Chanhassen, MN 55317 SUBJECT: West Park-Pulte Homes MnDOT Review # P17-073 NW Quad of US 212 and CSAH 101 Chanhassen, Carver County Control Section 1017 Dear Ms. AI -Jeff: Metropolitan District Waters Edge Building 1500 County Road B2 West Roseville, MN 55113 The Minnesota Department of Transportation (MnDOT) has reviewed the above referenced plat in compliance with Minnesota Statute 505.03, subdivision 2, Plats. Before any further development, please address the following issues: Surveys. Do not disturb the MnDOT right-of-way monuments at B-36 and B-37 during construction. For questions regarding this comment, please contact Bruce Wetherbee at (651) 366-5176 or Bruce.wetherbee(a.state.mn.us. Right -of -Way: Any pedestrian facilities proposed within MnDOT right-of-way will require a Limited Use Permit (LUP). For questions concerning LUP's, please contact Dan Phelps (651-234-7585 or dan.phelps(alstate.mn.us). For other questions concerning right-of-way, please contact Doug Nelson (651-234-7583 or douglas.nelson(a.state.mn.us) in MnDOT Metro District's Right -of -Way Section. Rater Resources: Drainage permit required, please re -submit Storm water Management Hydrologic and Hydraulic Study document with MnDOT drainage permit application for review and approval. Please direct questions concerning drainage issues to Hailu Shekur (651-234-7521) or hailu.shekur(a_state.mn.us of MnDOT's Water Resources section. Noise: MnDOT's policy is to assist local governments in promoting compatibility between land use and highways. Residential uses located adjacent to highways often result in complaints about traffic noise. Traffic noise from this highway could exceed noise standards established by the Minnesota Pollution Control Agency (MPCA), the U.S. Department of Housing and Urban Development, and the U.S. Department of Transportation. Minnesota Rule 7030.0030 states that municipalities having the authority to regulate land use shall take all reasonable measures to An equal opportunity employer MnDOT Metropolitan District, Waters Edge Building, 1500 County Road B2 West, Roseville, MN 55113 prevent the establishment of land u§e activities, listed in the MPCA's Noise Area Classification (NAC), anywhere that the establishment of the land use would result in immediate violations of established State noise standards. MnDOT policy regarding development adjacent to existing highways prohibits the expenditure of highway funds for noise mitigation measures in such developed areas. The project proposer is required to assess the existing noise situation and take the action deemed necessary to minimize the impact to the proposed development from any highway noise. If you have any questions regarding MnDOT's noise policy please contact Natalie Ries in Metro District's Noise and Air Quality Unit at 651-234-7681 or Natalie.Riesngstate.mn.us. Permits Any impacts to MnDOT right-of-way other than the drainage permit will not be allowed. Review Submittal Options.* MnDOT's goal is to complete the review of plans within 30 days. Submittals sent in electronically can usually be turned around faster. There are four submittal options. Please submit either: 1. One (1) electronic pdf version of the plans. MnDOT can accept the plans via e-mail at metrodevreviews.dotnastate.mn.us provided that each separate e-mail is under 20 megabytes. 2. Three (3) sets of full size plans. Although submitting seven sets of full size plans will expedite the review process. Plans can be sent to: MnDOT — Metro District Planning Section Development Reviews Coordinator 1500 West County Road B-2 Roseville, MN 55113 3. One (1) compact disc. 4. Plans can also be submitted to MnDOT's External FTP Site. Please send files to: ftp://ftp2.dot.state.mn.us/pub/incoming/MetroWatersEdge/Planning Internet Explorer doesn't work using ftp so please use an FTP Client or your Windows Explorer (My Computer). Also, please send a note to metrodevreviews.dot@state.mn.us indicating that the plans have been submitted on the FTP site. If you have any questions concerning this review please feel free to contact me at (651) 234-7788. Sincerely, 4___1L1 Jennifer Wiltgen Principal Planner Copy sent via E-Mail: Nancy Jacobson, Design Natalie Ries, Noise and Air Hailu Shekur, Water Resources Almin Ramic, Traffic prevent the establishment of land u§e activities, listed in the MPCA's Noise Area Classification (NAC), anywhere that the establishment of the land use would result in immediate violations of established State noise standards. MnDOT policy regarding development adjacent to existing highways prohibits the expenditure of highway funds for noise mitigation measures in such developed areas. The project proposer is required to assess the existing noise situation and take the action deemed necessary to minimize the impact to the proposed development from any highway noise. If you have any questions regarding MnDOT's noise policy please contact Natalie Ries in Metro District's Noise and Air Quality Unit at 651-234-7681 or Natalie.Ries(tr),state.mn.us. Permits Any impacts to MnDOT right-of-way other than the drainage permit will not be allowed. Review Submittal Options. MnDOT's goal is to complete the review of plans within 30 days. Submittals sent in electronically can usually be turned around faster. There are four submittal options. Please submit either: 1. One (1) electronic pdf version of the plans. MnDOT can accept the plans via e-mail at metrodevreviews.dot(a)state.mn.us provided that each separate e-mail is under 20 megabytes. 2. Three (3) sets of full size plans. Although submitting seven sets of full size plans will expedite the review process. Plans can be sent to: MnDOT—Metro District Planning Section Development Reviews Coordinator 1500 West County Road B-2 Roseville, MN 55113 3. One (1) compact disc. 4. Plans can also be submitted to MnDOT's External FTP Site. Please send files to: ftp•//ftn2 dot state mn us/publmcominplMetroWatersEdee/Pl nine Internet Explorer doesn't work using ftp so please use an FTP Client or your Windows Explorer (My Computer). Also, please send a note to metrodevreviews.dot(a).state.mn.us indicating that the plans have been submitted on the FTP site. If you have any questions concerning this review please feel free to contact me at (651) 234-7788. Sincerely, J)_/ Jennifer Wiltgen Principal Planner Copy sent via E-Mail: Nancy Jacobson, Design Natalie Ries, Noise and Air Hailu Shekur, Water Resources Almin Ramic, Traffic Doug Nelson, Right -of -Way Dan Phelps, Right -of -Way Buck Craig, Permits Bruce Wetherbee, Surveys Diane Langenbach, Area Engineer Luke Kranz, Carver County Surveys Russell Owen, Metropolitan Council ilxa�y Tkim CHA NHA SSEN, MINNES 0 TA i - - S i aniaa rvoaaa ame F. �` �� r ( IT N ova y l .W �, I •� ,Fh t- / ... / WI P 2 v i2 22o,h1 i I / `j ` -/ N .tao'� 0 60 120 240 SCALE IN FEET I I VICINITY MAP NOT TO SCALE PULTE HOMES 7500 OFFICE RIDGE CIRCLE SUITE 325 EDEN PRAIRIE, MN 55344 PH: 952-988-8224 CONTACT: PAUL HEUER EM: Paul.Heuer@PulteGroup.com CONSULTANT ALLIANT ENGINEERING, INC. , 233 PARK AVENUE SOUTH SUITE 300 MINNEAPOLIS, MN 55415 PH: 612-758-3080 v: 612-758-3099 ENGINEER MARK RAUSCH LICENSE NO. 43480 TM: mrausch@alliant-inc.com SURVEYOR DENNIS B. OLMSTEAD LICENSE NO. 18425 N EM: dolmstead@alliant-inc.com LANDSCAPE ARCHITECT MARK KRONBECK LICENSE NO. 26222 EM: mkronbeck@allliant-inc.com SHEET INDEX NO, COVER SHEET 1 DETAILS 2-3 EXISTING CONDITIONS SURVEY 4-5 SITE PLAN 6 GRADING AND DRAINAGE PLAN 7-8 EROSION AND SEDIMENT CONTROL PLAN 9-10 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS 11 SANITARY SEWER AND WATERMAIN PLAN 12 SANITARY SEWER AND WATERMAIN PLAN AND PROFILES 13-14 STORM SEWER PLAN 15 STREET PLAN AND PROFILES 16-17 STREET INTERSECTION DETAILS 18 TREE CANOPY COVERAGE PLAN 19 TREE INVENTORY AND PRESERVATION PLAN 20 LANDSCAPE AND REFORESTATION PLAN 21 cl-','OF CHAKHASr,Etl, LANDSCAPE SCHEDULE, NOTES AND DETAILS 22 RECEIVED LANDSCAPE DETAILS 23 JUN < I I ?017 CHANHASSEN P(AnINING pFFT Pown ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.corn a a � 0 m Z C/% LU LU � N a a i- a J w Cl) a 0 CM) _Z LL V 1 hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am aduly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 5-19-171 CITY SUBMITTAL 6-5-171 WATERSHED COMMENTS 6-20-17 1 CITY RE —SUBMITTAL PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 216-0199 1 SHEET 1 of 23 NOTES: Jltepe o: bank. of 6utirees may vary as long as poured against t a rd swrbed carNh. Crobeellon C1 enough to should be One enough to make the 0 'gaol to or larger then Dimension 3 heaAi A' .,x should DC a tar tl AF PaE With MJ In t In er feting wdh MLl p Its 4 B = ae Mi L. ti rlf h't4•en a<4 C f ( } yl ,nnIQT,.tp 1'{' pipa, P. Ali 6 be to da Pt fWith ehalt thrust res ranrd With Merarf .hrost .es.ra TICS or equal IF - Sae no PLAN`90' BENDS PLAN 45' BENDS b'criu6le 3'' Mln, 9 -.See nule.^4� CONCRETE SHALL i3F:. CON1ACr WFIH -�--- i �A 1 : { �X, IN 1 - OF QU;1DRrNT I+ PF CI E h = C H L, J A� i �. -' l PECDMG MRTFRIT1 - UNDISTURDCn EARTIJ�CONCRETE. SECTION A -A PLAN 2.2 1/2'BENl55 CPfYOF CONCRETE THRUST CF BLOCKING REVISED: 2-06 ENGINEERING DEPARTMENT PLATE N0, 1002 FILE NAME:G: ENG SPECS 1GD2 Inspection flood pitch Opening p g AllIIF I_ 12'. do to er OI Top t2" titan etorpipa 211„ � L_ Tap Section -Access Tongue Allows tip to 12 variablity -- v m u _ T " P _ T. N W s R I mti Fe iRZ' --- u� G L. 21" Mr m Fat > Lul Transition Section Sweep Section _ 1 3.: R- li 4 _nr xwurs. "'W loy,dentev s isee.net Y H rt• 1. Ciiiri lip7T 4L'I(OUAk . Intr�aFlow - Inside Drop System standard Details P.O. Box 430. 30622 Forest Blvd • Sacy, MN 55079 • Ph: 651.462.2130 ante u IntxaPt-I 'ev, Date 7-12-06 SEG NOTE: SarmoUr tab a Curb & Cutter to be transitimled into a PAIR type at .t,hbM,n. �Tq l/ r, CatthboV Won. &: Grata /'/ eon n R--sO€; or s / VB ,rate. A s•FW �^ ,n° r %� 2otchbrisin to be de lessed 2" bolas design gutter Inc grade. Nocn h R-3067 VH shall be used " !at A! low paints �N urrooua-able Concrete 6urb & Gutter 2 a,S Eatong Recurs Each way ISOME }RIC No Scole. _ u n 5 M n. Trar Gl or 5' Min, ransitlon E .................. .... ...._..-. Top of 0 Iw- Curb L 6. Design gutter line grade ° A.-60" LONG au.,rs each way Trump & (.as;ing SECTION A -A No Scale CtFYOF CURB CONSTRUCTION AT CATCH BASIN REVIBEOa-10 PLATE ReJ ENGINEERING DEPARTMENT 3106 FlLE NAMED: ENG SPECS 3106 HYDRANTS SHALL BE GLOW MEDALLION OR WATEROUS VIE--67-250 ALL HYDRANTS MUST BE APPROVED BY CITY J�THE ENTRANT MARKER MALL BE A SPRING MOUNTED / HOMFELA5S ROD 6" IN OVERALL LENGTH, TOM SIDE INS'AL(. MAONEIIYEb MGUM APPLI£ARG4 DOING RED h WATE REn"FICUFS TRACER BOX (SNAKE 7/ THE WTiMPRNG OVER THE FULL LCNGTTI OF THE PIT) AS NEEDED PER ktlD. DETAILS EXISTING aft FU'R1RE'- SB..g550f,5S6?. CURB OR GUTTER LINE HYDRANT •- VALVE BOX STREET ft 24, MIH. i 2.0% _.. 1 if t I 1' s /2- YARD OF C �`^,. bAlfl VALVE TEE t if2' CLEAR ROCK `e�M1 ihRTH A6AFTFS AND 2 LAYERS OF PbLYET'HYLENE (a MIL.) 8•kt B'k5" SOLID CONCRETE BLOCK NOTES: 1, ALL HYDRANTS SHALL HAVE WFE:F HOLES, ip M 7S' COVER OVER MAIN. r, h IMV 3, All. PAINTED SURFACES SI OF. 6E WAER A TWO YEAR WARRANTY PARTED F J A TAI SPECIFICATIONS AS NOTED It SECTION 209 G THE W TERN N SFEC 4, MYDPAJ INSTALLATION SMALL INCLUDE ,A HYDRANT MARKER 6, ALL JOItvi9 SHALLNE POLAR 10 V VIA MEGA -LLAMA MAXIMUM ULO BLETO BE 1/2" e, ALL HY TEST O TO n"ti PWMy 'm VERTICAL AXIS, MAXIMVM A.10WAe1_E' TO BE tf2" ER FOOT OF H`,ACURE'r. ]. IS OUT O TO HE SECURELY COVERED WI iH FtA9.IC MAP OR BAG TO INDICATE THAT IT Ts Gar a- SERVICE. Cfff OF TYPICAL HYDRANT ER INSTALLATION EMBER 3-14 PLATE NO,: - ENGINEERING DEPARTMENT 1004 ADC, MASTIC �5 5 ADD, PACER FRAME AND RINGS -.� �^-`1.5" BIT. WEAR �_ 2 BIT BASE lap BARRIER --- SEE DEATAIL 21T 9 HDP' NR b' -- PRE `AST CONCRETEE ADJUSTING RING'S RING, SHALL BE SET ON AGE SEALANT OR APPROVED EQUAL 6" THICK CONCRETE 27" COLLAR. NOTE: 2-PIECE COVER RISER RINGS ARE NO! " ALLOWED. PIT. 44FAR COURSE ADJ DETAIL. MANHOLE CA5TING & LID SHALL BE PER DETAIL 2111, 7 t-VARIES /'--!+pp, �•IhS*IC A•,� _ BIT. BASE '" ... OR BINDER MIN, (2-2"] A0J, RINGS AND NONE OR fi MAX.(3-4) ADJ. RINGS _ "-2" RING As IN - PRECAST CONCRETE "' MORTAR ADJUSTING RINGS I&I y _: :. 5 THICK GENERATE SE BARRIER 27 SEE DEA1alt 2109 COLLAR BIT, BASE OR B;NDER COURSE ADJ. DETAIL NO TES: 7. PRECAST CONCRETE ADJUSTING RINGS SHALL BE BEDDED W9 TFt t j4" TO 1/2- MORTAR, 2. POPE ADJUSTING RINGS SHALL BE BEDDED WITH SEALANT MANUFACTURED ED BY LAl7iECli INC. OR APPROVED EQUAL 3, ALL AD„USTS SHALL INCLUDE NEW RINGS FROM CASTING TO CONE, My MANHOLE CASTING AND SEN ADJUSTING DETAIL HEt:SEL 2-14 RLATE NO.: ENGINEERING DEPARTMENT 2110 FlLE NAME 6: FNO SR£CS`2110 PLAN LAN NTS A , RIP ! S ! i Rz Er1�1LREH.c T.. 4 FILE D A 2 TO Rai' F E(GUIRLTD R TRAP REQUIREDUNDER RIP RIP RAPP 2i AND 8 to Co 72 OY .3LAYERS 27U 53 tz to 20 Y Ct 3 LDA ERS OF SOOX tdl^n,AFI 36" '0 48" 20 is 38 GY CL3 FABRIC, OR EQUAL as AND Ur (one cubic yard 62 CY and no CLa is approximately 2,800 Ias,) ,It 2-j "RIPRAP \I _ G,ar 11a. Plow (MNDOT 3601.ze) SECTION A A "-Gcotcvlle E'ilter hype I" TITS RPRAP L} U -.--..-" `'-C en liar Filter (MM1IDOT 3'.60L2B) SECTION 13_�Gfmtextile Filter Type to fa'h, p1Lp CPFYOF RIP RAP OEM DETAIL REVISED: 2-10 ENGINEERING DEPARTMENT PLATE Na.: 31(07 FltE NWE. G: ENG SPECS 3107 Street IIL Variable f f 6 Tom.' vast ceno- na ..irare d pbib Tap E:..pclnt,b:ue. I`e 7 u Crl box with j } =laird and aliUr Ur•,r rGd PF li i at "7Ya{ar Scrrice j 1"Ni o orahorl CROP/ Concrete B1 ;k SuPPort \-Natcr Main NOTE: 2" WATER SERVICES ARE NOTES: PROPOSED FOR UNITS 1. bo not nllg end of curb. Stan.. Add 6"'unwed pigtailto curb ^,top. 1. The co ,via line between he T curb be, copper and PP Shot be o e CnIGII.18 piece at rl s'Rces will riot C enfli tted ns e a 9 r t 1 o Droller cock to 6" x i inside tlaneter. P 5. ,addle' eau ed on 6 CP o s•rvallfr mo .In. end ell mains and al; main, 11 Urger, q addles when requ ree d doll be f L(T2 da b C strap. 7. �ain;ass steel saddle a,, c�7rcd on aill PVC v: oYerrrain. aff OF TYPICAL 11 WATER SERVICE REVISED: 2-11 ENGINEERING DEPARTMENT PLATE GO, FILE NAME,(A ENG SPECS 1005 1005 LETIER2sH 2 1/4 sE0 auIn I I I MACH. JAXODB IN 00 SEAT F0 - 3/4 eL RESISTANT T-CASKET, -� IJ6° NIIRILE, (60. DURO) 1-SEAL CONCEALED PICKHnE OETAII CASKETED LADS USED FOR SANITARY AND WATER MANHOLES 18 1 1/2D'LETTERS RAISED FLUSH FONT `BIRCH' 2LETTERS RAISED FLESH _tl3,1 -ASSE TARP Mu2TOLES, 5; 5631 SANITARY MANHOLES STORM MANHOLES 564a -WATER MNINOLfS 1, DP• L BOL15 NOT REQUIRED UNLESS GALLED Wi IN i 3 I 8`/ C-14'�/�} MANU F R s 4 ACN ED U A N 6 OUALIFlEs FDA TEED CREDITS )_ f �--�--��%2 MBLrelel5; e. LIRCST GRAY IRON ASTM 46 U. 3SB 2" LEiIERS T. FRAA ME -CAST GRAY IRON. AsTM-A-of CLASS 40A RAISED FLUSH GGNCEALED PIISHOLE DETAIL 8, FlNNISH-@ARE METAL NO PAINT AT COATINGS 9. WEIGHTS: FRAME 126 LDS / LID 122 IRS p of ellp ! MANHOLE CASTINGS SE AND LIDS DETAIL REVISED: 2-16 ENGINEERING DEPARTMENT PLATE re, 2111 FILE NAME: G: ENG SPECS 21t1 See CITY Plate No. 3107 for riprap platen er L Use 2 "__ bolt fasteners per joint. Irstail at 60 from top or bottom G pipe. ISOMETRIC -NTS NOTE$;. 1, All Reinforced Concrete Aprons shop be furnnified & !netoled without Trash Guards 2. All new Reinforced Concrete Aprons on new pipe shop be tied back 3 pipe lengths back fray core,,. 3. All new Reinfor ed Concrete Aprons on existing pipe shall be tied to the first pipe cd!ooeot to the cpr.,,, MIOF FLARED END SECTION Comm I REVISED: 2-10 PLATE NO.: ENGINEERING DEPARTMENT 3108 FEE NAME: G: ENG SPECS 3406 75 MITrFom co er required WATER lyl Or Na. 6800 over top of water main. Vu I.er No. H-10361 Bibby -Ste -Croix No. 8-5160 ,...__Provide Valve St ro Ricers F-3 To Within, 6" Of [he Surface If The Distance From The Top NO Of The Valve To t The Surface Is Greater Than 8'. .......... Grade { Adjust top to 3J4 t `low lop TO,, No, 5860 26' grade Box to be „:t to el; r N H-1 provide 2 of Vdi1-t..e_,. Ma a o R36i 26" R enY--She-Croix No. VB502 27" I i 60 Mooli r H- t' Miueoer Do " 10 - I'd,INJ II Bet A L C alx _,,Art Tyler No 58 1It"8 Cato valve bar jaw type, No 69 ,B" 3 piece a 4 shaft, size No 50 4' G box, J 6 extended, Muel:er fie 1 58 14' yev round base No, 59 2G" 3bLy--Ste Umx I V8520 No. 51. 5""" Cote Vahe Adapter ; 1f4" Steel With :'rote •live VB521 No. 58 20' I < VFf522- No, 59 26" ' Conarg 1j2 d beer V3523 No, SO 26" I Gr.Gket In tall d Betwaen Tone Cate Valve And Gate solve Adapter. yler No. 58C0 65" M ,rel;er No. H-10361 65" L I M..I er or f-rnerican B:bby-Ste Crmx Us V3516 60' � a Flow Control Rr l ant Wedge Valve CorforallIg to AWWA al e and Bos to be wJ I C-5,15-8D Standards mastic vein. wed er With r. p All .,,a-ale.^s section 2.03a \ Steel Nuts &Bolts. I I y s 18 Xi&"X8"""a c e:e Block CPPYOF TYPICAL GATE VALVE CEW AND BOX INSTALLATION REVSED: z-o9 ENGINEERING DEPARTMENT PL41E N0 1006 FIT£ NAME: C: ENG SPECS 7006 NOTE: SEE PLAN FOR CASTING SCHEDULE a o" 9S_v ,rota Shown 2- JB Crate Shown shall be us" a f I ow t>Irt . t race a ar bD Dir ection of Flow n; I LA.N Catch Losin Feeling and grote Neenah RY) 7 4 Or equal - Grafe to be 2" below. rlhus cut box. Sutler gToda 5, transition curb on each side of C tch Gaso Precast concrete or HYPE adjusting rings Top of Curb .. ........_ ....... ..-T.. VarteS Mir men of 2-2' ma,imur-o -2 Xonerste ady,sment 24 a Gib' rings II,wXd fit, 1 4 -- PI_cast, 5" S minimum. 9 j .: be 7 Ned of mortar between each and .oar - 6" thick ... coterie, collar 1 ""'•3" Gout on the aStside, .- o^.1in. burin Doghouses tall be g,autca an both they �- T G N inside and, outside SEC i1,..n; sh I be xorn J of 1 : { u I < < catch h oast,/curb and storm sower nanha'o.;;. Section. lira h he total. encased is orurete curb 5. Y No black sx,on.,Oare c. allowed. i N.wend s�`ms ore .,rbitted In the adjusting r'n ^a, C[PYOF STORM SEWER CATCH BASIN 2" X 3' RECTANGULAR 'REVISED:2-10 PLATE NO.: ENGINEERING DEPARTMENT 3101 FlLE NAME: C: ENC SPECS 3101 6' I)iQqrXQ to atAble 1/2"r A r 1j2: s-Top Bit ,mane Material • Keep I 1C, ,.�- C ecn-t Curb and GIR ter 1/2", � � Fi" D siorl<e ;a i va obi' 3'r t-..-Tap Biturnmeus Material rl i2 1 IbPe v 1 tc 'S 1 2� 1 I z�q per �.{_ I1nDOT B --,� CShcrete Cur:n aid Gutter "7 ° - `- NOTE: `HJ�L FirDoe Only with Private 7rll WCI`9 I PNLots. or Nodia". 26"R 12"R 16 Top Grommets Material T L. ...-........ ab"R 1J- N F . I 1 �t- 1- .-��T 1 j2. 10 ➢/2" SarmooNmble - Ceforete Curb Gutter -1'7 and 28 4" r4_ 7f6 r %•- Beure none 1 _ 5 P (a 111' C. B'Yorn rvo s Carb - --f - C shoe .armed hl 11P CifYOF T TYPICAL CURB MIM AND GUTTER REMSEX 3-10 ENGINEERING DEPARTMENT Puy "b"l 5203 FILE NAME: G:\ENG SPECS 3203 CL VARIABLE FENCE 9. POSTi i i s I � WYE PW GGrU ENL s. 1 J N a` 8BE D " a a.. r: C S. i Z6 E ailN. Si3OPE 1 4" P_i. FO' I' J / I ,V I 2'XT tJAR KEN,----- - L-1j2 P:PF DIAMETER MIN, SEE :NOTE E 2. SANITARY SEWER GRAVITY MAIN �SANITARY SEWER SERVICE CONNECTION DETAIL SERVICES TO BE JSED IN CONJUNCTION PAM PIA3H_ PETA) SEINER - .MAINS FOR DEPTH OF COVER 16 FEET OR LESS, ...... NUIGS: SOLVENT VELD ALL JOINTS. (NON ASKETED) 0 2 IF EN 5 Y Ai H, INS EI2 6 I' X lIGE 5 NOT A CUM. AN LD By A TVA!LP SERVICE U L 4 LIAJ M SAME TRENCH, W J r E S. M C TALL P. 6 HEAVY METAL FENCE POST tJ' T T - n Lx u2x2 MARKET, EPA FAINT i K. N7 A J O! C ,F PONTFLORESCENT GREEN. N. 3 NOUT F41 ED. ON PRIVATE PROPERTY IF DISTANCE FROM MAIN TO HOUSE EXCEPTS 90FEEL 4. ALL PIPE HALT BE BEDDED ON GRANULAR BORROW 314A OR COURSE FILTER AGGREGr IF (31a9H). TYPICAL SANITARY CEM SEWER SERVICE 0 Iffill I REVISED: 3-09 ENGINEERING DEPARTMENT PLATE N0; 2001 FlLE NAATaVENG SPECS 20m NOTE: SEE PLAN FOR CASTING SCHEDULE f/ Ft3057 V or eyucl Note '- �_ i� I 1.-. V Grate h `wn ) .I ` 2- VR Grate., sh Ml be used at all lour GVln ts � 'Neon f 1.3067-V casting and Grote or enact. C' Cohc. P AN "' M.nirr of 2 .... of -2" collar ,+� ,ram to ent rings adjusirnant rn„_ w:;tr full beds of hods` of r oar. '- -1 .Of concrete of HDPE ad!usHn9 tinge.. ... I '.... .. ......... •" 6 precast rai0 fare rt concrete slab. � -�e '"�--- lop of bo rel saodon under top sine P a ,tot edge Sealed Al"h �t S k � bunt of Ramnekgor eql-UI E ; All ITEMS in HGORipale to base 'O" B Vanes ring rubber gaskets: CE 4-T Typ' `-- l Pecast aar,crOR 'ells" to "'I"I� ° NOTES: _ .,e L..... _...S I. Dogheases scull be q,pnlod on ! both the outside and :node I 2, No a.,,k ..t IN,m, cle clloxed Manhole steps, Near fta or iourn it a. r.,, Aluminum steps I red. approved. pp appr _ p 4 : Niaslab thkkress 6° far 14' L.•/ de:nth. tP. cane at h 14 f14 w.\�f e MIF, of (f P.ptl gmatfr khOn Of cippc andren:arca with a x6 10110 mesh. Grout of mar hsn to 7 2 f Cp " ( r1N o.... , . L. _ er of 1. e Ord sla a 'diameter 0 P p QYOLIt 2' t(J14a Yd rY Yt. toward o MOP TYPICAL 4' DIAMETER CATCH BASIN MANHOLE REVISED: 2-10I ENC SPECS 3f02 ENGINEERING DEPARTMENT PLATE NO.: 3102 FILE NAME:G In CATCH BASIN IN RADIUS F P B616 ;Rfi � r�L P< Gl7TTE.Y� . U 1., a G . fFAN5i 71 ON _ URMOt NTABLE JUI23 & GUI IG R TYPICAL RESPENTIAL RADIUS - 20' YPICAL COILECIOR RADIUS 30' 6" "Iellht _10 long troll he ght ct binT drop 4' height 7' XINOOT B6'.8 CON,,. C AT c SURRIOLNTABLE c & G gyp SECTION A -A (W1�1,OF� TYPICAL CURB mum RADIUS REVISED` 1-10 ENGINEERING DEPARTMENT PLATE NO.: FILE NAM,: Is 5204 Add Most - Between Frol -Manhole Casting, lid and Adjusting And For Rings.(See Plates 2110 & 2HI) Provided&I Barrier on all sanitary sewer manhole(see plate 2109) Manhole steps shall be Neenah R-1981J, 16' on cents,. a Steps Shall be on Downstream Side Unless Pipe . Di ametar Is 18" Or e Ln g! All joints m manhole have 'Wring hi ae r i g g searubber r sY,r directed loft-s y th external souls or as f2Sh Short the Engineer, r "-'A Maximum of 2 Short Manhole i r R s to be Used Directly Below Cone Section Pipe shell be cut out flush A. su, 5„ � with !nsida face of wall. Kor-n-sent required. be 1J2 of SECTION VIEW SkdaNd 2" Toward two OwGrt 6" far 1 thickness or le precast base rs B" for 1A' deep or tens, and increases i" in thickness for every 4' of depth greater than 14°. NOTE: i Nor seal manhole ar equal considered d acceptable alternate, 7 All dogt houses shoo Be roue o node d constructed grouted n Inside an da. g 3. When the e tr.,,a or catch basin ato-Loaroas Is d Agn,uQOH outstde the tlf dRe roadway a manhole, clarets post and eign (MH) Shan be instaliad nex# to the manhole,0 CITY OF STANDARD aMSEII MANHOLE REVISED: 2-15 PLATE No: ENGINEERING DEPARTMENT 2101 FILE NAME: G: ENG SPECS 2101 h ?4x36" slab opening for Neenot, .G67-V or eqa cl NOTE i- V Gret n 2 I 2- V .c , r •i I'�. t "...! _ C. ..c l s ,>., at all c i i sin`^� w NOTE: SEE PLAN FOR CASTING SCHEDULE -'I NPOnch R3067 V conning and grate ar egoai PLAN / Minirrlum of 2 naxlmurn of D 3 Bedio couarete od!ustrnent nags with all 6 nc col ",. =' beds of mortar, or t %° Pr res., connote, or I HOPE oJfsting rings. 6 ----) ° - 6 precast ,enforce d concrete slab. 12"-is"I ...-. -Top of barrel section bola, top slab "I---t. to have flat top edg e sealed with �! r EI 2 .reads of Ramnektt' equal, c Jonas All Dents ale to have ` O' ring nrubberer g a kits. in 'F Prernst concrete section 'n 3^ hdlYale steps, Neenah R1981J or ....:....-`i eqlu - �'-a', 16" o.c., Aluminum steps op npproved. the amid shell In grou{ed on path the outside on Inside ' I d n tle. I a �r I" \T E 4 1 % No blackstructures are allowed. er m 1 1 Mir<imum slab hrinime a far II t l ;, '" a 6 a 14' depth. Increa a thickness 6" ---- each 4' of depth captor fact, r14' antl reinforce with! 6"r.6" 10'1, m 'fi 5 I� es . 1 r / a 8 v SEGTION DO dram haler My CATCH BASIN MANHOLE WITH SUMP Prat :1-10 PLATE NO.: FILE NAME-0 ENG sPEcs 31Ga ENGINEERING DEPARTMENT 3104 * ALSO SEE PERFORATED DETAIL (SHEET 10) 602- lAR'CUM 45.5' RAbIIJS ••28EL88'f3oe1' y0.1 I JIb Im . Issi �� I STANDARD CUL D_-SAC X COWARD. IR 60' ,AD 48'. RAD. URBAN ( 6U' BAD, 15,5 RAD. IRUfLU 60' IRAU /0'. RAD+ NO:E i ALL N51ANCE FOR SIRSIRIP7 YOUTHS ARE MEASURED TO BACK OF CURB. 2, PLUS G GRAVEL SHOIL „R- (R'JRFlL) aff OF TYPICAL afflim CUL-DE-SAC REVISED: 1-10 PLATE ND.: FILE NOR: G NENG\S'PECS\520s ENGINEERING DEPARTMENT 5205 1 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com a I_ Q I- O (n Z C Q J W Q W 6) _Z cc I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 5-19-17 1 CITY SUBMITTAL 6-5-171 WATERSHED COMMENTS 6-20-17 1 CITY RE -SUBMITTAL PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 216-0199 f `tN 2 3 SHEET 2 of 23 El ";x'Ah"- NO CURB & GUTTER y r-9FN GR Ak8 O¢' 0.W I, JOl:Ili .� E%Bt F1S31, Art N A IT fl 'J5 IL i12Y.x_..5 Vt' T{ YAO. y, yy E. VI AIT+.'NI i SP' AYAX A, A R.O.W.,. - I t rR srsma' I k!0% xslhLWA i RI Irt-Gf-Wu tEU 0 fl{ 9 Y Aa s Ixse :Rro, n M:R. ,s --- a eR a Rnelus reralrsen. aunx- - �. U.5'._IS tE I }0 JI 05' 1 Lf xlrYuE 1 1. CX PnvEx'4.ai . .J.2-.-1� r .......... 05 3l1 3C' 10'-1 snw^ur Her Rx To .w:Nr NIlL Ghr IT e G 0.(P MY M 1 SiPd SE SIRE{i III 41 Fl.Fail{ CON fire, i^ RA A (w 1: Mf N It,, nano, EIIWWE wa IF "I'll, Alce re >A ArERA Ooo P. "FoRce, MILL E 5 G R £S BI CIIS ANY NE£JS 1. 8 TOFFE ED THE G T trieloMS A o r s z I -IF , it WARE ,';PiwE , .. T. "� ArIFFNcvNES3 RIA. so A El III Er s IS OWEAFCIE W n E OE A.I G FOR n RIB" Ye !!! i1 ^((7 I rv, V E,,W. Y A RR O R ON CJJ:ERA 1SE q T EEHAIt 9M NE• FiXQMfNT 'l. 1 2`_ r X Rli Enter' W 111 RiIKWA: F l o 4:. Octal M A NW hC 4flLS P.Y a!<eONNp ,.h a Vl {t1 its Iterrin.EU. N,l NMICAIE FE t» Pt.4 Fron, CURE & GUTTER 9 - R FETAIII I111. is dO..:: 1.1 EI YHE.UB l u Run AT nMw. R k 9 Y A, tol orcn xwcF F--1 '--a - 3' V RA].US RsIA e,A , u.N. BN.AR .:. ! B Gr :t N)q.S!YEV ..iLi). 1' 1F y Q r, Cf CWi» ti Lne r OGa LC b l I" r1044Ut`J UP Bnfl A' MI-, I not ..M1 R AIF In. FEE. A., e.An m..,a s..e .� ! 2 r 20 »1elsM1M, .. „M Weer R,.11>111FIt, mx.« ,I14Tj an of CONCRETE RESIDENTIAL p�gp:1�ry.�Q DRIVEWAY ENTRANCES Cf191101L11iG1i WITH AND WITHOUT CURBS REASED00-09 ENGINEERING DEPARTMENT PLAtE N0, 5208 FILE NAME rnENG SPECS 5205 d" D o 36" Rc `qo- Do LI , A rm r no t Pet a RRaa,reIT .{ SBott? 06 ert oTs 25LB Uaper Gc'van zed Steel ° Spri - ost l 8 0.0. / a 5 6"ri al'anizec also A, Post Delta -- ..... . a v I Yipc 12 Gooll z + Tor pe Prwf nwth WGsherrs Mfn Cdrb ...- fP17=T - _. rt _ I.._-It- Anehw Plate E-sLFAJ 7 Alchnr --- �r "' ....-..._PerI'nfumaSic-SIIY P'I� I Typto.. Stre..t Typical Traffic Sign Installation Sign Installation 1D � Bolt Post IE Sign / to Pos in Concrete t' `"-�.-...., POST -F.Elpariali Joint Mat,4 Sides Full DO PH ANI 14 Typical Sign InVoliction In Concrete Medlar} Anchor Plate Detail NOTES 1, to, B - M N.C.Illon es Stet Sm?e Old ton fluff. Slgrs, Contact Chaneaseen `oHNO Sup YYntendnel, (R2-227 3)3), Material tion See Section 411 of Strnal S PT Series. 2 frt,i(9 s p 3 T G tc Lki wPt p Sy. O uY More Gt SGr:cce Area end 3C or Larger it, Stets, For ry Mooted wth Two SonGrote Posts 4. For O batIi Heft Signs Shaa be the Some as Aborts, Except Lettering to be ANTO on Hlue HacKgrountl, a fOF I STREET AND TRAFFIC SIGN INSTALLATION REUSE 1-10 ENGINEERING DEPARTMENT Pure No.: 5217 IFINE WE: eeENG\SPECS 521] FINAL GRACE b--TRENG-I w o or INI TUn 6 SAND FILL,'_ (t1 MINIMUM RIGVD STYROPGAM C SAND FILL OLA LION ON LY .'IT i� ram: PIPE SHALT- BF CENT'E:R[D UNDER INSULATION UNLESS OTHERWISE SPECIFIED, INSULATION SHALL OVERLAP AT SEAMS BY MIN. 12". COVER OVER PIPE - a WID`H OF fN"'UIIAA LU^ BCARD - 6_ 6' 3' bttiOF INSULATION DETAIL RelI5EP.1-10 PLATE N0P FILE NAMED: ENc SPECS 220s ENGINEERING DEPARTMENT 2205 10 .}sF NO CURB & GUTTER In X g h BAN YI lMIIAl9 r1Y PR� rArrNES tweet NI If IRGLW $A MAJ,WIO- M W q.G.W uus ix. O COVER iseR. uE }' FlY A44.aA:'S:S `E RGVV. tits. 5� 3 EOG" 01 1 'EY IRAVENT i 18 AY OJT ALE_ SYR o, AWCVi 1, NE Fhn lk' DRIVEWAY . YCA ANJ 0. 9rFtXir PAJPIfr. EAT t II " N IRE. TN '(.N RAC CE FORTVAF RGV: A N G le'S E W1 311 OnS F M C N r: NEAR PA4EM Vi 10 MniCM EKN.BG STREET i 0 chill SE TO Wi unrvn w FEE IF Y ro E EI6:R OF WAY SNaLL OF A MNIMMM C£ 2-2" N I ASS h t(ME EASE L U'1ti f1P fl IIMINMIY Yf 1 8" 4< C...... n,. CUI,'G&GUIlg faG Rrv1.to 2 5R':Al DRAFTOY ATCY INWE' PRFE CRTY N r; Ir NAfOCOVEA ALIApS h d R4'MM1X PoUIH IN R.OH I.R. N G.W ., ... ' _ tt.6W. IF A AAcuc Is t 11S} 1e N,R AMR 3' RADe:VsIS k IRVI.IHlG f ] f J' BAq( OF CURH f f I ��I T £ t t } arE:. D 0 IN ALL ITS NCIN N GS E A MIRE MM VOF p a IAFfS IN " 91YVM GIs C.' CLnS 5 ROR N SE If EE Dt OE AC U 11 THE APtl4 nEIAI FOR 5 EE' RE 6 Fait AL li h N :ICIN NC To WYr - el NV i0 T .:CIN 6R SAMOT i IF :F OVA l 1FEEN u l 1111 CIIRR Rr.fAN IT TV N._T KIN'.14D OUT14".R TINE 4AWiAiAS PRD6FR DRUFlIM1G CffOF RESIDENTIAL BITUMINOUS DRIVEWAY ENTRANCES C� WITH AND WITHOUT CURBS REVISED: 2-10 1 ENGINEERING DEPARTMENT PLATE NO,: 1 5209 FlLE NAME O'dea SPECS 5209 Ql'Y PROJECT NO, .........................._..... CITY 01 CHANIIASSLN SETWEA WATER OR COMIANATON SERVE' (CIRCLE ON ) Street Joel_ _------------ Loi__ Block__ Addition Y $EVES Downstream Marl No Sta, at PI. f. ern Dow »7rnTl Manhae _ t_ -- Elevation at G'. Gwen Mmu.... Di eo is Cleanart a me 1 Serer of fo Service N be instated N a to , i e, Letter, tuts and Type Ser viL:e Pipe Ty .......... ......... ... ..-_..._.,_...._ Death it PL Distance Sewer F.4a:n to Riser __ _ ___ Nser Height _ `RATER DLlwa trec,n Manho e Ne _ -__ STa, at P , front Dawrstreatl NWIINKl...... ._+ _..- Length Size and Type of Service Pipe ----------------------------- Depth at -.-_,.- Curb Stop Carver 6a Coard.notes X--------- IF --------- L ______- t7 Check if Sower Se was Riser Installed I- Denotes Sewer Service End Q-Donates Wale, SeMrrica End (SHOW SPEECH WITH TIES HERE) _.._. ritir, I, Y .. Date _. ..P LartmenCDH+i(.,arwe. Cvlf��i by. re ANE'00 'n Ni J1 Neir' n Lv sw9 tee of nG; m y fo pN nts aria shell Oe tied [c ,Men w t III,, r., ilo of e I..x:.e, mmilea 'Rel br,l 1.rnnl4 N¢_ Till, :e s1le, aff OF I STANDARD SERVICE Offlm TIE CARD REVISED: 1-10 ENGINEERING DEPARTMENT PLATE No.: 5221 FILE NAME: BE VNRG\SPECS\5221 rel R-a342 GRATE AIR Af P,Xhr'3 LOCAL ADJUSTING P114GS (2') RLNFORCING TO CONSIST OF #4 FARES AT 5 O.C. EST, WAYS AS TO BE PRECAST SECTION ..ONO SEri R BLOCK 'RE -CAST CEAD ING A9 REWIRE) CATCH BASIN (27f_DIA,i DESIGN SPECIAL 2 CITIOF I TYPICAL 27" DIAMETER CATCH BASIN REVISE0:2-10 ENGINEERING DEPARTMENT PLATE No.. FlLE NAME:G:\ENG SPECS 31W 3103 f ,APrABEE c a n" LL. HYDRANI VAT BOX BOX TO+.I 14 ��+L V AR'.Ca 5 6' SEE PLAlB .... \4 PER rr } a ` T. -- t Iy_LO E TO ROADA'AY CURB A & CLASS 5 BASE 2' 3' 2.5 Mir?. CONCRETE SEE NOTES 1 & 3 NOTES: 1 'TYPICAL 6" IHIC'A C01 CRETE SIDEWALK,? USE 9 THICK : M.F IOAI DRIVEWAY CROSSING. t,X FOR CCM R ar IN1' PACING W : B JING SIUKG .ON JOINT PA('LIU A tOC' 10 S N R IN iIf VF WS ADD WI1EN ABUTTING ''XU llRC CU:VG?! 1L OR Sr1iUC IUI ' 0 CITIOF CONCRETE mom SIDEWALK REVISED: 1-10 ENGINEERING DEPARTMENT PLATE N°' FILE NA14E6: ENG SPECS 5214 5214 AGGREGATE BASE _ 61NDOT SELECT GRANULAR BORROW m COURSE. FlIII AGAGGREGATES' MNDOIT 3149.2H z 12" DEEP 'twnl. m ORAIM ___.--- �h `- CLAY SUB -GRADE \- 4" PERFORATED PIPE NOTCH CLAY SUB--GT2ADE- GEOTEXTILE WRAP (3733, TYPE 1) FOR PIPE. PLACEMENT _TRENCH DEi AIL Perforated PVC r CONC.:. -'COLLAR PIPE DETAIL_ GROUT AROUND PER 499, 2, S'WEIR,, TIES TO BE SHOWN ON AS-eUI1,TS FOR ALL ENDING POINT EST O ALL ftAl 3. OPENINGS IN STIR A NTLE TO TORE FOR UR .2...-.-.T::?'-.•..:S::a EE !TAERICATED OR CORE DRILLED. 'l.. 4. THIS DETAIL TO BE USED WHEN 2` OR MORE OF EXISTING SOIL SITE 'CUT IS NECESSARY, Cf[iDF A„ SUB -SURFACE SS DRAI'I1LE REm_E0a-1a ENGINE ERINGDEPARTMENT LNE rva P: 5232 FL NAME:G:,ENASPECA5212 "I/1 BARRIER" INNER MANHOLE RING SEAL AS MANUFACTURED BY "STRIKE PRODUCTS" OR APPROVED EQUAL PRECAST, BLOCK, OR-� BRICK MANHOLE CONE CORBEL i MANHOLE CASTING As LIST AS PER DETAIL PLATS (2110 & 2111) �JI CONCRETE ADJUSTING RINGS 27 _ -MASTIC SEAL BETWEEN a TRAMC AND STRUCTURE is N SHIG1.0 EXTERNAL SEALS AT BARREL AND CONE SECTION JOINTS ON SANITARY APPLICATIONS OR APPROVED EQUAL AS REQUIRED BY OF ENGINEER, INECIE'll 1, TRIM TOP OF SEAL. TO 1' ABOVE TOR OF RINGS - CASTING SHOULD i1.QC REST ON SEAL. 2. PLACE "MASTIC" ON TOP OF CONE SECTION AND BENEATH SEAL, 3. .NOT TO BE USED WHEN THERE ARE DORF_ THAN 5 RIN&5 OR NO DOZE, 4, CON'TRACI'OR SHALL INSTALL 771E SEALS, TEV CON ACi 1HE CITY UTILITY SUPERINTENDENT FOB INSPECTION AT (952) 227-1300. Cf fYOF I & I ZEN BARRIER REVISED: 2-15 ENGINEERING DEPARTMENT PUTS NO,: 2109 TILE NAME; G: ENG SPECS 2109 s A I eg f& x s' 's "' 1 61 c u N A N ,1I P T.L M "ffi'bO AR y 4: a Y ' 5 1 'l,'iy� e a. ��9a12�a It a J �; Nit pN Y' <; Y s .. o. R & cp EE %i 1 p .. ai'x a R"I..91]e !; v",,. ° _ psi S FF ix W� n8 BoR �I� s - eJ N A 9qa E a K 2. ih 1 E S % PJ q t 6a $ #yy i` WW 9 3 CH� ,6y $3c �. Sp C fi k E E d Y r#,.4 r i 3 91 � I A "� 3 tiJ Y I z o u � ? E 4 n ' a I t R iR k I J3, 6 m t} 1/ s r, 1�i �' I" y;,Gyj T� l �aj e f, 0 iR t l r s 1 O 5 or x eR p Rom. y ^ R � YR NNo T A $ 43 1 J X ti NR w \ Y rozko\ TAY y J,- M I 33z ry d IF a Sy2 4 tit.. ,a#e #*ra6 7":A .rffi..i�y'\1 3gggii1•"c Iy.1g: G 'fY .", Gig. 9 tl 6 u(, . { p M a R t3 § 1 H. 3 R n 5 1 e r RY i 4 3 1 pp � �e 4k P t ' M . y a s � W v 1 fi � P l i z } X H 9 in-t ......-ice T 11 ea§a a �� /Ell .: ..FIST.:, xi N,erv;e e P caW e � SUBDIVISION PIED RAMPS M S E " OUTSIDE OF TH 101 f RIGHT OF WAY "I FIE CC17OF Pedestrain Curb Ramps Page 2 of 5 REVISE!: 3"-14 ELATE NO.: FILE NAME:c:tiENGSsPEc>\s21sA ENGINEERING DEPARTMENT 5215A ..HUG WITf THREADED METAL PLUG TO BE SET AT FINAL GRADE. -- METAf TOP PLUN MADE OF VIALMFAAL. 10ETF,ALLOW RELOCATES 7 f N SHED` GHADL [f J ul Ct f rp. PVC SORE -'35 RISER CI CAh O)l L,ER "ILr r PEP, P.-AN I J 5 ON IIFth FiC BOB,l° SIZE AS RISER ( - (SIZE IS PER PLAN) ►- R, ........... .............. _� (-.....-. .-...-.._� `e a z , RIDGID SDR 35 11` MIN 82 F; 1. SOLVA:N'T WED ALL JONTS ON CLEAR OUT (NON-GA'KF i Q) ?. CLEAN GUTS SHALL BE ^PACEC)AT 300' INTERVALS (M.. x-h.UM) 3. BENDS AND RISER TO BE SAME SIZE AS DRAINTILE MAIN, 4. ALL DRAINTILE MUST HAVE TRA`.ER WIRE TAJAV TO THE TCP Of TH-. PIPE AND BE BROUGHT UP '1'0 rl SURFACE t EACH STRICTURE r L A L U S} 03 GLHAN OUT, TRACER 4,9R... AS PER SPECIFICATIONS.FOLLOWING COMPLETION, THE CONrPACTOR WILL BE REQUIRED TO PASS A LOW VOITACE CODUCTIVITY TESL aft SUB -SURFACE PVC DRAINTILE COMM CLEANOUTS FOR INLINE AND END OF RUN CLEANOUTS REVISE°' 1 1z ENGINEERING DEPARTMENT PLATE No.: n-. WME:C: ENG SPECS 523A 5234 l \ b r t 4 r tl argw k S F CM � F r5g R } i t' a ka N a W 6 H � Yg rLt4 �„�, Fty %i Yda ,d yy III P $ £ N nyy gy q ELY I " f.. $ L 3 - 3 � 3 bF '4? R F a d d 2 # Y v P e J { 6 ' p t i e Ns v i 34 # ' q R S i % yy & X # p GM +d 6. Y A zl H #a I 1 1, !! n i t r a � q E � 2 W W � B e r..„p Yi ;{ s 3 I .i S s gi i � � ni .N i t eF ..�$�� # f, Y F� k I E S r_r C iY•. I A 3 P J A p M Ra E 4 E££ R 39N?. { t aV1 I I .. I...-.f � s Cr z 3'.d } Pit i s c � " +5 4 SUBDIVISION PIED -t .'• -f- RAMPS OUTSIDE M :4 A 1 y. n Y. OF TH 101 RIGHT OF WAY aff or Pedestrain Curb Ramps IMMIN Page 3 of 5 RPi P 3 4 PLATE N13:: -] II...� t�.. n.tt n> ENGINEERING DEPAJRTMENT 5215E Where the hoer of water sheeting, pleats sod strips perpendicularto the direction of water New. SHINGLING SOD 0 Vti\x, PA�� vA 1M'-ere the flow .1 .for s 'on�E'1t e in p . ae, SOO strps ,arollel to the dvec,:on 7 OVERLAPPING SOD water flaw. A.itoa'n on sod is tat s eat:;.O:P Ter wired is urEd'rs<ood that the jr,R PG49 9 P Y 1 ur e , c low , frill en rEsent of s od for t!,a gconcoaessPol entobTacted l°hme r g the acd mock of no :'air c :Il cement of sad'Nh icr: hemrnes die .caad or darrla od due la Ia G'K of P { p 9 Tr>tectEur, or proper Dore, aff of SOD PLACEMENT RENSEO: 1-10 PLATE Na.: FILE NAMEc NG EPwS s3a3 ENGINEERING DEPARTMENT 5303 t L a+ 4i c $ 5 § i Y ^ d i b 3s # s A N I P -'t a ' f 1 S J R d A in i if A` 3 R ;.. 3 g" dill x �5rt,'" es•x ;na. t � 3' I. { ' R 8 #_:. 8 is $ 3'A " I 1 " e Gwro ea; .511 FEE, 5Z sy -}. Lr ,So n T;{N E Ngg� s E1a?i �A I9Ig''�Ly6y4 N + 4 & n a nB 2>r��1 Bx (R� =P NWtie: "Upps 3 gad a+_ .� R ' / B AS fE SUBDIVISION PED Y RAMP P 1 £ J. � v1w S E OUTSIDE rta I . ( OF TH 101 ra 'B 5 I J p k RIGHT OFAs�AdH'2'A L WAYhtF. / ;t F " S "Yt (rx I X E b Y�d E X L'V p: b i, tr a :I r d 4s A r $ y i 1 m�. y r " i S �jj ss ., �r 4- r FIT Yr, i � a 1 Tt 8 U g B t I ( I k iIT Si1 a off or Pedestrain Curb Ramps Page 4 of 5 REVISED 5-14 NATE NC., r;LE NAME A;A�AV,PEAS\s215v ENGINEERING DPARTMENT 5215C ........ �- -..... ,....___ -------------- -.-.-.- " PROTECT DE.SC'RIPTi'.. (v r 54 LOT SIN I FAMILY C..., RN ES DEN I,AL SUBDIVISIO fJEVEI OPER- NAME PHONE NUMBER CONTACT- NAUL PHONE NUMBER �'1 PER:.^ITTED GONSTRUi,TigN H6UR� MQN `=RI. 7AM-6PM AI-URDAY 9AD1-5PG1 ABSOLUTELY!H NO CONSTRUCTION ACTIVITY, MAINIENANCL ON DEUVCRIES AL LQN EU ON SITEOUT ICE OF THESE HOURS.. CITY OF CHANHA<SSEN F.NCIsc EKING DLPAR:MEN"1' 952 227--1160 NOTES, 1 SIGN SHALL HAVE A MINIMUM OF TWO POTS, 2, INSTALL SIGNS At ALL CONS I RUCTION LNTRANCES, 3. SIGN SHALL HAVL WIII'IL BACKGROUND WITH BLACK LETTERING, 4, FTT-P. W.FTO FIT 8' X 6' SIGN. 0OF DEVELOPMENT IMMS INFO SIGN EE ENGINEERING DEPARTMENT PLATE NO.: I 5313 TIME. FLNAME: C; \ENC SPECS\5313 ALLIANT .ENGINEERING 233 Park Ave S Ste 300 0 Minneapolis, MN 4 55 15 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com a F Qs � 5 W D (n i�y�E _Z � cc CL Z N d J �-. a J Uj Q Z_ W I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 5-19-17 1 CITY SUBMITTAL 6-5-17 WATERSHED COMMENTS 6-20-17 1 CITY RE -SUBMITTAL PROJECT TEAM DATA DESIGNED: MISR DRAWN: ELL PROJECT NO: 216-0199 3 4v C I SHEET 3 of 23 \ I / Zce l4-32�y; i" �- ADDRESS.' 760 LAKE SUSAN DYY,r'"` x9•o6.e2 ter• °�'� 6� v !�Py r�00 :;:.:�P`7'E ,rW' _1"A izN aQ' r' 1 //_,t(s 3 "-. o /. r G B• 1 --� Q,./ /_CAP! I X91.86 I > X912.9191 X909. // f. t •m I - __� j 199$9 Wiz`-7,73 ,•'' O $V _ 1 _ ��R X 9�`0 90 !•.�•^"'''Y'909.73 / . r 1/ L ��Q Q b�D1f0 5 i @3I I 35 908.34 rXs07 E, X911.6 ti69�PaJ�•/ ) C�G�5 31 - ti o x9o8.t0{{ '" f 912.65 OG,\'�OF !l`/ ! \ .,/ " R=566.30- q 5 / of ra \o W vim' E / l 909.9 1Tri :oo X911.36 eING?a%/ ti ' �o �,/ /'\\ �a�°�P \)° DESCRIPTION G_ ° , LEGAL NOTES _` l E ex e s .zi r- 9°3T07" . - 1 / Y w/ �x y - rn , / oo .z» , 5 GpRI ? D 1. This survey and the property description shown hereon are based upon information found in the commitment for - - - - - \- - - v f% 09.96 9098 / Brg-N66°5548 E • v ,:: ! E5 R: Parcel I the Insurance prepared b Stewart Title Guaranty Company, file n 1 4 - Q / / GcgGEy\ Part of the Northwest Quarter of the Northwest Quarter of Section 24 Townshi 116 Ran e 23 Carver P P Y Y P y, a o0 0 021224,datedNovember30,2016: wv�-x . E;a aii. I i '+4''Ca. I .=84.90 j,'(� i(vs°om" ::: / T °F PpP 65 P ' 9 VS ,@« / g X9o.59 ' • Bz .x : :_ 6. go I I 'Count .Minnesota, described as follows: . i so�.e / t, o.3N (� / ry64 j° E °, D Y 2. The locations of underground utilities are depicted based on information from Gopher State One Call system for a - ... 1 / `', _ 6v\0 \4 Commencing at the northwest corner of the Northwest Quarter of said Section 24; thence on an Q t X91y. t,38 xslo.6e `5 / g ' °�/ G• Boundary Survey locate The Information was provided by a combination of available maps, proposed plans or city -T x91o.49�/ , J <P .;.. \ea` .tP°0° assumed bearing of South 89 degrees 19 minutes 43 seconds East along the North line of said records and field locations which may not be exact. Verify all utilities critical to construction ordesi n. -`911 59K z /x 1z.4z P/' GDP 51 I Northwest Quarter 338.00 feet; thence South 25 degrees 26 minutes 43 seconds East 128.38 feet to y g ° co 91�8 8 /slz.za' /y Ip a point on the centerline of State Highway Number 101 said point being the point of beginning of the 3.Theoriehtationofthisbearin system County 12.16 / / / g y C ty System NAD83. Coordinates are 4 .92 /, tract to be described; thence wester) along said centerline along a non tangential curve that Is 91I.71 Do a� `/� - e esa y g 9 9 Carver County ground feet, based on the Minnesota Coordinate System, Southern Zone, NAD83,1986 (non HARN '1 I concave to the north, said curve having a central angle of 09 degrees 11 minutes 57 seconds, a E11L-81130_� ; RE9A -� �u.76 1 "I` v / INV(xW)-B°].m I values). _ 0,5 slz.4a g1 y G : / y E Ix xE)-B°B. D radius length of 621.15 feet, an arc length of 99.73 feet, a chord bearing of South 74 degrees 12 i0`L1, o5,1G�G.. .. i ,O m----' �/ I minutes 13 seconds West and a chord length of 99.62 feet; thence South 79 degrees 38 minutes 53 4. All distances are in feet. seconds West along said centerline and tangent to last described curve 163.44 feet; thence C�] EL 267 R X ❑ g N 6.. i '. / INV(W)-BCB.B 9°JJ 6"E-~/ y 211\x92.92G.Eit 'N: O. flIM-BI / •B44 e_BNB aP „ ,, av_ g p southwesterly along said centerline along a tangential curve that is concave to the southeast, said 5. The area ofthe above described prope is460,299square feetor10.565acres. s " curve having a central angle of 19 degrees 36 minutes 53 seconds, a radius length of'231.87 feet, an > a N.) I /I/ I arc length of 79.38 feet; thence continuing southwesterly along said centerline along a compound 6. Benchmark: Survey disk cast in concrete MnDOTname "MERE" located inBr n i curve, that is concave to the southeast, sold curve having a central angle of 52 degrees 18 minutes y a dmerePark,Chanhassen,onthe lxv Ei °8 s East side of State Highway 101, approximately half -a -mile south of subject roe has an elevation of 915.41 feet 23 seconds, a radius length of 127.60 feet, an arc'len length of 116.49 feet, a chord bearin of South 33 9 Y PP Y / property k' : '; .:I (' [: I \; : I s rxlc - / S45°00'0T'E 9 9 9 NAVD 88. " " "" "' ' "' " - • --- �' 91r- < 51.00 degrees 34 minutes 37 seconds West, a chord length of 112.49 feet to the West line of said Northwest E Quarter; thence South 00 degrees 01 minutes 33 seconds East along said centerline and along the Ixv-eeo.n(Bec°x/911.6 I o)� �' � S 4 X 13.36 X913. s1�.19,91 .92 ......E �� ' 6y B1 9,16. y 1.17-- ._ West line of said Northwest Quarter 362.74 feet to the .South line of the North 660.00 feet of the N89°5 '37'E E �P 515/ ° e1o. 1 West Half of the Northwest Quarter of said Section 24; thence South 89 degrees 19 minutes 43 slzsz" r �19/ �1c3 '\ '• 911.44 seconds East along. said South line 430.13 feet to the westerly right-of-way line of Trunk Highway'. 1 I PARCE4 2fi22I t S L� /Gx 9 V V 9113,69 ° G .35� �Oo56 4V p?� x911.zo Number 312; thence northeasterly along said westerly rightof-way line along a non tangential curve l _ Rom'q-31 4`E YI (}r 912.60 that is concave to the southeast, sold curve having a central angle of 11 degrees 42 minute 56 xsl0.is LEGEND S 5 x91o. 4 seconds, a radius length of 350.00 feet, an arc length of 71.57 feet, a chord bearing of North 64 ftr.o x91z.7 5 J2'31 F I g 9 9 X�_-0431.9a- g,N13" 0T 910 ^ p degrees 07 minutes 43 seconds East, a chord length of 71.44 feet; thence North 16 degrees 17 / --7- Bt ° I minutes 03 seconds East alongsaid wester) right-of-way line and not tangent to the last described -,w.I•_...,..a '\\G• PARCEL 267 My DPLAt xslo.el ".- ¢....,.. 1 Y 9 Y 9 PAR F-WA 10.5 X909.7 Curve 360.83 feet; thence norther) along said wester) right-of-way line along a non tangential Curve 0' MNDOT MONUMENT D SANITARY SEWER >1908.30 9!#� m,- IGNf. 0X9 I P, \. 1 Y 9 Y 9 Y 9 g OSET CAP IRON MONUMENT 18425 -» >i- STORM SEWER X908.97 NO. la '17TED :. �•� ^ g :910.34 910. '9 52 I that IS concave COVe t0 the east sold curve having a central angle of 7. degrees 3D"min minutes 47 seconds, - FOUND IRON MONUMENT: WATERMAIN _ MONUMEN, , - 41, o 910.48 s11.06 P./,D.252930020 D a radlUS length of 981.48 feet, an arclength of 300.00 feet, a'chord bearin North 20 de Tees 48 r®Ag1 SET NAIL/WASHER E UNDERGROUND ELECTRIC. ¢U �- \ �� / `� - X909.a6 f\ <` 910. 10 TR OWNER: GATEWAY PLACE, LLC I minutes 18 seconds East, a. chord length of 298.83 feet to the North line of said Northwest Darter' .{HYDRANT T UNDERGROUND TELEPHONE. _. O W ' �o vWi . \\ 0'p I X908.83 O _ ~'" /O., ' ° 9 Quarter; WATER VALVE ': I CONCRETE SURFACE 1 9o89P X9o8 p a 510.83 ADDRESS 72l LAKE SUSAN OR. g 0 F__ Q�� JAW N o ,"'' I thence North 89 degrees 19 minutes 43 seconds West along said North line and not tangent to last 3g2e -: .o -- Xsozao x9oau a. ° x 0.1 s1°.2sdescribed curve 118.28 feet to the. centerline of .State Highway y Number 101; thence southwesterly along ®TELEPHONE BOX BITUMINOUS SURFACE - O : r' 2, 909.12 -� ! z� a 909.56 ' 9. Y Y 9 Q SANITARY MANHOLE " L Q o - w said centerline along anon tangential curve that is concave to the northwest, said curve having a I, SIGN . l X 908.82 �Z 1\' xsoe.o s sL� -� I I central angle of 20 degrees 33 minutes 03 seconds, a radius length of 621.15 feet, an arc length of ❑CATCH ans1N - sba.'6° 90s.zz 9oass 222.79 feet a chord bearingof South 59 degrees 19 minutes 43 seconds West, a DENOTES BOUNDARY OF TRACT B OF (PARCEL 67) -�`'• '�� -, -' I ~ W`' f �\ ^zC 07.96 ` X908.43 "�E 1 ' 9. , chord length of,. ,.QE ELECTRIC MANHOLE PER DOC.. NO. 30653E 907.e4 t� xso s� 9oa.�9 .92 _m _..... , 22.60 feet to'.. the point of beginning. LIGHT vl-I Z� L i �^ '^-• o� .'�? I IY TELEPHONE POLE e- jm X906.11 i. /^914.j2 `".� /_ `'.1 X908.34 m0 , tX 91a.67X9L45 '\ /'' _.__... X906.95 I p ° Parcel 2 .\0 FLAG POLE ( ) DENOTES ACCESS CONTROL OF TRACT B OF (PARCEL 67 X406971 `r 9�3.86 t X908.69 ,!' - `yrssz ° HAND HOLE PER DOC. NO, 30653E -\ o w /I \,9JX9155 X92.as Lot 1, Block I, Gateway North, Carver County, Minnesota. O J 1 o % 0 �g.... 9�348 X90 .Y4' : \\ X907.61 907.$5, (D) DEED DIMENSION , L n - L xs07.f4 / 907.50 I (M) MEASURED DIMENSION L 1 o f � � I M yJ ix91 2a ,� xso6fa7 �� 907.3e Porce 3 ACCESS CONTROL- AS DEPICTED' IN MNDOT R.O.W. PLAT NO. 2 l i y,,� ; y 4 j x908. i X907.a0 S I D - (P) PLAT DIMENSION ` 10-17, DOC, N0. 399301 AND THE PLAT OF GATEWAY NORTH, m$' I w "' qQyy /1 ' RS° xsos.n `907.N 906.71 Lot 2, Block 2, Gateway North, Carver County, Minnesota. B37 R/W BOUNDARY DOC. NO. 451279. 3� �Q 'O i5 t X906.4a' ,\ '.X909 X908.59' X907.20 . CORNERE PER o X906.75 \ > ,' X908.98 �� POYCeI 4 MNDOT PLAT \ oQ -;_ M I L ' 0 PARCEI- 3xeo5.as I - " , W M?` i" NOxBUtLDINGs �/ �9 Outlot A, Gateway North, Carver County, Minnesota. s Q\9A 04.16 Abstract _ d P.LD<'252930030 X906.22 X90629.VQ x907.32 �` OWNER.'; BRIAN A & LOU ANN YD906.73,.--__.. r3,,p' fKLINGELHUTZ / y X9oa.W�7` ---� l ,� g{ A, I �I x9os.3$O(ESS.• 78/ LAKE SUSAN. OR. / SOH a.05 o3.73 ,.�'Xg Q✓ / o1 -T- - {` f \\\ \/ �._✓'` X907.22 X905.26 , j9/iZ93 W lie I X906\50 /• \ / X905.16' _ \ 33- `'-.. X996:22 ./.X�0/4.zss903:0. 5 `_azr)xsoo. X905,5_8"^s ' Y_eaaa] rsos sl P5w \""o r / // 902.7s r X905.58 61",d x`� 11 x 902.44 \ X904.38 /1 / .`v 898 88 r�\\ , .o� .6 / ",. / p 8ss 96 \JJ �:9012T 9 Xsoa. 3-' `\Y. a"o /„-'' / C X901'� �'� 90225 X899 4 �( BEARING ROTATION DETAIL - NOT TO SCALE ` }3 jpj'I•__. \ X901.0% / CJ / {I t M 4 J\ ,. _/� s 90D 7 1 ✓' .,�iQ / J 9 vs' ..,•, ; •... _„ '7� In Q )U 4, U 4A !.. i'-,,r \ rtoCE ov WA\ca % 02.'�ri XB99.23 .� X969.54 :er+ '' '� I+k'p" x 86 BBB.sB rtEr x9oz.7s . ilebl: .�.--':"" /.. .r''S rr �}' " LAKE ci. .._'-.: N ,� AKorA op. ' ,r U/z3/n ti a" �30 ..:~ """""• oo.gz "' 6R..r f•,.,. \ . 17 'x ..m. "7'"'"LL ,: -. \ z a #, ,til 09 c i o fir•., gx '.'�,,, ,„s SO 'Sq�2]'E 02. �'B <7jJ: 897.85 l�A 9 31 'OSI X 00.34 6 -��. __._. �PGE%�,,1'(,,.�0'R" „,� 9(19.68 �,\t' Ix'vtlxl-e°B.ee\ O .,1 Dec: ~,�,, ( 4.73 `.., 0'' Sa F, \` .2ffi C.`� rv. M-@W3s_� 3 /1/'" `� _ _, Q oe3 O E 33. - 41890 B36 t 1 eb E. iyveacat�ss. .r _- F<H7 'I/ r.'. Ixvroeo-Bes]B NJ. S\)SAN,Hr w:' t/`r '"•-�= F r\._✓�. A/e "a„,3 W g e 2 en3s .. �... $ I, �0 __. 1 I __s4z°13a]'w` f PSG. Q ) l' ��..rEPjYIA' r,;--:.:/ r ,:.•' Q. N. LINE OF NW -:T - p W ..... v o i 6 .. �- Is,2o G, P• 'S r" - -,GP`. I Iro-BBx33 n �-. G, o o Lake S U S CP ' � � C _ .._ _>>� OF SEC. 24 '.:.( Y 0.�4 _ I N45°38'13°8.. " ,�\(^,/,897... \1'\ 0�•(a' o i4� 3 'f /X9 �J.. 910 3" r,."' ..,...r` ovr)-ees.zz �7' ns� i»G� G4 �' , o i- ( j ,yZ ..\/" - i \ U T W / y 4}. i j i. 689°33'4�"E VX A98.63 r I6.Bi Y _ �Qi J'�\'° 8 f7.7744 Ali 9 ,✓ o' . N T116N../� =/SS .� �I ��y 9 d� 1 1! 10.00. It's; �Oi +I v"• x \" PI.OF°y/ 5 D �OJ°JOr� .OR Cl\R RDS 3.. R23W ✓`" / /O .. fit I I J I ,,. 0 i r /r',','rp Ixa w]niBa � DOVE C1..... r �.-.-:,,.OQ- v.l- _ _-�\,._r .�.,,: SB9°/9'43"E CARVER CO. / go2cs ? .Ij 1 z , II 1 4 1 \ 7s, .. ^ J, ,.// 897.42 GF, b G• 'X90 ,57 ( )- 6Q-': .2, ,. J. ,n c�CT r `,....._f L i11.. \ ham,.. ? -]. P� _ w T. ( ) zap' (.I co Qt x\_- xaszlz" e3i.79zfi?RP�esa. �0 g•�? ..,reos. ,,::,/ '�. �ROo.:�T�c� cS m: r`" susAN c; _ aid Fo�� s t2y l9p 0'9: S89 933,1 - >3 l - „ - 0 /. yy T D sa j' , -•l�(O W II 7 0 ,r (7J �1 orJ ] \a- -� �_ 1P �86th;' .j` E�UNDO / n3� \\ 7 m ll PARCEL 4 m L �c RM „„,w"" 4" 6 Fj / TERN CT _J Y 4E I ST. - gg 'f GATEW AND wiJ li I IB"fRCP-\ rRucl9rtB.Jo 46 �$ X>090 � T,cC-- 77 r q N : �� WP n d'l.,' ?.'11 `� AY NORTH PLATS) onI Nr I, E \ / ! , � Q1g i'� -,,,. NC .. O HILLS DR �. I 132. M/RICE CT. !, 4 i NO BUILDINGS / (-q,902.38 V '''i ._ / THRUSHT y ,=w �lO � W i'. F` { 00, i 0 \Y' G' `a`�' ✓N°�,.. 77 i �- z N,. �• D) -1 j -i '`'°" tih '</ 3Q, OAP t�aN=sona_i'� 9t18 r .... ado N W xai 0 _BBro] .i ,r^'" / CT . `r6F, SP. �a s.�o . , .... 129. `?i EY g9,. G G7y iwv-eass3(Y O✓' �/`�� ?/ 7 'P S s.., ... 8..0 QS�", .. Ip I • li ` p; I \ / %`P �'V4��GC\E�I j. 'gvreB,aee' \Q, / ✓" �2 `off Op UARDARAOS SPN.... DR ,.,..__ ta.1>9R\P��C� PSS.... ` ., `..?7 /"r<`�. r ... CO CL 5J :: P �' .t I,.O Z �(,\ 111A�9 2.7t9 r / i. rA/'. <r'" 77/ -I i h ¢pOX �43,Zo DER ••» EcSS" /�'\A .•' 903,7.., 66. al r,.r / SJ JSP Ie`�1`' .' 114. GALWAYDONEGAL COVE ' \\ . " 91f.91 -'' 7 m �-P�So P�6�..-,5 V '° 116. GALAYCOVE F�'q� If c(}&i-..,r 1X9 3 r'" A�/? y� ..'P\\y OS 116. SHAMROCK TR. ( 1. c. LM-F.,/ Y W W Z \ n .92 x�7:16 = , 77 's15tJ CP Jp d 117. TOFT COVE iR/Y�{ , op BoQa a3 l 11_ /\ j P O77 x�az-t ABLVD.120 HEMLOCK CIR �j Sw i 119. LONG MEADOW z W1-J- 77 � , w ( K'�i ti v 837 X907 19 N _ i:\' , O i\ � p %jj 1Y \ ¢ 1-- W D. L .... 0 �....�... E j I 5 03N : 7 IY \ \02\\\\ ` D h �lUl 'JL l ya -\ QV xtl]N : ✓' I /a77 _ a �iJ: Ee' 1G„4 Y WAY o7 ° 7JrrJttJl't / I?. 1. N 'Ti� v xvN 77 L /7 1 hereby certify that this survey, plan, or report was prepared by me or under my direct supervision and that ) am a duly. Licensed Land 233 Palk Ave S, Ste 300 Surveyor under the laws of the state of Minneapolis, MN 55415 Minnesota. 612.758.3080 MAIN = DENNIS B. OLMSTEAD ` A L L I A N T 612.758,3099 FAX ame fU ENGINEERING www.alliant-inc.com Signature May 10, 2017 18425 Date License Number N EXISTING CONDITIONS SURVEY DRAWN BY PF,GB, DE PULTE HOMES OF MINNESOTA DATE ISSUED DBO 0 25 50 100 DATE ISSUED 5/10/17 8601 GREAT PLAINS BLVD. AND 760 & 781 SCALE 1°=50' SCALE IN FEET LAKE SUSAN DRIVE JOB NO. 16-o19s A CHANHASSEN, MN 55317 FIELD CREW TL E 4S, SHEET 1 OF 2 OV - - - - - - - - --- S89019'43"E 338.00 -- --� -- - -- -- ---,� - -- 2031g ``_ SANDSTONE MONUMENT AT °`_ NORTH LINE D NW COR. OF THE NW QUARTER OF THE NW \ 153 G' W SEC. 24, T. 116, R.23 QUARTER 32EXCEPTION TRACT C PER vi \ �O Z p N DOC. NO A308045 / 15 � ra �6 A CENTERLINE OF G •V ' S.H. NO. 101 N P.O.B.OF W PARCEL I / -99.73 X�o9.20' C.Brg=S74°l2g''19-,3"W Lu J . � j7909.97 / ( �7 I - I ::. l3E9 a5 ... a 3 ..,(,...... c/ m _ Y INVroE) 9P451 ` �3,v 44 x 90�.21 x9oge x91b7o �23 8 � I � c.. *yq z w ��i 19.6� X i ,� 2' RCP- 1.1-oii. I Wo: p 9 3 I- �� / X909 z`/ X911.66 X90881 68 .,, .. IGI xv_gp6as X910.47 X910.43 F°ftMERI-Y T�H n ¢N y 5` -90 X91043 X,9115a o. 1v 6 ; ...,� - E''D �_�91 z�- �N-a�w _ q8 TE -"X9 b PSEPTIB X / 1 ,." n� x9j4.12 X911.45 '4 VEryi X909.3 - -• x91a 94 yy 91zm x91'L57 os.el X916:77 R=127.60 917.79 y. 'v.\.,X909.53 ` °'`V it X91506 { 36 X911.56 X 5 X r 7 r L=116.49\ pE F k917 6�17.65/ X912 9 X .2X91345 A=52°18'23"_'t--------- - - // o� X9 .04 X91320 X909.Q4)08.94 j VA 09.1 i 910.11 i 9,11 i /7'\/ T X915.45 C.Brg=S33°34'37"W /,r °E X 6.78 X917.29Xs7741 /r ® X91s4x914.36 xs11.86 'Lx9O9.64 x910.z1 (4 1 X916.92 X916.90 m �.r ! C.=112.49 WOOD _ ; NON TANGENT, 1 N X917 n X960'22+ X91)27 ;L X917.49 of WALL mm t X91352 y L 0� BRICK- X ��74P6 X909.03 11 'X91 MEASURED - (/ WALL `. i ? r,= X908.62 x90s.77 ' y X X908.30 'L v 91 I6 6 - - - - - - - - - - - - ---- � ' X916.92 X916.65 X916 4 X91616 // 1J t✓'� X91771 IX91580 `,X91367 O� X G� io X916.$9 90948 `v tel X917.31 C-C 913 85 LL 909.52 X9 b2 RAVEL P} 3-� 1 X915 78 ,i 3 r� XW'g592 � \ qK i g N X91155 ,-X 908.05 ` IN, e X91 fs49., A of } ? k o7.6 9m.ID x9d7a6 Nx Xgs.04`'., I g 5q ,:. /�• / X91556 } + X908.21 -Aix / rV61 r / EM ... X 913.69 ' % / ! X913.35; X91Dtfi6 0 €� GRAVEL ) GRAVEL \\X915.42 ,{ ax'v X¢08.28X906.88 X906J5 X907.07 X908.99''q 917.51 '- WOODEN BARN / A 914.72X X914.23 XX91289 91001 L 6 , - 'y 16.38 X915.53 \ X90686} HEIGHT 3152 / \ \ 3 / d l X907.5 X906.89-X908.14 i \V____4 X91426 X906. 9bZ20 \ \ X917�9 \I 91685 X91540 / BARN ) \ X911.39 �f X90946'I X90].10 ( t X917.5@ X\ X91584 / I X913�4� /' ice\ X90623 €1 V A X9167�s1680.• �^^j' t \ {/ X906.52 X90604 V X ° % X91428• K 1354 X91154 i i '/ - x X..15.74 % J t xxgg8�6 97 ' Lu XX Xx i GRAVEL �� ' I X912.87 j / { X90].20 X907.11 {} 429XXBI4.O6X913.80 / X9I2.GRAveL / X9D655/' t •`{ X9I7.30 \�''91652 i X cr / / 905.58 r 5 x v e'` :X X907J5 X90560 X909.96 / t x921.03 / r T t / (X 920.27 xe1ss1118.27 6 x - / \ X916.50 •v Q 82o.3J r�r ,p X�3 i 7°• X 913,21 X517.7N4'0* 9< t %� XXx9 X 5 Q X917. /, R 62/ 15%5.911.87 , n 16.04X L 222 80 X916.9 4 20 °33 05 " X914.3� a X917.02 9C`22/. 6/ /'�' � 914.87 r X913J7 X / �915.72 Q 914.42X d X912.44 X 9,13.73 O� Q O Cb O /16.7 4 r er/ a p yam• cb cb ,Is.s ' xsls al Q" N. O p 4 80 X91J ...... �• Cb Q M Qco. �... O p /Cb A, N 0 4 / Ac O~ x_. V /.77 d X9O,69 �(Q: } / 0 2 1� t � Q ry \ V / X919 §,917. 9 4y 5 X919.79 1 e 915.49X / 20 X9174 X918,94 D V t' �l d X h � X91783 / i i �INP-£e5ti8__ sv , X913 G4 $ / 9(8.34X f Q I r ti gX91277 I �k I i � C918 28 0 rt /X912.93 X91L52 X909.39 JJ906.02 !' jx913.8X 4532 b pi X 91501 / X X X90776 I X90X®88.65 1 h1° Xgl 24 ' ~y17.34 X917.05918.48 'X91598 X915.48 �� J\---- --/ X90489r 56 X909.62 tT e / X9170 o 915.84 _ X909.12 1 3 / V x916.72 '� x914.22 PARCEL 1 \v X909.4i906.az x904.66, Cl v bps 111 -1� N_vN� I� X9I453WNER PBRI GELHUTZLOU ANN D X9IL37 X91D.62 §fX§l0:oe� X909.38 X90845 10 �i X903.85! v�90807 1909.1 Inv-m �� wv w)-9 ! 4 X 9 11 .08, wv(s)-sll.e�s 91s.82 A+7DRESS 8601 GREAT PLAINS X91239 X91 .31 X907.95 ,iI6.00 1 j 907 �J X91654 i, , X907.26 `� € 2]a 1 D RC4' / _ _\, "' n I 1 AI+ / /I %X915.04 / 913.99\ r _-I_X(912.12 r - n I 1 X911.78 /I / / / r' ,. \ x90T75 I r- / v b P 4 IA 11 1 I / / I I F- I L--I F-'( I A11/ '0910,771** I I F i � IF- Ic �x9ry{.89/ _� � � � � v v +.v / - t rl IX91255\ V V V X911I20/ _ tp X Y)901903 Xg07.8s. / L - / t Z'Ca "XP0610 `€ `"} X91624 Q X909.18 f XB0393 �( I X913.12 i ' '1\ V y{t 16.96 X915.47 X910.90 J (q i : / X915.92 X91475 i f X90746 { K91 20 i X916.88 X'"918.03 .i �O X,90A 19 i p 0 cc] X912.77 X911.79 i n v X907�01 M rc / CENTERLINE OF - X9IL68 Sj 5(90186 g y +i ( I -H. NO. IW915.69 rt X912.40 t X908.f51 / § h •{ q P.O.B. OF X915.52 p X90734 PARCEL I �' X911.80 X91090 I X90828 / 1 X914.84 C) A I y p 1._ i X913.12X 912.71 } X911.52 x907.27 X906.48X�" W -X 17.03 t X91244 X91R.6Ip 38 x9o8.V9 X 915.84 = T r` X905.23' ,"i )X907.21 v ti� X917.19 X916;19 X914.56'� X911.6 X911.34 X90642 1 '*J \\� X-�-�-> X 91645 X910.28 TI �1 >» > XSI8.B7 XgM3694 X90768 X915.28 k913.94 j ,+` / X901.37 - X 911.43 X�9�99 X908.5s xjgiZ/ p V X914.81 y, X91329 X912.64912.03 X910.73 f,' X99062,8 X90130 ' 3 X91 .30 X909.32X915 { ,, X910.54 i ! X901,39 4 !` ' / .' X 918. \ y X912.6q X911.36 7 X909.68 ! / X903.18 X902.29 k903: ` PARCEL 370 / ! - r' \ -' X917.1 X916.41 i X915.89 XI91d;22 r' X910.72,'7 /X903.41 NDO / / v •"+ t 5C 916.90 / / - /r yrV ! a r X90287 X90 r 1 X906 - j}IGHT=OF-WAY/ r ' /X911.83 /� Z: PLAT. NO.'10 17 AS:/ X915.38 f X913.70 ' X91063 :/ X90741 ' Dj' " - X / ONUMENTED X915.31 ' X912.02 •/ 51( n0 9�3�3tl ) / - r/ xslLso ) ` y j X914.74 33 916.03 X911.09 / X904 4D.' 11' 9 / ,A ' N /-\ V X917.02 X914.5BIX913.85 912981253 X96.36 / ;/ /i/J ' / .7] GEA-ZN�" E �I I X913.3v4 .{ ! X904.17 .. ..._-. _. 9 n0. C t -/ �Cd17.63 SOUTH LINE OFF THE NORTH 660 OF THE f 0' 0I p III X917.06 HALF OF, THE NW QUARTER SEC 24 1 i X9IL54 }, /WESTE'RLY RAW OF LAKESUSAN DRIVE -- WEST S89°l9'43"E 430.13 -' / - X911.81 X909;40-- x915.1'7 x914.¢6 397. 13 t y REBAR X916.76 -r-iE91z^.M8- L 1 ,+-. --�'r g{2 Q'� `�F { �., L / tc „ .•4ea.x-u--v ..xeur>`v�.NewN;rc:+. r \ X91479 10' D&U PER GATEWAY NORTH � /"X 905.56 `� 1 7 YJ�_..^ / 5 21 r E --_- - --_---'-'`-- ' _ - _ - - _ / -; - B 1,9' TIE II { X912.59'cR ,:. y'" X3(916.14 ` ,' x " , 6\ 09 d yFJ\\ RCF _ X 916.48 X915.10, g / / r 21 1 _ J 'S ,OOv i II -NORTH LIN,E'OYFA9%EWAY NORTH ,? ! ,/ ,°. \p' \,/ �, •( s _ - - \; tiX Iy.25 g16.65 �r X915.86 /% /f /fly1 END ;OF ACCESS !� Pam' /° ' // �O 3, v <'I - &NTROL PER MNDOT r / / 9118.0 \ INv - s roNl r:' x9I3.88 X91311 x, R.O.W.PLAT N)( I4 I7°;"'"'x !: j/ •` X 915_B6 ,� / X90642 \ V .G X91443 ! e / f X� / 6P .!! X 1378, :...� B3 \ .'' / \ o�/ .'S=6�•r� V h916 K jBl 4�. A I A / ./ .,' !/ / 0.3N ° ` rt'r='" xs)s.1RR'' PARCEL 2 ,,*91ngA : "XbO6.82. t +x ? 0�A5 v X9�q v 1 3 - O Xs .BS X915/2RI4.99 € x; ( G D V / `o' w) 9 As p NO BUILDINGS vy 1 / P R ^7 o W ,'� R` N� AID. 2529JO010 � ...-�`' n \�,/ � r � IITY:iF9.r135 OF y ePg06 j / 14 44 QP/ / / e°P°Oj6/ A v �' OWNER' BRIAN A & LOU ANML A� r I F ! E�0Vt'E V� (/ 4� �I N N tI,.-._,.. KLINGELHUTZ 9 01'2.� 1 X4906,9y r \ r ✓ 0\' G. r / C\OR / �Et:ZE� 0 v :/. { U o v a J[91437cT > ADDRESS 760 LAKE SUSAN X90682 f' SP 0 /'l 9 F paE ER� WpiQ �P 0 :.'/ a.ye .l' . " Qzwo -'LL xdi .. uvo mu, E h• ''/ p°p`'p6 .+• 4 Rah 3 ... -G ;� / - ell F X91320 X91324 Xf P (' "/ ^Je'p� `'� A 4 X9129d 912.J6 � X909. ? ! X9102.8\6 � 9 /w1� ( � E�'tyP d /i'' A v� i J r 9 9 8 ...�:{ Z� N ]Y• >9on3 / p r' - T - W .,. UN G 90 V I ( 0 908.34 , xso7.s7 x90]41 `x�Hse ti6��PyJg�i .C1k //�' �E•55'('� � A 08.10: �! v/� \. Q/ W �3 909 s R 566 qg',° f9126s9X PS/ / / �o I` - .'i<9 5 E ! �� +� rs L 85 00 X 911.36 LIJ 1 E�FXs/a 916a211 r �,--9°3T07" `��//� DN�Q P; 9.9 I // X /oo �N / ry 0 / GO � p I- LL /.Br-N66°55'48"E v :: / /� G6sE P' / i 909 6 g- I 1, G =89190 �5. 82 ' r \ - - svnrra-.. RCP �� PPP 5 Yo + / IxvM 9w,a5 t L7 t / /: - j°\" fJ a A� / Oi v(s men / G.IN _ / 9 6 DO a X914/39 X91D.68 �Z // T M - ° /I REBAR X 'X91L N 2 .,P � 912.4z �P� a° 1 _ i y _ f j N44901 / .59 " / / P / /y 701 0 I Jir + ° A CO i • 910.89/ Eg 912 24 !G 1os5-/ 3 1 T' 91z.1s Q V�V P` N :. 91 n1 �iQ 1 / Ise S> �a i < ., ` :', I$IL-ensi /l Ee* MNB11 =see ee 7 / INv(Nw)-9ozsa wv-sae ea rA 05 912.44 �a1 / �F k /i 4 / Arp" E wv(NE7-9oeu vs T f BI 1 91248 i o31 2g0 00 9°051 x // 3,{� _ _ --- R 6 / \ _ / N (ro-9oe. �EL 267 x g N ,� / O fgiase` 9053 6E zr+�x912szC.B�..1 o .a F.2 Nee. Baa pp RCP eSa a( 1r, &.Q ` / E p a CT N � ��„a SEE v(�9°l so p4 Z Xg$f5 I t / i / � I x. - ep ` 5°00'07 E II e 3 4 6j� 54"7 ,.._ �-Fi nn �l `L � I 0 25 50 100 1 �` SCALE IN FEET BEARING ROTATION DETAIL - NOTTO SCALE N. LINE OF NW 114 - OF SEC. 24 S89019'43"E (CARVER CO.) CA9°/933'E (MNDOT AND SWAY NORTH PLATS) LEGEND (E) MNDOT MONUMENT -p SANITARY SEWER O SET CAP IRON MONUMENT 18425 -» »- STORM SEWER • FOUND IIRON MONUMENT WATERMAIN SET NAIIL/WASHER E UNDERGROUND ELECTRIC {}HYDRANT T UNDERGROUND TELEPHONE g WATER VALVE 0 CONCRETE SURFACE. ® TELEPHONE BOX BITUMINOUS SURFACE (5) SANITARY MANHOLE Q SIGN ❑ CATCH (BASIN DENOTES BOUNDARY OF TRACT B OF (PARCEL 67) Cy.ELECTRIC MANHOLE PER DOC. NO. 30653E CT LIGHT I% TELEPHONE POLE ..p FLAG POLE DENOTES ACCESS CONTROL OF TRACT B OF (PARCEL 67) ° HAND HIOLE PER DOC. NO. 30653E (s) DEED DIMENSION p p p (M) MEASURIED DIMENSION ACCESS CONTROL AS DEPICTED IN MNDOT R.O.W. PLAT NO. (P) PLAT DIMENSION 10-17, DOC. NO. 399301 AND THE PLAT OF GATEWAY NORTH, B37 R/W BOUNDARY DOC. NO. 451279. CORNER' PER MNDOT PLAT 0- 0 N N CD N N C 7 L 7 (n OC / N c O C O U OB c U X (D T L !n 0D LID CD 0 N / X N E c 0) C •3 O C) w SHEET 2 OF 2 SITE PLAN DATA (NORTH PARCELI: PID = 252930010, 250242420 EXISTING ZONING = RSF-SINGLE FAMILY RESIDENTIAL PUDR-PLANNED UNIT DEVELOPMENT/RESIDENTIAL DISTRICT PROPOSED ZONING = PUDR 2030 LAND USE = RESIDENTIAL LOW DENSITY RESIDENTIAL MEDIUM DENSITY MIXED PROPOSED LAND USE = NO CHANGE GROSS AREA 8.133 AC PROPOSED WATERS EDGE DRIVE R/W DEDICATION 0.795 AC NET AREA 7.338 AC NET AREA WITHIN SHORELAND DISTRICT 4.111 AC PREVIOUS AREA WITHIN SHORELAND DISTRICT 89,972 SF (50.25%) PRIMARY STRUCTURE SETBACKS: WATERS EDGE DRIVE = 25' LAKE SUSAN DRIVE = 25' TH 101 = 40` PRIVATE ROAD = 24' RACK -BACK DRIVEWAY = 22' MIN. (22'-26' RANGE) SITE PLAN NOTES: 1. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES, SUCH AS EXISTING GUTTER GRADES AT THE PROPOSED DRIVEWAYS, PRIOR TO THE START OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OF VARIATIONS FROM THE PLANS. 2. ALL DIMENSIONS ARE TO FACE OF BUILDING AND/OR BACK OF CURB, BUILDING DIMENSIONS REFER TO OUTSIDE OF BUILDING FACE (TYP) UNLESS OTHERWISE NOTED. 3. REFER TO ARCHITECTURAL DRAWINGS FOR CONCRETE STOOPS ADJACENT TO PROPOSED BUILDING. 4. CONTINUOUS CONCRETE CURB & GUTTER WHICH CHANGES TYPE SHALL HAVE A MIN. FIVE FOOT TRANSITION ON PRIVATE ROADS. 5. ALL CONCRETE CURB AND GUTTER ADJACENT TO CONCRETE WALK BE SEPARATED BY A 1/2 INCH EXPANSION JOINT. 6. PAVEMENT STRIPING SHALL BE 4 INCH WHITE. 7. .ALL WORK WITHIN THE R.O.W. STALL COMPLY WITH THE CITY ENGINEERING DESIGN STANDARDS. 8. "NO PARKING FIRE LANE" SIGNS MUST COMPLY WITH CITY ORDINANCE, THERE IS NO PARALLEL PARKING ALLOWED ON PRIVATE ROADS. 9. ALL CURB AND GUTTER TO BE CONCRETE SURMOUNTABLE, B612, OR B618 TYPE AS NOTED, PER CITY STANDARDS. 10. STEPS WITH MORE THAN 1 RISER, WILL REQUIRE 3' HANDRAIL. 11. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES, SUCH AS EXISTING GUTTER GRADES AT THE PROPOSED DRIVEWAYS, PRIOR TO THE START OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OF VARIATIONS FROM THE PLANS. 12. STEPS IN FORMED/CAST-IN-PLACE SIDEWALK SHALL HAVE 8" RISER. ouTLaT CE OUTLOT 10' 24' BACK TO BACK 10' \ SEATING AREA\(TYP) + rl..F 3 . \ O i � SURMOU TABLE 612 1 y O > > SURMOUNTAB E/8612 /B J c \ >> CURB & GUTTER CURB & GUTTER 2% MIN. (TURF) I BITUMINOUS Z% MIN. (TURF) i 9 DRIVEWA PAVEMENT RIVE AY \�.^ �* CURB STOP 2% MIN % MIN. CURB STOP O t 10% MAX. 3% 3% 10% MAX. 1 I � GAS GAS LAC ELEC .,. ... .>.. .....I yl L t` PHONE (WATER LINE PHONE _ O. CAN CAN I EXISTING BITUMINOUS TRAIL : B612 - o �;, 3AN SEWER LINE10 TIP. i \. SE y 1000' SHORELAND C&G \ OUTLOT F by TYPICAL ROAD SECTION (24' BRB)5 DISTRICT BOUNDARY a NOT TO SCALE PIED RAMP A n a \. \ LEGEND: n - — — — \ EASEMENT LINE CONCRETE — — BUILDING SETBACK \ SIDEWALK ROAD a PROPERTY LINE LOT LINE (INSET A) - - - ROW S TA TE HIGHWAY 101 s 1.5" TYPE SP 9.5 WEARING `} COURSE MIX (SPWEA230B) 4" CONCRETE TACK COAT ll_ COURSE MIX (SPNWB230B) 2" TYPE SP 12.5 NON WEARING Z 4" AGGREGATE BASE CLASS 5 8.5" AGGREGATE BASE CLASS 5 ^I 12"SELECT GRANULAR BORROW 0 20 40 80 PAVEMENT SECTIONS NOT TO SCALE SCALE IN FEET u BUILDING OPTIONS / RESTRICTIONS BLOCK -LOT SUNROOM PATIO 10'x12' PATIO 6'x7' B1-Lt Y X 81-L2 Y X 81-L3 Y x B1-L4 Y x B1-L5 Y X B1-L6 Y X B2-u Y x B2-L2 X 82-L3X B2-L4X B2-L5X EY 82-L6X B3-L1X B3-L2 Y x B3-L3 Y X 83-L4 Y x B3-L5 Y X B4-L1 Y x B4-L2 Y x B4-L3 Y X Ba-L4 Y x B5-L1 Y x 85-L2 Y x B5-L3 Y X B5-L4 Y X 85-L5 Y X B6-L1 Y X B6-L2 Y x B6-L3 Y X B6-L4 Y x B7-L1 Y X B7-L2 Y x B7-L3 x B7-L4 X B7-L5 X B7-L6 rY X B8-LI X 88-Lz x 88-L3 Y X B8-L4 X B8-L5 Y X 88-L6 x B9-L1 x B9-L2 X B9-L3 Y X B9-L4 X 89-L5 Y X B10-L1 X B10-L2 x B10-L3 x B10-L4 X B10-L5 X B11-L1 Y X B11-L2 Y x 811-L3 Y X B11-L4 Y X B12-L1 Y X 812-L2 Y x B12-L3 Y X 812-L4 Y X 013-u Y x B13-L2 Y X B13-L3 Y X B13-L4 Y X Y = SUNROOM OPTION AVAILABLE X = PATIO SIZE LIMIT ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAx www.alliant-inc.com J W L) Q Q H tn LAJ Z Cl) ( Z Er a W 0. N a IL W a Z IW- U M F I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE License No. Date QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 5-19-171 CITY SUBMITTAL . 6-5-171 WATERSHED COMMENTS PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 216-0199 6 SHEET 6 of 23 11 b, kr 906- „ A P � , OUTLOTE ` 'iF \S. ', i• .:... - / .. .,—+, r, ..,4. .� ,S: - 9 B{JTTOF�; 899.00 1 \ ,ikS �.'.. i l , , 1DO�YR IIL- Y3.VU B` � \ \, 1-:i ��\., `. - •' > y.,, ifA' � k �t 01 •,:. :' ; -. t i I� �.; `... r� . �' : \ In ..\ w- fib, Z,._l,- t rn " 1 gg t } \ 1 o QrII"O\JITA ,A / F t l .i. � 0 ; 00 ., .: ,✓\ �Q,P � 1,:1 S '::�>, Yf;\\ R .,,�:, , "'t�� T:, i�:,fi p { ,, ta1 r r r,r 1 �� 3"#7 W , t � � s� A;. tp N m N d 916 , h"�y! E V ,,,'" /\ , // »� \ ' {t�t'� >N+ �i T __.. TURF REINF. MAT t ., A x . 9. 61 O z GFE (1-2) B 1 118.5 �V FE 917 (3- 8 'i �§\. \ 4 \ ". "'` ''..., i ,; � >`F / S%rr' ,I� ✓' ✓r - f � t ,. t:. �. \ 1 `, 1 .,. �� ,. � ��9�r w � w ' 1 , vi 1 � ill .� s tr: �, i t�, p� ., ,�� ry ,s ,�,,r fi '.;:',. '".d .�{.,.. - it E, i P�, (�•'� > II '� ! I X ,t. ��\\) hh h ' •I i .. 1 �.1 , , :, ".. , , E.< ;'�\ ,'R^' (4cn P,n \ ;: �i\'•.;,a, ,/ / ,.. , \ . \: �'� ��.) 'P�< " � \-- ,r - �` W L , sl,n. �!i .: .,. rJ(aILf.). da . t f y, m .. <; I r ...!^ .V .ter \ tt Tr s 41 �i ' a 'A t � Y.lt i :`t ,: \ ,<; r( / 5.a¢«L , \`.•�. i d? { 2 ... 1. t t ��': � 4 ,,, - :, ,.. ..: / : n'; �' _• � •„f;+ , \ \ �.. \ 01 {" 1 \., m 3 O�� .i ill:. �' `.' �`*1,. ' '',\ �x '•F o' m oU1_ �' ` . � .� � m A� i/ , t ,e t ,flj m ... r t V 6 914 Li �i\ �1�h � 3 u i -, : c v . �. . _. t\ 1} \ Y\�, a t ., < l _ _ _ �.;-z �`• 9� t, O GRADING LEGEND: - ------r-,--- PROPOSED LOT LINE GRADING PAD, SEE DETAIL - " RETAINING WALL BLO K 1 (NOT DEPICTED IN PLAN VIEW 2 3 4 PROPOSED BUILDING FOOTPRINT ■ • PROPOSED CATCH BASINS c 14• REAR PAD ELEVATION � � PROPOSED STORM SEWER 11- 1 .. GARAGE FLOOR ELEVATION (AT DOOR) - _ SPECIFIED UNITS PER GFE (SPLIT UNITS) — — — — — PROPOSED EASEMENT ADDITIONAL GARAGE STEPS DRIVEWAY SLOPE PROPERTY LINE SETBACK LINE P 12 - - EXISTING CONTOUR LOT LINE 912 PROPOSED CONTOUR — — RIGHT-OF-WAY hN X12.44 �9�2 PROPOSED SPOT ELEVATION — — — — — — — TREE PROTECTION LIMITS TW 15.0 TOP OF WALL ELEVATION EXISTING VEGETATION LIMITS BW 11.0 BOTTOM OF WALL ELEVATION TREE TO REMAIN (PROTECT) �2.007 DIRECTION OF DRAINAGE 152a EMERGENCY OVERFLOW ROUTING Z 0 30 60 120 SCALE IN FEET „ ad,a" a01 W .� "^? 1 .A 1 lu f "'V u. o o v v avv ov 9 , _ ,- _...... N ,��-"1 2 � '•:;p,A �\\ r, N UTOAT F v v 91 � L i 0 a gQy- 19 , i S TA TE HIGH WA Y 101 _ n GRADING NOTES: 1. ALL FINISHED GRADES SHALL SLOPE AWAY FROM PROPOSED BUILDINGS AT MINIMUM GRADE OF 2.0%. ALL SWALES SHALL HAVE A MINIMUM SLOPE OF 2.00%. 2. THE CONTRACTOR SHALL KEEP THE ADJACENT ROADWAYS FREE OF DEBRIS AND PREVENT THE OFF -SITE TRACKING OF SOIL IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY AND WATERSHED. 3. NOTIFY GOPHER STATE ONE CALL, AT (800)252-1166, 48 HOURS PRIOR TO START OF CONSTRUCTION. 4. ALL IMPROVEMENTS TO CONFORM WITH CITY OF CHANHASSEN CONSTRUCTION STANDARDS SPECIFICATION, LATEST EDITION. 5. ROCK CONSTRUCTION ENTRANCES SHALL BE PROVIDED AT ALL CONSTRUCTION ACCESS POINTS. 6. REFER TO GEOTECHNICAL REPORT AND PROJECT MANUAL, FOR SOIL CORRECTION REQUIREMENTS AND TESTING REQUIREMENTS. 7. STRIP TOPSOIL PRIOR TO ANY CONSTRUCTION. REUSE STOCKPILE ON SITE. STOCKPILE PERIMETERS MUST BE PROTECTED) WITH SILT FENCE. 8. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES. 9. IMMEDIATELY FOLLOWING GRADING OF (3:1 OR GREATER) SIDE SLOPES AND DRAINAGE SWALES, WOOD FIBER BLANKET OIR OTHER APPROVED SOIL STABILIZING METHOD (APPROVED BY ENGINEER) SHALL BE APPLIED OVER APPROVED SEED MIXTURE AND A MINIMUM OF 4" TOPSOIL. 10. THE GENERAL CONTRACTOR MUST DISCUSS DEWATERING PLANS WITH ALL SUBCONTRACTORS TO VERIFY NPDES REQUIREMENTS. IF DEWATERING IS REQUIRED DURING CONSTRUCTION, CONTRACTOR SHOULD CONSULT WITH EROSION CONTROL INSPECTOR AND ENGINEER TO DETERMINE APPROPRIATE METHOD. 11. REFER TO STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR ALL EROSION AND SEDIMENT CONTROL DEVICE LOCATION, .DESCRIPTIONS, NOTES AND DETAILS INCLUDING CONCRETE WASHOUT STATION INSTRUCTIONS. 12. BUILDING PERMITS ARE REQUIRED FOR ALL RETAINING WALLS 4 FEET IN HEIGHT OR GREATER AND THE WALLS SHALL BE DESIGNED BY A STRUCTURAL ENGINEER WITH DESIGN REVIEWED AND APPROVED BY THE CITY PRIOR TO INSTALLATION. 13. A 3 FOOT SAFETY RAILING IS REQUIRED ATOP ALL WALLS 30" TALL OR GREATER. PAD WIDTHS = 4 UNIT = 96' 5 UNIT = 120' - 6 UNIT = 144' A= GROSS H.D. 1.5, 8= TOPSOIL RESPREAD 0.5' C- NET H.D. 1.0' D= PAD DEPTH 4 UNIT = 54' 5 UNIT = 66' 6 UNIT = 66' E= GARAGE SETBACK 22' MIN FROM BACK OF CURB F= OVERSIZING 5' — ALL SIDES G= OVERSIZING SETBACK 17' MIN. FROM BACK OF CURB TBC E D F C F G e A MASS GRADE LOT TO SLAB ON GRADE DRAIN TO EXTENT NOT TO SCALE POSSIBLE ALL NUMBERS IN FEET HOLD DOWN DETAILS ` ALLIANT E.N G I N E E R I N G 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com J J Q W O z 5... W a a z Q _ ♦— OUj m Q z Z V) Q a N a z_ F— Q J Q W Q z 5 LL a I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE .Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 5-19-171 CITY SUBMITTAL 6-5-171 WATERSHED COMMENTS 6-20-17 1 CITY RE -SUBMITTAL PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 216-0199 7 SHEET 7 of 23 ---------- - ---- ... I r---- :;u M r—i r'J 0 > -71 7 (0 -01 M APPLE TREE LANE GRADING LEGEND: PROPOSED LOT LINE _REAR �T�2, GRADING IPAD, SEE DETAIL BLO:K I (NOT DEPICTED IN PLAN MEW 2 3 4 PROPOSED BUILDING FOOTPRINT c 14 REAR PAD ELEVATION 4) GARAGE FLOOR ELEVATION (AT DOOR) 74w�(1 --SPECIFIED UNITS PER GFE (SPLIT UNITS) I ADDITIONAL GARAGE STEPS DRIVEWAY SLOPE 9 '2 - EXISTING CONTOUR _912— PROPOSED CONTOUR x1 2.44 *10- PROPOSED SPOT ELEVATION TW 15.0 TOP OF WALL ELEVATION BW 11-0 BOTTOM OF WALL ELEVATION —2.00% DIRECTION OF DRAINAGE 0* EMERGENCY OVERFLOW ROUTING RETAINING WALL ........ ... 0 PROPOSED CATCH BASINS > > PROPOSED STORM SEWER — — — — — — — PROPOSED EASEMENT PROPERTY LINE SETBACK LINE LOT LINE RIGHT—OF—WAY — — — — — — — TREE PROTECTION LIMITS EXISTING VEGETATION LIMITS Q1 524 TREE TO REMAIN (PROTECT) ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAx www.alliant-inc.com .j LU CL IoC z %4� z 41 CL Uj 1111 z 0 V) M LLI z z Cl) z aCL LLJ z F_ a J Cn z < LU < Z IM li arj I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 5-19-17 1 CITY SUBMITTAL 6-5-171 WATERSHED COMMENTS 6-20-171 CITY RE —SUBMITTAL PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 216-0199 8 f+ I SHEET 8 of 23 r�<lIN! 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HYDROMULCH ON POND r _ • \ ; "'> V <, 'a 4 SLOPES ABOVE POST -P • • '� , ..` Q Y - 1 e? ' ��t k ss=1' i GRADING SILT FENCE WHERE Y, t f i �� a_.M-• .-•-•. •� •!,, --�s... i SLOPES ARE 3 1 (F. V) , " i-+-.-%-.- • t z I x q" e V1 1 V A/ '.t r -..,. ,.. .,'91 'W- ,F. & .O U T -- - Q vF� _. > s t _ ✓ t _ w� - _._ , v�� LLI It , a:. -- •l mac.. 1 914 L TEMPORARY SEDIMENT BASIN V , AREA W/ FAIRCLOTH SKIMMER. OUTLET,_ Z LJ `. S TA TE HIGHWAY 101 ,, ... - Q �- J 0 30 60 120 �_ �� \. Cl) Z Q O W Q Z SCALE IN FEET rl \ U i.L W I hereby certify that this plan, specification, or report was LEGEND: - --- ._... a# -"' -"- ""- EXISTING CONTOUR PROPOSED CONTOUR 789 DIRECTION OF DRAINAGE rN 414 PROPOSED CATCH BASINS ? - > - - PROPOSED STORM SEWER PROPOSED EASEMENT PROPERTY LINE - SETBACK LINE LOT LINE - - RIGHT-OF-WAY O EXISTING TREE TO REMAIN - - - - - - - - - TREE PROTECTION LIMITS � PRE � SF � PROPOSED SILT FENCE (PRE GRADING) � PST � SF - PROPOSED SILT FENCE (POST GRADING) 1J INLET PROTECTION ACTIVE SWPPP SCHEDULE CONSTRUCTION SEQUENCE APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MULCH BERM FIBER ROLLS / MULCH SOCKS SILT FENCE TEMPORARY MULCH COVER TEMPORARY HYDROMULCH EROSION CONTROL BLANKET ROCK DRIVEWAY / ROCK PADS INLET PROTECTION DEVICES PAVEMENT (DRIVEWAY/ROADS) SOD STOCKPILES NOTE: CONTRACTOR, GENERAL CONTRACTOR OR SWPPP INSPECTOR TO COMPLETE TABLE AS GRADING PROGRESSES NOTE TO CONTRACTOR: CONSTRUCTION SEQUENCING: prepmy etrsupervisionaandnthat I THE MASS GRADING CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ALL EROSION AND MASS GRADING PHASE: am a duly Licensed SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMPS) AS SHOWN IN THE WEST PARK MASS 1. INSTALL STABILIZED CONSTRUCTION ENTRANCES. PROFESSIONAL ENGINEER under GRADING SWPPP (EXCEPT FOR POST GRADE BMPS NEEDED AFTER UTILITY CONSTRUCTION 2. PREPARE TEMPORARY PARKING AND STORAGE AREA. the laws of the State of MINNESOTA ACTIMITY). THE BMPS ARE TO BE INSTALLED AT A MINIMUM AS SHOWN IN THE PLAN, IF 3. INSTALL THE PRE -GRADING SILT FENCES AND INLET PROTECTION BMPS ON THE SITE. CONDITIONS ARISE, ADDITIONAL BMP SUPPLEMENTATION TO PREVENT SITE EROSION OR SEDIMENT 4. CONSTRUCT ALL PRE -GRADING EROSION AND SEDIMENTATION CONTROL BMPS. TRANSPORT MAY BE NECESSARY. THE MASS GRADING CONTRACTOR IS RESPONSIBLE FOR ALL 5. COMPLETE MASS GRADING AND INSTALL TEMPORARY AND PERMANENT SEEDING AND PLANTING. MARK RAUSCH, PE BMPS REQUIRED TO COMPLETE THE MASS GRADING ACTIVITIES AND SUBSEQUENT TEMPORARY 6. CONSTRUCT POST -GRADING SILT FENCE ON THE SITE. SOIL STABILIZATION NECESSARY TO PREPARE SITE FOR STREET AND UTILITY CONSTRUCTION AND HOME BUILDING. AT THE COMPLETION OF MASS GRADING WORK AND SATISFACTORY SITE SOIL STREET & UTILITY PHASE;: Date License No. STABILIZATION, THE DEVELOPER AND MASS GRADING CONTRACTOR SHALL COORDINATE THE 1. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS. TRANSFER OF NPDES PERMIT RESPONSIBILITIES TO THE STREET AND UTILITY CONTRACTOR AND 2• INSTALL RIP RAP AROUND OUTLET STRUCTURES. QUALITY ASSURANCE/CONTROL THE CITY. 3. INSTALL INLET PROTECTION AROUND ALL STORM SEWER STRUCTURES. 4, PREPARE SITE FOR PAVING. THE STREET AND UTILITY CONTRACTOR AND CITY WILL THEN ASSUME THE RESPONSIBILITY TO 5. PAVE SITE. BY DATE PROVIDE INSPECTION AND MAINTENANCE OF ANY IN -PLACE BMPS AS WELL AS INSTALL THE 6. INSTALL INLET PROTECTION DEVICES. ADD111IONAL BMPS REQUIRED IN THE STREET AND UTILITY CONSTRUCTION DOCUMENT SWPPP. 7• INSTALL POST STREET AND UTILIiFY SILT FENCE. DATE ISSUE UPON COMPLETION OF STREET AND UTILITY CONSTRUCTION, THE STREET AND UTILITY S. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES CONTRACTOR SHALL REMOVE ANY BMPS INSTALLED DURING THE STREET AND UTILITY PHASE (ONLY IF SITE IS STABILIZED), IF REQUIRED BY THE CONTRACT 5-19-17 CITY SUBMITTAL THAT ARE NO LONGER REQUIRED AND COORDINATE THE TRANSFER OF NPDES PERMIT 6-5-17 WATERSHED COMMENTS RESPONSIBILITIES BACK TO THE DEVELOPER OR TERMINATE THE PORTION OF THE NPDES PERMIT TRANSFERRED TO THE CITY AND THEIR CONTRACTOR. SWPPP BMP QUANTITIES (PER PLAN): EROSION CONTROL CONTRACTOR: DISTURBED AREA 7.6 AG RESPONSIBLE PARTY TBD SILT FENCE 3,317 LF D N D DO NOT DISTURB AREAS INLET PROTECTION 27 EA SEDIMENT BARRIERS ANTI -TRACKING CONTROL STABILIZATION BMP'S GRADING ACTIVITY PULTIE HOMES p' TEMPORARY DRAINAGE ROUTING 1. SILT FENCE (MnDOT 3886) 1, 2" CRUSHED CLEAR ROCK L STRAW/HAY 1. CONCRETE WASHOUT IS DONE BY 75001 OFFICE RIDGE CIRCLE, SUITE 325 BIOROLL TBD W/ CD PLANS PROJECT TEAM DATA ?I" DURING MASS GRADING 2. CURB LOG (LAND DEVELOPMENT) MnDOT TYPE 1 MULCH TRUCK WITH A MOBILE WASHOUT EDENI PRAIRIE, MN 55344 SEED SOD POST GRADING / AREA 6.4 AC DESIGNED: MPR 3. ROCK WEEPER 2. EROSION CONTROL BLANKET SYSTEM PROVIDED AND COMPLETED CONTACT: CHAD ONSGARD DRAWN: ELL TEMPORARY SEED MIX MnDOT CAT. 3 BY THE CONCRETE CONTRACTOR. PH: 952-229-0723 ROCK CONSTRUCTION ENTRANCE INLET PROTECTION DEVICES 1. MnDOT 3. HYDROMULCH EM: chad.onsgard@pultegroup.com PROJECT No: 2t6-Dt99 1, WIMCO (MnDOT TYPE A & C) (OATS -1 DAY STABILIZATION) MnDOT TYPE 5 ■ ■ " HYDROMULCH 2. INFRASAFE STORM DRAIN/CULVERT 3. SILT SACK MnDOT TYPE A ( ) -150 ( 2. MnDOT-15CA (1-2 YEAR STABILIZATION) 4. TURF REINFORCEMENT MAT SC250 NORTH AMERICAN GREEN NOTE' x x ■ 4. DANDY BAG (MnDOT TYPE B) PERMANENT SEED MIX/STABILIZATION OR EQUAL-MNDOT CAT 6 1. .SEE SHEET 11 FOR ALL EROSION AND SEDIMENT CONTROL NOTES AND DETAILS. 9 1. MnDOT 270 (RESIDENTIAL TURF) 2. SOD SHEET 9 of 23 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAx www.alliant-inc.com _I W V Q a H oc 0 z .. z (L J 0 oC H z, 0 L) H Q W 0 W o m N LIJ z Y a w z a a 0 N N W Z a cc U x W I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 5-19-171 CITY SUBMITTAL 6-5-171 WATERSHED COMMENTS PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 216-0199 10 -� J SHEET ' 10 of 23 5 FT. MIN. LENGTH STEEL POST 5 FT MIN, LENGTH STEEL POST AT 6 FT. MAX. SPACING AT 6 Ft. MAX. SPACING FA GrOI'EXTILE FABRIC GELJIFXTILH FABRIC. PLASTIC ZIP TIES �` r 56 WADE PLASTIC ZIP TIE -e-,'--�- I 3F" WO (50, LB. TENSILE) (50 I.E. TT:NSIRfs ABRIC ANCHORAGE LOCATED IN TOP 8" LOCATED IN 10P B I I TP.ENCH 6AGKFILL TIRE COMPACTION ZONE WITH TAMPED NATURAL SOIL. t- FLOW FLLOW FLOW Ell FLOW FLOW z .- .- �A aw m • 6"MIN. �- ow 3m tdAGEIIIE SLICE T,w N PTH 8 - 12 JC _.__. � iu I _ . O a SILT FENCE, MACHINE SLICED 1 - SILT FENCE, HEAVY-DUTY t 2 5 FF. MIN. LENGTH STEEL POSTI GEOTEXIILE FABRIC AT 6 rl'. MAX. SPACING 36" WIDE S I APLES FABi2iC ANCHORAGE TRENCH. RACKFILL l WITH rAMI'EQ NATURAL SOIL N_ O� I PLOW nTO _ F--iM]N. ILLSILT FENCE TO 0E PLACED ED ON CONTOI.R. SEE SLOPE/GRADE AND LENGIH CRITERIA BEJ_OW > SILT FENCE PREASSEMBLED 1 2 VPRIAB�k- SLOPE (. SLOPE GRADE MAX LENGTfi,,,,_,_,__.,.,. LESS THAN 2% 100 FEET 2 - 5, 7 75 FEET .5 -107 50 FEEI NOT -- ---------- ----- --- 10 - 20 % 25 FEET SILT HENCE' PER MNDOT SPECS SOURCE2005 GREATER TITAN 20Y 15 FEET iI SEE SPECS. 2573 & 3886. LOCATION OF SILT FENCE To. Protect Area Prom Sheet Flow FOR SEDIMENT CONTROL (, Maximum Contributing Area: 1 Acre 'IT VA 6A�iL'c\RAatT SILT FENCE NEAR TOE OF SLOPE OUTSIDE OF CONSTRUCTION LIMITS - LOCATION OF SILT FENCE FOR PEREMITER CONTROL CfIUF SILT Cie M FENCE REVISED: 3-12 ENGINEERING DEPARTMENT PLATE NO.. 5300 FILE NAME: G: \ENG\SPECS\5300 EROSION CONTROL GENERAL NOTES: i r �.= Fp p,M P6 \G 1"-2" CLEAN CRUSHED ROCK v 50 4°N O ti ti 'V 6"MIN.DEPTH FOR ROCK OTtiFO�FOR ` 0 10"MIN.DEPTH FOR WOODCHIPS 0 'To, I Lys � I ps 18" MINIMUM CUT OFF BERM TO MINIMIZE RUNOFF FROM SITE FILTER FABRIC M )h �\U'CN DP\y 2O NOTE: FILTER FABRIC SHALL BE PLACED UNDER RGCK 70 STOP MUD MIGRATION THROUGH ROCK.. �l11 U! F ROCK a CONSTRUCTION m ENTRANCE REVISED: 1-10 ENGINEERING DEPARTMENT I PLATE NO': 5301 FILE NAME: G: ENG SPECS 5301 1. NO LAND DISTURBING ACTIVITY SHALL OCCUR UNTIL A GRADING PERMIT HAS BEEN ISSUED FROM THE CITY OF CHANHASSEN AND THE WATERSHED DISTRICT. 2. BEST MANAGEMENT PRACTICES (BMP'S) REFER TO EROSION AND SEDIMENT CONTROL PRACTICES. DEFINED IN THE MPCA PROTECTING WATER QUALITY IN URBAN AREAS AND THE MINNESOTA CONSTRUCTION SITE EROSION AND SEDIMENT CONTROL PLANNING HANDBOOK. 3. ALL BMP'S SELECTED SHALL BE APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, AND ESTIMATED DURATION OF USE. 4. ALL WORK AND MATERIALS SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS SHALL REQUIRE WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 5. A COPY OF THESE PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. THE BOUNDARIES OF THE LAND DISTURBANCE LIMITS SHOWN ON THE PLANS SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. NO DISTURBANCE BEYOND THE DISTURBED LIMITS. 7. WHEREVER POSSIBLE, PRESERVE THE EXISTING TREES, GRASS AND OTHER VEGETATIVE COVER TO HELP FILTER RUNOFF. B. NATURAL TOPOGRAPHY AND SOIL CONDITIONS MUST BE PROTECTED, INCLUDING RETENTION ONSITE OF NATIVE TOPSOIL TO THE GREATEST EXTENT POSSIBLE. 9. ESTABLISH A PERMANENT VEGETATIVE COVER ON ALL EXPOSED SOILS WHERE LAND IS COMING OUT. OF AGRICULTURAL PRODUCTION. PLANT AS SOON AS POSSIBLE TO ESTABLISH DENSE GRASS FILTER PRIOR TO CONSTRUCTION AND TO MINIMIZE WEED GROWTH. 10. ALL TREES NOT LISTED FOR REMOVAL SHALL BE PROTECTED. DO NOT OPERATE EQUIPMENT WITHIN THE DRIPLINE, ROOT ZONES OR WITHIN TREE PROTECTION FENCE AREAS. 11. ALL EROSION AND SEDIMENT CONTROL FACILITIES (BMP'S) SHALL BE INSTALLED AND IN OPERATION PRIOR TO LAND DISTURBANCE ACTIVITIES AND THEY SHALL BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR EROSION HAS PASSED. 12. SILT FENCE IS REQUIRED AT DOWN GRADIENT PERIMETER OF DISTURBED AREAS AND STOCKPILES. PROTECT WETLANDS, WATERCOURSES AND ADJACENT PROPERTIES FROM SEDIMENTATION AND STORMWATER RUNOFF. 13. THE BMP'S SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE,. THE PERMITTEE/CONTRACTOR SHALL ANTICIPATE THAT MORE BMP'S WILL BE NECESSARY TO ENSURE EROSION AND SEDIMENT CONTROL ON THE SITE. DURING THE COURSE OF CONSTRUCTION, IT IS THE RESPONSIBILITY OF THE PERMITTEE/CONTRACTOR TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY CONSTRUCTION ACTIVITIES AND/OR CLIMATIC EVENTS AND TO PROVIDE ADDITIONAL BMP'S OVER AND ABOVE THE MINIMUM REQUIREMENTS SHOWN ON THE PLANS, AS MAY BE NEEDED TO PROVIDE EFFECTIVE PROTECTION OF WATER AND SOIL RESOURCES. 14. THE BMP'S SHALL BE INSPECTED DAILY BY THE PERMITTEE/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. SILT FENCES CLEANED OR REPLACED AT SEDIMENT BUILDUP OF 1/3 OF THE FENCE HEIGHT. 15. LAND DISTURBING ACTIVITIES SHALL OCCUR IN INCREMENTS OF WORKABLE SIZE SUCH THAT ADEQUATE BMP CONTROL CAN BE PROVIDED THROUGHOUT ALL PHASES OF CONSTRUCTION. THE SMALLEST PRACTICAL AREA SHALL BE EXPOSED OR OTHERWISE DISTURBED AT ANY ONE TIME. 16. OPERATE TRACK EQUIPMENT (DOZER) UP AND DOWN EXPOSED SOIL SLOPES ON FINAL PASS, LEAVING TRACK GROOVES PERPENDICULAR TO THE SLOPE. DO NOT BACK -BLADE. LEAVE A SURFACE ROUGH TO MINIMIZE EROSION. 17. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED FROM EROSION WITHIN 7 DAYS OF SUBSTANTIAL COMPLETION OF GRADING IN THAT AREA. TEMPORARY SEED AND MULCH SHALL COVER ALL EXPOSED SOILS IF GRADING COMPLETION IS DELAYED LONGER THAN 7 DAYS. PERMANENT SEED AND MULCH OR SOD IS REQUIRED WITHIN 3 DAYS OF COMPLETION OF FINAL GRADING. 18. GENERAL TEMPORARY SEED SHALL BE MNDOT MIX 22-112 ® 100 CBS. PER ACRE OR APPROVED EQUAL. PERMANENT SEED SHALL BE MNDOT MIX 25-151 0 120 LBS. PER ACRE OR APPROVED EQUAL. (PLANTING DATES PER SPEC 2575) MULCH SHALL BE MNDOT TYPE 1 (CLEAN OAT STRAW) 0 2 TONS PER ACRE AND DISK ANCHORED IN PLACE OR APPROVED EQUAL. FERTILIZER SHALL BE 80-80-80 NPK PER ACRE (UNLESS P RESTRICTIONS APPLY) AND INCORPORATED INTO THE SEED BED. 19. WETLAND BUFFER AREAS SHALL BE SEEDED IN ACCORDANCE. WITH LANDSCAPE PLAN. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROPERLY DISPOSED OF WITHIN THIRTY (30) DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED. 21. SOIL SURFACES COMPACTED DURING CONSTRUCTION AND REMAINING PERVIOUS UPON COMPLETION OF CONSTRUCTION MUST BE DECOMPACTED THROUGH SOIL AMENDMENT AND/OR RIPPING TO A DEPTH OF 18e WHILE TAKING CARE TO AVOID UTILITIES, TREE ROOTS AND OTHER .EXISTING VEGETATION PRIOR TO FINAL REVEGETATION OR OTHER STABILIZATION. 22. AN ALTERNATE EROSION & SEDIMENT CONTROL PLAN SHALL BE REQUIRED FOR LAND DISTURBANCES ON EACH LOT AS PART OF ANY FUTURE BUILDING PERMIT FOR THE CONSTRUCTION OF STRUCTURES AND DRIVEWAYS. EROSION CONTROL SCHEDULE: SEDIMENT TRAP MANUFACTURE.[) BY WIMCO,LLC.SHAKOPEE, MN., ESS BROS_ CORCORAN, MN. OR EQUAL SSPECIFCATIONS AND STANDARDS DFSS3N LOADS 1.1.11 A`.SL MAN 4 Of (N fi Cr aN 9t11 EDITION. ALUPIABLE &TIC WEIGHT LOAD _S. l_ [�_C N/A 1 AWS SiR IC IRa WF t, NG C07F "Co.DLI 9n, PF6fl FACTOR N/A 29 CFR 1926 - ORHA SAFE' AN, HF'A YH Y NTANOS WATER FLOW WE (THROUGH TYPE FF FILTER) 0,707 SEE 0 3- HEAD MAXIMUM OVERFLOW M'E 5e4 CPF M 16' HEAD MODEL#CG23 DEFLECTOR PLAIE OVERFLOW 1 CENTER Of NUER O,SSEVULY TO✓ERFLOW 2 TOP OF CURB. SOX r 10" FILTER ASSPMOLY CURT CG-AJ HIGH -FLOW HIGH --FLOW FABRIC J �' NOTES: 1. (',[FAN FILTER MFDI.A AFTER EACH RAIN EVENT AND REPLACE. IF FILTER IS CLOGGED WITH SEDIMENT. 2. REMOVE DEBRIS/SEDIMENT FROM RECEPTACLE AFTER EACH RAIN EVENT, CM or CATCH BASIN SEDIMENT TRAP 2EVISED. 1-10 ENGINEERING DEPARTMENT PLATE N0'` 5302A FILE NAME: G; ENG SPECS 5302A 1. PRIOR TO ANY CONSTRUCTION OR DEMOLITION, SILT FENCE AND FILTERS SHALL BE INSTALLED AS SHOWN TO INTERCEPT RUNOFF. 2. ALL EROSION CONTROL INSTALLATIONS SHALL REMAIN IN PLACE AND BE MAINTAINED IN GOOD CONDITION BY THE CONTRACTOR UNTIL THE SITE HAS BEEN RE -VEGETATED. CONTRACTOR MAY REMOVE NECESSARY SILT FENCING FILTERS TO CONSTRUCT ROADWAYS WHILE MAINTAINING ADEQUATE EROSION CONTROL IN ADJACENT AREA. 3. SUFFICIENT TOPSOIL SHALL BE STOCKPILED TO ALLOW FOR THE REPLACEMENT OF 6" OF TOPSOIL FOR DISTURBED AREAS TO BE RE -VEGETATED. 4. THE CONTRACTOR SHALL SCHEDULE SITE GRADING, UTILITY INSTALLATION AND PAVEMENT CONSTRUCTION SO THAT THE GENERAL SITE CAN BE MULCHED AND RE -SEEDED SOON AFTER DISTURBANCE. AREAS THAT WILL NOT BE SUBJECT TO CONSTRUCTION TRAFFIC SHALL BE SEEDED (MnDOT MIX 22-112 0 100#/AC AND MULCHED OR SODDED WITHIN SEVEN (7) DAYS OF BEING DISTURBED. 5. CONTRACTOR SHALL INSTALL EROSION CONTROL DEVICES AS INDICATED ON THIS EROSION CONTROL PLAN AND ANY ADDITIONAL REQUIRED BASED ON MEANS, METHODS AND SEQUENCES OF CONSTRUCTION. SEDIMENT CONTROL PRACTICES: 1. SEDIMENT CONTROL PRACTICES MUST MINIMIZE SEDIMENT FROM ENTERING SURFACE WATERS, INCLUDING CURB AND GUTTER SYSTEMS AND STORM SEWER INLETS. 2. SEDIMENT CONTROL PRACTICES MUST BE ESTABLISHED ON ALL DOWN GRADIENT PERMITERS BEFORE ANY UPGRADIENT LAND DISTURBING ACTIVITIES BEGIN. THESE PRACTICES SHALL REMAIN IN PLACE UNTIL FINAL STABILIZATION HAS BEEN ESTABLISHED. 3. THE TIMING OF THE INSTALLATION OF SEDIMENT CONTROL PRACTICES MAY BE ADJUSTED TO ACCOMMODATE SHORT-TERM ACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES. ANY SHORT-TERM ACTIVITY MUST BE COMPLETED AS QUICKLY AS POSSIBLE AND THE SEDIMENT CONTROL PRACTICES MUST BE INSTALLED IMMEDIATELY AFTER THE ACTIVITY IS COMPLETED. HOWEVER, SEDIMENT CONTROL PRACTICES MUST BE INSTALLED BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE ACTIVITY IS NOT COMPLETE. 4. ALL STORM DRAIN INLETS MUST BE PROTECTED BY APPROPRIATE BMPS DURING CONSTRUCTION UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLET HAVE BEEN STABILIZED. 5. TEMPORARY SOIL STOCKPILES MUST HAVE SILT FENCES OR OTHER EFFECTIVE SEDIMENT CONTROLS, AND CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORM WATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS, OR CONDUITS AND DITCHES. 6. SITE CONSTRUCTION ENTRANCES WILL BE AS SHOWN ON THE PLAN. ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT EACH ENTRANCE. 7. ADDITIONAL MEASURES, SUCH AS HYDRAULIC MULCHING AND OTHER PRACTICES AS SPECIFIED BY THE DISTRICT MUST BE USED ON SLOPES 3:1 (H:V) OR STEEPER TO PROVIDE ADEQUATE STABILIZATION. FINAL STABILIZATION: AT LEAST 6" OF TOPSOIL OR ORGANIC MATTER MUST BE SPREAD AND INCORPORATED INTO THE UNDERLYING SOIL DURING FINAL SITE TREATMENT WHEREVER TOPSOIL .HAS BEEN REMOVED. THE CONTRACTOR MUST ENSURE FINAL STABILIZATION OF THE SITE. THE CONTRACTOR MUST SUBMIT A NOTICE OF TERMINATION (NOT) WITHIN 30 DAYS AFTER FINAL STABILIZATION IS COMPLETE OR ANOTHER OWNER/OPERATOR (PERMITTEE) HAS ASSUMED CONTROL OF ALL AREAS OF THE SITE THAT HAVE NOT UNDERGONE FINAL STABILIZATION. FINAL STABILIZATION CAN BE ACHIEVED IN THE FOLLOWING WAY: ALL SOIL DISTURBING ACTIVITIES AT THE SITE HAVE BEEN COMPLETED AND ALL SOILS MUST BE STABILIZED BY A UNIFORM PERENNIAL VEGETATIVE COVER WITH A DENSITY OF 70 PERCENT OVER THE ENTIRE PERVIOUS SURFACE AREA, OR OTHER EQUIVALENTMEANS NECESSARY TO PREVENT SOIL FAILURE UNDER EROSIVE CONDITIONS AND; A. ALL DRAINAGE DITCHES, CONSTRUCTED TO DRAIN WATER FROM THE SITE AFTER CONSTRUCTION IS COMPLETE, MUST BE STABILIZED TO PRECLUDE EROSION; B. ALL TEMPORARY SYNTHETIC, AND STRUCTURAL EROSION PREVENTION AND SEDIMENT CONTROL BMPS (SUCH AS SILT FENCE) MUST BE REMOVED AS PART OF THE SITE FINAL STABILIZATION; AND C. THE CONTRACTORS MUST CLEAN OUT ALL SEDIMENT FROM CONVEYANCES AND FROM TEMPORARY SEDIMENTATION BASINS THAT ARE TO BE USED AS PERMANENT WATER QUALITY MANAGEMENT BASINS. SEDIMENT MUST BE STABILIZED TO PREVENT IT FROM BEING WASHED BACK INTO THE BASIN, CONVEYANCES OR DRAINAGE WAYS DISCHARGING OFF -SITE OR TO SURFACE WATERS. THE CLEAN OUT OF PERMANENTBASINS MUST BE SUFFICIENT TO RETURN THE BASIN TO DESIGN CAPACITY. SAMPLE EROSION CONTROL MAINTAIN A 16 FOOT BUFFER PLAN FOR INDIVIDUAL LOTS AND DISTURBED SOIL . • • • . . • TYPE 2 HEAVY DUTY PERIMETER CONTROL RED. ADJACENT TO LOT 1 SURFACE WATER OR WATERWAY SURFACE WATERS ""'•-•. see detol 9 5300 LOT 2 L O .'. LOT 3 ///---OPTION 2 -J-HOOK SILT FENCE BUTT FENCE TOGETHER AT PROPERTY LINE OPTION 1 - CRESCENT SILT FENCE OVER -LAP AT PROPERTY LINE LEGEND Three atandond rymbole WIT be found In the drowing. SILT FENCE " STRAW MULCH sic SURFACE WATER \ D � I I - WATER FLOW /��CURB & GUTTER. OVER -LAP SILT FENCE - Ess STREET STORM SEWER INLET ENTRANCE SEDIMENT CONTROL WMCO OR SIMILAR INLET PROTECTION DETAIL 5302A x Water resources staff must becontacted before any/oll dewatering activity x Perimeter sediment controls are necessary at downslOping property and street edges. Note that sediment controls need to provide containment by turning perimeter controls upslope-into property. x Perimeter controls can include filer logs, mulch berms and/or. silt fence. * See MNDot spec. 3897 & 2573. * Temporary stockpiles cannot be placed in drainage swales, surface waters, or on public streets, and must have perimeter control EROSION CONTROL x Topsoil -Site has a minimum of 4-6 inches of topsoil. x Construction entrance-1 to 2" clean crushed rock at a depth of 6 inches. x House Roof Perimeter -Straw mulch at 2 inches deep around house directly below roof line. If house has rain gutters, downpouts need energy dissipation. x Slopes -Steeper than 4:1 with positive grade to surface waters of the state need erosion control blankets and temporary or permanent seeding x See MNDot Spec. 3885 & 2575. x Swoles-Need blankets over final 200'. x Swales-Need check dams if slope is 4:1 or greater. MIOF EROSION CONTROL FOR OMEN INDIVIDUAL LOTS (TYP.) REVISED: 2-13 PLATE NO.: FILE NAME: G:\ENG\SPECS\5302e ENGINEERING DEPARTMENT 5302E EROSION AND SEDIMENT CONTROL MAINTENANCE PROGRAM: 1. INSPECT SILT FENCES IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. IMMEDIATELY REPAIR FAILED OR FAILING SILT FENCE. 2. REPLACEMENT - FABRIC SHALL BE REPLACED PROMPTLY WHEN IT DECOMPOSES OR BECOMES INEFFECTIVE BEFORE THE BARRIER IS NO LONGER NECESSARY. 3. SEDIMENT REMOVAL - SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE-THIRD THE HEIGHT OF THE BARRIER. ANY SEDIMENT REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER FABRIC IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH EXISTING GRADE, PREPARED, AND SEEDED WITH THE APPROPRIATE SEED MIX, OR .SODDED AS DIRECTED BY THE ENGINEER. 4. MAINTENANCE OF ROCK CONSTRUCTION ENTRANCES - ROCK CONSTRUCTION ENTRANCE TO BE MAINTAINED IN GOOD WORKING CONDITION, FREE OF RUTS AND EXPOSED SOILS LIKELY TO RESULT IN VEHICLE TRACKING OR OTHER TRANSPORT OF SEDIMENT OFF THE SITE. 5. REMOVAL OF SILT FENCE - SILT FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPWARD SLOPING AREA HAS BEEN PERMANENTLY STABILIZED. IF THE UPWARD SLOPING AREA IS TO BE EXPOSED LONGER THAN SIX (6) MONTHS, THAT AREA SHALL BE COVERED WITH TEMPORARY VEGETATION WHEN FIRST EXPOSED. 6. THE CONTRACTOR MUST ROUTINELY INSPECT THE CONSTRUCTION SITE ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. 7. ALL INSPECTIONS AND MAINTENANCE CONDUCTED DURING CONSTRUCTION MUST BE RECORDED IN WRITING AND THESE RECORDS MUST BE RETAINED WITH THE SWPPP RECORDS OF EACH INSPECTION AND MAINTENANCE ACTIVITY SHALL INCLUDE: A. DATE AND TIME OF INSPECTIONS; B. NAME OF PERSON(S) CONDUCTING INSPECTIONS; C. FINDINGS OF INSPECTIONS, INCLUDING RECOMMENDATIONS FOR CORRECTIVE ACTIONS; D. CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE ACTIVIES. E. DATE AND AMOUNT OF ALL. RAINFALL EVENTS GREATER THAN 1/2 INCH (0.5 INCHES) IN 24 HOURS: F. DOCUMENTS OF CHANGES MADE TO THE SWPPP AS REQUIRED IN PART III.A.4. 8. WHERE PARTS OF THE CONSTRUCTION SITE HAVE UNDERGONE FINAL STABILIZATION, BUT WORK REMAINS ON OTHER PARTS OF SITE, INSPECTIONS OF THE STABILIZED AREAS MAY BE REDUCED TO ONCE PER MONTH. WHERE WORK HAS BEEN SUSPENDED DUE TO FROZEN GROUND CONDITIONS, THE REQUIRED INSPECTIONS AND MAINTENANCE MUST TAKE PLACE AS SOON AS RUNOFF OCCURS AT THE SITE OR PRIOR TO RESUMING CONSTRUCTION, WHICHEVER COMES FIRST. POLLUTION PREVENTION MANAGEMENT MEASURES: THE CONTRACTOR SHALL IMPLEMENT THE FOLLOWING POLLUTION PREVENTION MANAGEMENT MEASURES ON THE SITE: 1. SOLID WASTE: COLLECTED SEDIMENT, ASPHALT AND CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, PLASTIC, FABRIC, CONSTRUCTION AND DEMOLITION DEBRIS AND OTHER WASTES MUST BE DISPOSED OF PROPERLY AND MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS. 2. HAZARDOUS MATERIAL: OIL, GASOLINE, PAINT AND ANY HAZARDOUS SUBSTANCES MUST BE PROPERLY STORED, INCLUDING SECONDARY CONTAINMENT, TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM. STORAGE AND DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE WITH MPCA REGULATIONS. 3. CONCRETE WASHOUT IS DONE TRUCK BY TRUCK WITH A MOBILE WASHOUT SYSTEM PROVIDED AND COMPLETED BY THE CONCRETE CONTRACTOR. RUNOFF MUST BE CONTAINED AND WASTE PROPERLY DISPOSED OF. 4. NO ENGINE DEGREASING. IS ALLOWED ON SITE. WOODEN LATH SHALL BE: NAILED SECURELY TO THE POST MEMBER TO SE CURE E.CURIE FUSER FABRIC. 2" X 4" X 3' LONG WOOD .POSTS, 8 REO'D.� , 2" X 4" HORIZONTAL MEMBERS CONTINUOUS AROUND TOP AND BOTTOd. FASTENED STE D TO EACH POST USING 2-16D COMMON. NAILS MONOFILAMEN T GEOTEXTILE FABRIC AS PER ROBOT TABLE 3886-I .(MACHINE SLICED). ADDITIONAL 8--10" OF FABRIC.. FLAP Al- BOTTOM OF BOX r - 8---10" FABRIC FLAP- BURY r UNDER ROCK TO PREVENT. WASHING WASHED ROCK 1' DEEP X 2' WIDE N(_ f1 ES: CONTRACTOR SHALL CONSTRUCT SILT BOX TO FIT AROUND LH7 INLET STRUCTURE WITH 6" MINIMUM CLEARANCE IO EDGES OF STRUCTURE, SILT BOX TO BE PLACED ON AN EVEN SURFACE 6" BELOW STRUCTURE OPENING: TOP OF SILT BOX TO EXTEND la" MINIMUM ABOVE EXISTING GRADE W10= SILT BOX SEDIMENT TRAP REVISED: 1-10 ENGINEERING DEPARTMENT PLATE NO.: 5302G FILE NAME; G:\ENG\SPECS\5302A ANCHORTRENCH (SEE DETAIL AND NOTES BELOWg OVERLAP END JOINTS MINIMUM OF 6" AND STAPLE \ OVERLAP AT I.5' INTERVALS. on, of STAPLE PATTERN/DENSITY SHALL / LONGITUDINAL JOINTS FOLLOW MANUFACTURERS MINIMUM OF V SPECIFICATIONS ANCHOR TRENCH 1. DIG 6" X 6" TRENCH I 1 2. LAY BLANKET IN TRENCH 3. STAPLE AT LFINTERVALS 4. BACKFILL WITH NATURAL SOIL AND COMPACT '' 6 5, BLANKET LENGTH SHALL NOT EXCEED 100' WITHOUT AN ANCHOR TRENCH NOTE: SLOPE SURFACE SHALL BE FREE OF ROCKS, SOIL CLUMPS, SNCKS, VEHICLE IMPRINTS, AND GRASS, BLANKETS SHALL HAVE GOOD SOIL CONTACT. EROSION CONTROL BLANKET INSTALLATION /_ UND15TURBEDVEGUATION TRACKED EQUIPMENT TREADS CREATE GROOVES PERPENDICULAR TO SLOPE DIRECTION. NOTE: ALL SLOPES WITH A GRADE EQUAL TO OR STEEPER THAN 3:1 REQUIRE SLOPE TRACKING. SLOPES WITH A GRADE MORE GRADUAL THAN 3:1 REQUIRE SLOPE TRACKING IF THE STABILIZATION METHOD IS EROSION CONTROL BLANKET OR HYDROMULCH. I SLOPE TRACKING ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAx www.alliant-inc.com J a W Z Cl) W O Z J O F- Z O V 1-" J Z W LLa r N WW Cl) LLI Z ^ z Cl) Z Y � Ir Q III Z L IL N a J '0 Vj�/ _ 0 = Z I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE .Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 5-19-17 CITY SUBMITTAL 6-5-171 WATERSHED COMMENTS 6-20-17 1 CITY RE -SUBMITTAL PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 216-0199 11 K SHEET 11 of 23 n LEGEND: I I I , > PROPOSED STORM SEWER � PROPOSED SANITARY SEWER _ APPLE TREE LANE a. PROPOSED WATERMAIN r � PROPOSED CATCH BASIN --------- PROPOSED SANITARY MANHOLE WATERS EDGE DRIVE - PROPOSED GATE VALVE O o \ —.-.- — -- PROPOSED HYDRANT N w < < < EXISTING GATE VALVE w EXISTING HYDRANT --CBMH 400 ,. .CBMH 300 :: EXISTING WATERMAIN - - MH EX �A EXISTING CATCH BASIN EXISTING STORM MANHOLE ✓ . .. , -,, ti _-_ __..__. . i ILL! EXISTING STORM SEWER - f � ) \ ` EXISTING SANITARYMANHOLE ;, OUTLOT E A EXISTING SANITARY SEWER \, 5 3 2 1 L F SAN MH 6 � BLOCK O NITA _4 OUTLOT � z v (V I CB 209 .- N4 + w_j O m ' CB 20 up 7 CB 216 H CBMH 206 2 SAN M�1; v m - UTILITY NOTES: J CBMH 215 — — ; ` x a + 1. EXISTING UTILITIES, SERVICE LOCATIONS AND ELEVATIONS SHALL BE o °o I SAN MH 5 OU LnT - `� lZ VERIFIED IN FIELD PRIOR TO CONSTRUCTION. x ° > v SAN MH 7 P � 2. MAINTAIN A MIN 18" VERTICAL SEPARATION AT ALL PIPE CBMH 213 �� i� < - \ 6 10 ,— � CROSSINGS WATER AND SANITARY SEWER LINES TO MAINTAIN CBMH 214��'; `• CBMH 20� A O VERTICAL SEPARATION. LOWER WATERMAIN AS NECESSARY. j /\ g �� 3. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS PRIOR TO THE y ! y CBMH 205 o �� CB 204 lfl START OF CONSTRUCTION. 4. PROVIDE POLYSTYRENE INSULATION FOR ALL STORM SEWER AND ' �'',, �• y \� WATERMAIN CROSSINGS WHERE VERTICAL OR HORIZONTAL V SAN MH 4 �� SEPARATION IS LESS THAN 3'. x m �� •� J� ° 5 CITY OFLICHANOHASSEN HENGINEERINGWGUIDE GUIDELINES. WITH j THE 9 yf; \ \ \ O CB 211 6. NOTIFY GOPHER STATE ONE CALL 48 HOURS IN ADVANCE OF ANY Q CBMH 203 4 UTILITY WORK. J✓ Q I ` 7. PROVIDE TEMPORARY TRAFFIC CONTROL IN COMPLIANCE WITH G� \ y s CBMH 210 ON MNDOT "TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS -FIELD' ;� MANUAL" LATEST REVISION, FOR ANY CONSTRUCTION WITHIN PUBLIC % 6. 7 - R.O.W. 8. ALL SANITARY MANHOLES TO BE 48" DIAMETER CONCRETE W�NIEENAH R-1642 CASTING, UNLESS NOTED OTHERWISE. SAN MH 2 / Q _'� m ft,\ \ ` ' % \ r 1 9. WATERMAIN, SERVICES, AND VALVES SHALL BE INSTALLED WITH MWAIMUM 7.5' OF COVER. CBMH 202 , 10. WATER SERVICES SHALL BE 2" DIA. TYPE "K" COPPER, W/ 1" \' CB 212 p / CORP. STOP + 1 C BOX. W 00 11. SEWER SERVICES SHALLBE4" PVC SCH 40 MINIMUM 2% SLOPE _ r w << \ UNLESS OTHER ON H PLANS. WISE NOTED THE S NLE x r1 SAN MH 3 �° � ', .a-- t 12. WATER SERVICES MAY BE PLACED IN SAME TRENCH AS SEWER \ x SERVICES PROVIDED THAT A 24" VERTICAL AND A 36" HORIZONTAL o p SEPARATION ARE MAINTAINED. F A CBMH 201 o, y\ �� `t V 13 BELOW FINSHE S SHALL E ADJUSTED TO ELEVATION OF 1 �. ODE GRADE � � � 1 � � .ALL CURB B B AN r � , 14. ALL 6" AND 8" WATERMAIN SHALL BE C900 PVC. v� S 5 � MH 9 CB 10 FES 200 o OUTLOTC CBMH 104 r` �,R �+. \ ST M SEWER NOTE FES 500 POND 1 EXISTING UTILITIES, SERVICE LOCATIONS AND ELEVATIONS SHALL BE VERIFIED IN FIELD PRIOR TO CONSTRUCTION. 'IN .. IN 18 VERTICAL 2 MAINTAIN A M L SEPARA TION AT ALL PIPE \OCS 501 k \ CROSSINGS. A ° ° 3. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS PRIOR TO THE _ START OF CONSTRUCTION. o o CBMH 103 o o p o o i FES 502 �V �\ 4. PROWIDE POLYSTYRENE INSULATION FOR ALL STORM SEWER \ FES 100 CBMH 102 CROSSINGS WHERE VERTICAL OR HORIZONTAL SEPARATION IS LESS p O ti V'. THAN3'. �C 5. ALL STORM SEWER WORK SHALL COMPLY WITH THE CITY OF CHANJHASSEN ENGINEERING GUIDELINES. CBMH 1016. NOTIFY GOPHER STATE ONE CALL 48 HOURS IN ADVANCE OF ANY UTILITY WORK. SAN MH 10 \ OUTLOT F \ \ 7. PROVIDE TEMPORARY TRAFFIC CONTROL IN COMPLIANCE WITH MND(OT 'TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS -FIELD MANUAL" LATEST REVISION, FOR ANY CONSTRUCTION WITHIN PUBLIC D A R.O.W. rn \ 8. ALL CASTINGS SHALL BE NEENAH OR APPROVED EQUAL. , a D\ D IS TA TE HIGH Y 10 > D a J r 0 20 40 80 C Y ov SCALE IN FEET l ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com Z Z CQC G W a J Z H Ld m ,,' Ld z N W :2 F a Z °C U) a a J N— Z W a Z_ (5) a: ui I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE. Date License No.. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 5-19-17 1 CITY SUBMITTAL 6-5-171 WATERSHED COMMENTS 6-20-17 1 CITY RE —SUBMITTAL PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 216-0199 12 L SHEET 12 of 23 iLL vSERVICE TABLE i �0 m HYDRANT 6" G.V., 8"x6" REDUCER, 7.0'-6" DIP CL-52 BLOCK 13 BLO K12 l m o o FLANGE EL. 913.2 4 3 2 1 4 3 2 1 T N STA:4+83.21 r 8m TEE,IRRIGATION SYSTEM / r r F ( j _� 8G.V. � � CONTROL R 2 GTR L CENTS 4. ��... 45' BEND IRRIGATION REUSE �- o' INTAKE +0r + +15 i% Tq �- F/ ® O _... ° i 8"x4" RED 4"-45' . < 2.5' END - .... BEND W ,2 € N MHI1 o '. �SAN MH 2.m. �MSAN MH 30-52 �� 1 4" DIP CL i =v - G.V..i / INSIDE DROP dd. / fio 1 2 3 4 5 6 1 2 3 4 5 6 r F- ", �0 G.V. BLO K 1 BLOCK 2 j t 11.25' BEND CONNECT TO EX. 8" PVC NP \ �r 4 OUTLOT B o ono a�NOTE: ` IRRIGATION REUSE ` - BLOCK LOT STATION* IE** CBE*** RISER**** 1 1 39 903.20 913.53 6 1 2 59 903.29 913.68 6 1 3 83 903.39 913.80 6 1 4 112 902.83 913.63 5 1 5 131 902.91 913.64 5 1 6 155 903.01 913,48 5 2 1 203 902.53 913.39 4 2 2 223 902.61 913.52 4 2 3 241 902.71 913.64 4 2 4 28 903.031 913.50 3 2 51 48 902.97 913.53 2 2 6 71 902.15 913.38 0 3 1 39 902.29 913.00 3 3 2 59 902.37 913.01 3 3 3 83 902.47 913.03 3 3 4 112 901.90 912.89 2 3 5 130 902.66 913.11 3 11 1 78 905.77 916.419 0 11 2 54 905.84 916.311 2 11 3 30 905.73 916.093 4 11 4 11 905.23 916,033 5 12 1 205 902.56 913.339 4 12 2 174 902.47 913.36 4 12 3 157 902.39 913.345 4 12 4 138 903.01 913.485 5 13 1 89 902.83 913.584 5 13 2 65 902.74 913.633 5 13 3 41 902.65 913.479 5 13 4 21 902.53 913.277 5 r l r 11 25' BEND { - f %„ � ✓ � 22.5 BEND �`f fi 4+0 i i 0 CO� l HYDRANT W/ 6" G.V., 8"x8" TEE, it !r 24.4'-6" DIP CL-52 FLANGE EL 916.8 �y I ' If �1 �' v f f f ✓ ,� f Z SAN MH 5 f� 078 Iy , f t f f u t rl' f f 1 O �12 1 f t 1Y it 1 8LOK 4 4 ( SAN MH 9 NMH7 2 3 4 3 4 LOC 5 5 1 BLO K 6 s On 0 A_ 0 , o i Y I EAGLE VIEW ROAD 950 yL)u 940 - 940 MH 7 STA:1 +02.76 MH 8 OFF:0.00 STA:1 +44.01 EXISTING GROUND 930 RIM: INV IN:900.31 (NE) OFF: 0.00 _ - _ MH 9 _. ST.A: 4+11.27 __ _ _ _ MH 10 STA: 5+82:31 930 _._ __.______ INV OUT:900.21 (S) RIM:916.56 INV IN:900.57 (E) OFF:3.20R FINISHED GRADE OFF:0.00 MH 5 RIM:912.86 RIM:913.72 INV OUT:900.47 (SW) INV IN:901.73 (NE) INV pUT:902.42 (SW) INV OUT:901.63 (W) _920 _.. _ 920 - - STORM - - - - - - i 910 CROSS !- STORM CROSS 7.5' tw11N. \ 910 ------._.._.._ ......._. _. .. _ ----COVER _ _ CROSS '' 591.5'- 8" STORM C900 PVC 900 WATERMAIN 900 171.2' of 8" PVC L 102.8' PVC 4of 8" C SDR 35 ®0.40% SDR 35 ©0.40% __ SDR 35',@ 0.40% SDR 35 © 0.40% 890 890 uj 880 Q __ - __ _880 o _N __ _ _ _-_ __ D:+ + _40 870 J Q 870 0) ID 0 <t F) to p r11c0 c0 to 0) O �_ c0 in CO 4 d- Ifj LO cD In cD LO L6 Lo L(j O I-7 0O N N rj C0 I� C6 M 0) M M0) M CD 0) NOTES: 1. THE CONTRACTOR SHALL CONTACT THE SEWER AND WATER DEPARTMENT 24 HOURS PRIOR TO ANY PUBLIC SEWER/WATERMAIN CONNECTION. 2. HIGH DENSITY POLYETHYLENE EXTRUDED L (HDPE) ADJUSTING RINGS ARE REQUIRED FOR "I ALL MANHOLE STRUCTURES. 3. SANITARY SEWER MAIN SHALL BE INSTALLED PER CITY OF CHANHASSEN SPECIFICATIONS & DETAIL PLATES. t 4. WATERMAIN SHALL BE INSTALLED PER CITY OF CHANHASSEN SPECIFICATIONS & DETAIL PLATES. 5. TYPICAL LOT SERVICES: SAN - 4" PVC SOLVENT WELDED SDR 26 (SEE DETAIL 2001) WAT - 2" TYPE "K" COPPER (SEE DETAIL 1006) N 0 25 50 100 SCALE IN FEET W / M CONNECTION r 00 LOO r- SERVICE TABLE BLOCK LOT STATION* IE** CBE*** RISER**** 4 1 26 905.98 916.64 6 4 2 50 906.09 916.469 6 4 3 73 905.51 916.203 5 4 4 93 905.61 916.093 5 5 1 141 904A5 915.262 3 5 2 161 904.54 915.201 3 5 3 185 904.66 915.095 3 5 4 213 904.10 914.548 2 5 5 233 902.60 914.377 0 6 1 6 902,81 913.303 0 6 2 30 902.92 913.476 0 6 3 54 903.03 913.507 0 6 4 72 903.11 913.618 0 7 1 166 903.50 913.891 0 7 2 146 903.42 913.838 0 7 31 122 903.33 913.774 0 7 4 94 903.22 913.638 0 7 5 74 903.15 913.619 0 7 6 50 903.07 913.501 0 8 1 242 902.66 914.319 0 8 2 222 904.12 914.6 2 8 3 198 904.04 915.155 2 8 41 170 904.641 915.268 3 8 5 151 904.58 915.455 3 8 6 127 904.50 915.478 3 9 1 78 905.73 916.258 5 9 2 59 905.67 916.509 5 9 3 35 906.28 917.111 6 9 4 6 906.12 917.121 6 9 5 35 906.66 917.026 7 10 1 25 906.63 917.082 7 10 2 5 906.52 917.276 7 10 3 92 906.30 917.011 7 10 4 64 906.19 916.717 7 101 51 45 906.11 916.55 7 Sanitary Seance Wye Station (From Downstream MH) " Sanitary Service Invert Elevation Curb Box Elevation * Riser Length (Actual Length, Not Vert. Rise. Vertical Height = R X 0.707) 0+00 1+00 2+00 3+00 4+00 5+00 6+00 0+00 1+00 2+00 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAx www.alliant-inc.com I I hereby certify t specification, or prepared by me direct supervision am a duly Licen: PROFESSIONAL EN the laws of the MINNESOTA MARK RAUSCH, PE LU J O a Z a Z Z LU a U o LU Cl) LU a a Q ~ Z Z � N let this plan, ,eport was or under my and that I ed GINEER under Mate of Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 5-19-17 1 CITY SUBMITTAL 6-5-171 WATERSHED COMMENTS 6-20-17 1 CITY RE -SUBMITTAL PROJECT TEAM DATA DESIGNED: MPR. DRAWN: ELL PROJECT NO: 216-0199 14 SHEET 14 of 23 STORM SEWER SCHEDULE MH/CB P. DIA P. SLOPE P. TYPE PIPE FROM TO RIM STIR. CAST BUILD FROM TO D [IN] S [%] LENGTH [FT] INVERT INVERT ELEV TYPE TYPE (FT) CS 105 CBMH 104 12 0.54 HDPE 43.86 9OT90 907.66 911.60 2X3 R-3067-VB 3.70 CBMH 104 CBMH 103 12 1.65 HDPE 83.35 907.56 906.18 912.42 48 R-3290-A 4.86 CBMH 103 CBMH 102 12 1.67 HDPE 54.90 906.08 905.17 912.90 48 R-2501 6.82 CBMH 102 CBMH 101 12 1.67 HDPE 46.87 905.07 904.28 912.10 48 R-3067-V 7.03 CBMH 101 FES 100 12 1.80 RCP 57.98 903.04 902.00 910.70 48 R-1642 7.66 CB 216 CBMH 215 12 0.44 HDPE 13.53 904.20 904.14 907.90 27 R-4342 3.70 CBMH 215 CBMH 214 12 0.44 HDPE 24.00 904.14 904.04 910.24 48 R-3067-VB 6.10 CBMH 214 CBMH 213 15 0.33 HDPE 54A0 904.04 903.86 910.24 48 R-3067-VB 6.20 CBMH 213 CBMH 210 15 0.33 HDPE 153.40 903.86 903.36 912.13 48 R-3067-V 8.27 CB 212 CBMH 210 12 0.44 HDPE 102.45 907.80 907.35 911.50 27 R-4342 3.70 CB 211 CBMH 210 12 0.44 HDPE 24.00 1 908.36 908.25 912.06 2X3 R-3290-A 3.70 CBMH 210 CBMH 202 18 0.28 HDPE 78.34 903.36 90114 912.06 48 R-3290-A 8.70 C8 209 CBMH 208 12 0.44 HDPE -. 86.37 91130 910.92 915.00 27 R-4342 3.70 CBMH 208 CBMH 205 12 0.45 HDPE 94.06 910.92 910.50 916.29 48 1 R-3067-V 5.37 CB 207 CBMH 206 12 118 HDPE 28.28 911.36 911.03 915.06 2X3 R-3067-V 3.70. CBMH 206 CBMH 205 12 1.27 HDPE 41.65 911.03 910.50 914.89 48 R-3067-V 3.86 CBMH 205 CBMH 203 12 2.97 HDPE 93.46 910.50 907.72 914.26 48 R-3067-V 3.76 CB 204 CBMH 203 12 0.44 HDPE 45.43 907.30 907.10 911.00 2X3 R-3067-VB 3.70 CBMH 203 CBMH 202 12 1.60 HDPE 119.45 907.10 905. 19 911.53 48 R-3290-A 4.43 CBMH 202 CBMH 201 18 0.90 HDPE 77.48 903.14 902.44 912.33 48 R-3290-A 9.19 CBMH 201 FES 200 18 1.00 RCP 42.05 902.44 902.02 911.59 48 R-3067-V 9.15 CBMH 300 910.94 916.69 48 R-3067-V CBMH 400 911.70 916.73 48 R-3067-V FES 500 OCS 501 24 0.00 RCP 12.00 902.00 902.00 0.00 OCS 501 FES 502 21 1.79 RCP 28.00 900.50 1 900.00 j 0.00 DETAIL NOTES: 1. HIGH DENSITY POLYETHYLENE EXTRUDED (HOPE) ADJUSTING RINGS ARE REQUIRED FOR ALL MANHOLE STRUCTURES. 2. INSTALL DRAINTILE AT CATCH BASIN LOCATIONS PER CITY STANDARD DETAIL 5232 FOR PUBLIC ROAD WORK. FOR PRIVATE ROADS INSTALL PER PLAN LOCATION. DRAIN11LE CONNECTIONS TO STORM SEWER STRUCTURES SHALL BE -2.1' BELOW RIM ELEVATION AT CURB. 3. ALL INTERSECTION CURB RETURNS SHALL BE B618. 4. TIE ALL STORM SEWER PIPE JOINTS BETWEEN FLARED END SECTIONS AND STRUCTURES. 2"X8" KEYWAY O O S 5 0 1 CAST INTO WALL BY SUPPLIER (N.T.S) WEIR WALL A CONSTRUCTED IN HOLE FOR 24" RCP FIELD BY CONTRACTOR ELEV.= 903.15 ADDITIONAL #4'S X 4'-0" LONG WEIR WALL 2x - 6.0" ORIFICE EL: 902.00 HOLE FOR 21" RC #4 12" HORIZONTAL A FLEV.= GRATE 900.50 #4 ©12" INSTALL SKIMMER GRATE SECTION A -A VERTICAL PRE -MIXED CONCRETE BAFFLE WALL WATERLESS INSTALL PRE -MIXED WHEN FEASIBLE, SET INVERT FOR OUTLET SEALANT WATERLESS SEALANT PIPE BELOW NWL TO IMPROVE PIPE ALONG WEIR ALONG WEIR WALL AND COVER AND MINIMIZE SLOPE AROUND WALL AND MIT MIT JUNCTION TO SKIMMER. JUNCTION TO PREVENT LEAKING PREVENT LEAKING 6 ELEV.=905.'99 OUTLET PIPE WEIR WALL (TOP EL: 903.15) 28.0' OF 21" RCP 2x- 6.0" ORIFICE EL 902.00CL-5 © 1.79 0 ELEV: 900.5 A INLET PIPE 12' OF 24" RCP 6" MIN. CL-5 © 0.00% �8" EL: 902.00 MIN. SLAB 6" THICKNESS 4 DIA. 6" AGGREGATT BACKFILL MANHOLE (MNDOT SPEC. 3149H MOD.) OUTLET CONTROL STRUCTURE WITH CONCRETE BAFFLE WALL STORMWATER REUSE IRRIGATION SYSTEM DETAIL (EXAMPLE) - -- -- - - - � J J e se stla",eas C.2I. ^_'•;�,:, u E r ,` E" tar W .. .. p�-r !.� 4, E"rL , .✓ a s rr r ,!! �J,f OJ l> 1 ! o RJ 1 }g. ry W LU !en REDUCED PRESSURE ZONE ASSEMBLY_ CUTAWAY - \ /' ,✓�, l , ',., U) uxu...✓.� ry 4_.z b t re, IY F S F W E n�^ tl Y S� ry I C Cw C.u� C 4 F- O �I,{IT 11 itI �I �l� I� _ _ 0 UT �l I S dl 1. iUU 'I !Y F Qm r ' (lD .i O L ,. 4, U,, ,R , ,o .�,t�n n� x j WQ fJ G 1 t pV^t50N I uc� , $Rhvl I.- I.. I - 1.1 LATE I j /2�.. SCHEMATIC WATER SOURCE DEPICTION �AAa - i aw tT hIWE THESE PLANS HAVE L �n eei noneen U 1 .-.,L i t-IS Rijn oN AND ARE SUBJECT T TO CHANGE. EN OVEO t _ ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com Q a o m a z (� '� Y 7 � � W Lj a N o. � H = J � O W = Z ) LL iIi I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 5-19-17 1 CITY SUBMITTAL 6-5-171 WATERSHED COMMENTS 6-20-171 CITY RE -SUBMITTAL PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 216-0199 15 Q SHEET 15 of 23 950 940 930 i « � �d +Q STA = 0+00.00 ELEV = 914.921 II 11 920 910 i011 BLO N 6 r5 4 '. 5' TRAIL 0 ��`Y .� O / �4. / O v / 0 V<A s EAGLE VIEW ROAD HIGH PT STA: 1+27.52 HIGH PT STA: 3+56.30 HIGH PT ELEV: 916.60 HIGHPT ELEV: 914.09 PVI STA:1+05.00 PVI STA:3+73.80 PVI_ ELEV: 917.39 PVI ELEV: 913.88 K: 32.51 K: 21.30 LVC:150.00 LVC: 35.00 od- b CD o CO bM CD b r7 cc n p + LO O + c0 rn cD + 4 rn M p--_._..... I"7 , __-_..__ ...... ....._.. W W W W. >m >w >m >W m w LOW PT STA: 4+32.94 EXISTING GROUND LOV PT ELEV: 912.79 VI STA: 4+16.80 a o 00 VI ELEV: 912:66 _. .__..._ °O 64 K:14.63 N m rn LVC: 51.00 II o w o � > II > C"i J H J M2 dN' 3.00% w w. -1.617 �> C)> — _ — — — i — — —0._6Il% -1.20% \ > m m > w W 1 - JO7IM NZARM 930 1 �ilri�M Jia 870 870 00 d- 0) c0 Ln 't d- n In p c0 c0 O 61 O � Co F) 00 d- d: -t L6 Lo U) In 6 Ln to N In �: O d- r, r7 W N N KS (. I) C6 0+00 1+00 2+00 3+00 4+00 5+00 6+00 N 0 25 50 100 SCALE IN FEET ALLIANT .ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAx www.alliant-inc.com W J M J C H� a o m Z Q ILLI Z Z V) Z a w a a V) a w = a W Cl) cc5 W a Z r N I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 5-19-171 CITY SUBMITTAL 6-5-171 WATERSHED COMMENTS 6-20-17 1 CITY RE —SUBMITTAL PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 216-0199 17 SHEET 17 of 23 WATERS EDGE DRIVE EAGLE VIEW ROAD NOTES: 1. ALL CURB AND GUTTER GRADES SHALL BE AT A MIN. OF 0.5%. START 5' 'IV "Al", 2. ALL INTERSECTION CURB RETURNS SHALL BE B618. TRANS TO SURM 3. SEE SITE, LIGHTING AND SIGNAGE PLAN FOR ALL STREET SIGN + AND LIGHTPOLE LOCATIONS. ?-C912. TC912.4 912 4. SEE CITY OF CHANHASSEN STANDARD PLATES FOR ALL DETAILS. OM 6, 1 N 0 10 20 40 SCALE IN FEET TC911 B612 C&G .T �START 5' TRANS TO -SURM B612 C&G MONUMENT ATCH EXIST T O 11.76EX C,91 1.83EX\ 4�1 _IXx I,. 5' WALK/TRAIL ,--MONUMENT, MATCH E WEST PARK DRIVE / LAKE SUSAN DRIVE ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MIN 55415 612.758.3080 MAIN 612.758.3099 FAx www.alliant-inc.com cn z O U 0 V) W in LLJ z x z U) LU Ir z <( v) aF_ V) j LU Win z < 1= W < Z I r 0 M cn I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 5-19-17 1 CITY SUBMITTAL 6-5-171 WATERSHED COMMENTS 6-20-171 CITY RE —SUBMITTAL PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 216-0199 18 SHEET 18 of 23 r a --- - OW .. N vR • s r WZ : a 3''*.`v$' r"S., '. \ ' : , � :' , . 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Y:5 .- JI k, I F t: i •�. .Mntl�_� 4ifl e' $ a G': ': � i'^ 'n ^'i i` +�, p ti F i-✓N` I.. �* ya ai- F` W vk da uPMN:.f Aa ^A b Y c �B'° Fai �_.,_ •- •.r u � .uC i.:3 �' .1.3L x v, 6.-r.L ,,.. i x+.... 3.a Sx .2 k f 11 • I, OUTLOT E ` S p. 914 t. l } Z? - 'F i@ \`t c I � BOCK LO 0 2 1 0 TLOT F l Z 902 VW � aft 01 941 ! _.. 903 lun OUTLO , r � _ \ �••tr�� ,�" s QJ �os , r r _ q h soy '(Q , r ` , J I 11 IN IMF r IN ib L \ _ N�k(00 0 r, t i \. \ \ ,'�\.\\\ ` \ \ .916\ AL l 937s. -1 g1Ci .,',.rl i `97 \ O Y,. z ' IN 29 IN sz a3 zo 4 d, k \ \ •\,L.A 9 © \ '> of _ 92 1�, �, 91 n l \\ IN, \ r o - — LO ... ° n' g4 0 M m Tag # DBH Common Name Latin Name Remove 901 13 Maple Acer 902 10 Crab Apple Malus 903 26 Elm Ulmus X 904 18 Maple Acer 905 15 Maple Acer 906 12 Maple Acer 907 32 Basswood Tilia Americana 908 18 Spruce Picea X 909 14 Black Walnut Juglans nigra X 910 18 Maple Acer 9111 12 Red Pine Pinusresinosa X 912 13 Black Walnut Juglans nigra X 913 14 Black Walnut Juglans nigra X 914 12 Black Walnut Juglans nigra_ X 915 11 Black Walnut Juglans nigra X 916 16 Maple Acer X 9171 10 Maple Acer X 918 14 Maple Acer X 919 11 Maple Acer X 920 12 Black Walnut Juglans nigra X 921 12 Black Walnut Juglans nigra X 922 14 Black Walnut Juglans nigra X 9231 12 Black Walnut Juglans nigra X 924 12 Black Walnut Juglans nigra X 925 13 Black Walnut Juglans nigra X 926 10 Black Walnut Juglans nigra X 927 13 Black Walnut Juglans nigra X 928 11 Black Walnut Juglans nigra X 929 15 Black Walnut Juglans nigra X 930 12 Black Walnut Juglans nigra X 931 15 Black Walnut Juglans nigra X 932 13 Green Ash Fraxinus pennsylvanica X 933 14 Red Pine Pinusresinosa X 934 13 Red Pine Pinusresinosa X 935 6013oxElder Acernegundo X 936 30 Green Ash Fraxinus pennsylvanica X 937 11 Green Ash Fraxinus pennsylvanica X 938 14 Hackberry Celtis occidentalis X 939 17 Box Elder Acer negundo X 940 13 Green Ash Fraxinus pennsylvanica X - 941 40 Cottonwood Populus deltodies X 942 15 Spruce Picea 943 11 Green Ash Fraxinus pennsylvanica \ t `\ \ 1� 1`� •\ s 9AN \ e, �9 $ y' 8 t r g e \ —6 Y 9 � t ";, ' 1 ,r `, , 't••: \ �, �, iti t t i ` l , �. g0� 1. ,- x s , t�5 �. 1 � \vi � t 1 l� go gI1';1 Z\ L \ 1 a\ h Q0 w v a 't '` ,t , ,l .1 \ t i \ •1..... 'w.! ti - 1 910 NI\\ \ t r r OUTLOT F\ .. 918 r> .. S TA TE HIGH WA Y 101 - -f 0 20 40 80 „ o SCALE IN FEET l ~ ^. ceLf 2,49 ALLIA`NT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAx mm.alliant-inc.corn LU V Q Z Z z \Q\ LU cn LU cc Q ~ Q I— LLI m Z N <� z Z a N a z CA z Q LU LU a _Z LU f— I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 5-19-17 CITY SUBMITTAL 6-5-171 WATERSHED COMMENTS 6-20-171 CITY RE —SUBMITTAL PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 216-0199 20 T SHEET 20 of 23 VIA a APPLE TREE LANE W.,NE of W. QUARTER. -C. 24 REES TO REMAIN PRESERVATION PLAN) 11 I BEES TO REMAIN PRESERVATION PLAN) C -SB �=�2—TA /. 1—SSB �, r LEGEND E O LOT TREES (DECIDUOUS) UOUU S) 0 SPECIES INCLUDE: AMERICAN AND LITTER LEAF RED MAPLE, FREEMAN MAPLE,PLE, THORNLESS THORNLESS 0 HONEYLGCUSF. KENTUCKY COFFEETREE UNDERSTORY LOT TREES (DECIDUOUS) SPECIES INCLUDE: JAPANESE UWC, SERMCEBERRY, R.GWERING CRAeAPPLE OVERSTORY DECIDUOUS TREES A ORNAMENTAL TREES. yk, CONIFEROUS TREES C LO FLOWERING & EVERGREEN SHRUBS CO PERENNIALS LARGE BOULDER OUTCROPPINGS FIELD PLACE INTO SLOPES POND AREA SEED MIX: MN STATE SEED MIX 34-181 (EMERGENT WETLAND) INFILTRATION AREA SEED MIX: MN STATE SEED MIX 33-262 (DRY SWALE/POND) . SIDE SLOPE MIX: MN STATE SEED MIX 33-261 (STORMWATER SOUTH & WEST) m GRADING AND TREE PROTECTION LIMITS ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com J W U Q _ IL o~c O z z a Z O a w J O H Uj Q ~ � Z = Z a Y z :2 N �-. W a IL W N a U c N a o w Q z z I hereby certify that this plan, specification, or report was prepared by me or under my. direct supervision and that I am a duly Licensed LANDSCAPE ARCHITECT under the laws of the State of MINNESOTA MARK KRONBECK, PLA, ASLA Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 5-19-171 CITY SUBMITTAL 6-5-171 WATERSHED COMMENTS 6-20-17 1 CITY RE —SUBMITTAL PROJECT TEAM DATA DESIGNED: MK DRAWN: JG PROJECT NO: 216-0199 21 SHEET 21 of 23 LANDSCAPE SCHEDULE N Z s 3 a N jr t M a or ~ KEY COMMON NAME/SCIENTIFIC NAME SIZE REMARKS OverstoryTrees 50 it 61 General Lot Trees 2.5" Cal. B&B Straight Trunk, No V-Crotch 11 1 12 KC Esspresso Kentucky Coffee Tree / Gymnocladus dioicus 'Esspresso-IFS' 2.5" Cal. B&B Straight Trunk, No V-Crotch 5 5 RB River Birch / Betula nigra 2.5" Cal. B&B Straight Trunk, No V-Crotch 13 3 16 RE Autumn Blaze Red Maple /Acerxfreemanii'Jeffersred' 2.5"Cal. B&B Straight Trunk, No V-Crotch 2 1 3 RO Red Oak / Quercus rubra 2.5" Cal. B&B Straight Trunk, No V-Crotch Coniferous Trees 11 10 21 AP a. Austrian Pine / Pinus nigra G ht. B&B Full Form 10 6 16 AP b. Austrian Pine / Pinus nigra 8' ht. B&B Full Form 12 2 14 BF Balsam Fir/Abies balsamea 8' ht. B&B Full Form 23 23 BS a. Blackhills Spruce / Picea glauca densata 6' ht. B&B Full Form 7 3 10 BS b. Blackhills Spruce / Picea glauca densata 8' ht. B&B Full Form 21 9 30 TA Techny Arborvitae 6' ht. B&B Full Form UnderstoryTrees 16 2 18 JL Japanese Tree Lilac/ Syringa reticulata 1.5" cal, IB&B Clump Form 3 4 7 PH Peegee Hydrangea / Hydrangea paniculata'Grandiflora' 1.5" cal. B&B Clump Form 21 4 25 SB Autumn Brilliance Serviceberry/ Amerlanchierx grandiflora'Autumn Brilliance' U ht. B&B Clump Form Shrubs 42 42 ID Isanti Dogwood / Cornus sericea'lsanti' 30" ht. cant. Min. 5 canes at ht. specified. 3 3 MP Mugo Pine / Pinus mugo 'Sherwood Compact' 7 gallon cont. Min. 5 canes 12 10 22 NF Neon flash Spirea / Spirea japo nica 'N eon Flash' 18" ht. cont. Min. 5 canes at ht. specified. 2 2 4 SJ Scandia Juniper/ Juniperus sabina'Scandia' 24'dia.cont. Min. 5canesatdia.specified. 20 2 22 SK Sky High Juniper/Juniperus scopulorum'Bailigh' T ht. cant. Min. 5canes at ht. specified. 19 19 VB Compact American Viburnum / Viburnum trilobum Baily Compact' 30" ht. cont. Min. 5 canes at ht. specified. Perennial 16 12 28 KFG Karl Foerster Feather Reed Grass / Calamagrostis x acutiflora'Karl Foerster' 3 gal. cont. 37 24 61 SDL Stella Supreme Daylily/Hemerocallis'StellaSupreme' 1gal. cont. NOTES: I. LANDSCAPE SCHEDULE DOES NOT INCLUDE QUANTITIES FOR FOUNDATION PLANTINGS (IN PLAIN BELOW). 2. QUANTITIES ON PLAN SUPERCEDE LIST QUANTITIES. SEEDING NOTES: POND AREA SEED MIX: MN STATE SEED MIX 34-181. SEEDING RATE TO BE 5 LBS/ACRE (PURE LIVE SEED). INFILTRATION AREA SEED MIX: MN STATE SEED MIX 33-262. SEEDING RATE TO BE 44 LBS/ACRE (PURE LIVE SEED). SIDE SLOPE MIX: MN STATE SEED MIX 33-212. SEEDING RATE TO BE 35 LBS/ACRE (PURE LIVE SEED). APPLY SEED PER THE FOLLOWING: MULCH SEEDED AREAS WITH Mn/DOT TYPE 3 (MCIA CERTIFIED WEED FREE) MULCH AT A RATE OF 1 TON PER ACRE WITHIN 48 HOURS OF SEEDING. MULCH SHOULD THEN BE DISC ANCHORED TO KEEP IT FROM BLOWING AWAY. SEEDING SHALL BE APPLIED FROM APRIL 15 - JULY 20 OR SEPTEMBER 20 - FREEZE UP. IF HYDROSEEDING UTILIZE APPROXIMATELY 500 GALLONS OF WATER PER ACRE. REFER TO MN/DOT SPEC 3884 FOR PROPER INSTALLATION OF HYDRO -SEED. ALL NATIVE SEEDS USED ON THIS PROJECT SHALL BE CERTIFIED TO BE OF MINNESOTA ORIGIN BY THE MINNESOTA CROP IMPROVEMENT ASSOCIATION (MCIA). SITE TO BE PREPARED BY LOOSENING TOPSOIL TO A MINIMUM DEPTH OF 3 INCHES. THE SITE TO BE HARROWED OR RAKED FOLLOWING SEEDING, AND THEN PACKED USING A CULTI-PACKER OR EQUIVALENT. SEE MNDOT SEEDING MANUAL FOR REFERENCE. MAINTAIN SEEDED AREAS BY WATERING, REMULCHING AND REPLANTING AS NECESSARY TO ESTABLISH A UNIFORMLY DENSE STAND OF THE SPECIFIED GRASSES UNTIL ACCEPTED. ANY AREAS FAILING TO ESTABLISH A STAND SHALL BE RESEEDED, REFERTILIZED AND REMULCHED WHENEVER 70% VEGETATIVE COVER IS NOT ACHIEVED. RESEEDING SHALL CONFORM IN ALL RESPECTS TO THESE SPECIFICATIONS. THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO THE WORK AREAS RESULTING FROM EROSION AND/OR EQUIPMENT. THE CONTRACTOR SHALL REPAIR DAMAGE, INCLUDING REGRADING, RESEEDING, ETC. AS NECESSARY, BEFORE SIGNIFICANT DAMAGE OCCURS. REFER TO MN STATE SEED MIX MANUAL. PLANTING NOTES: 1. INSTALL 4" MIN. TOP SOIL TO ALL SOD AND SEED AREAS. FINE GRADE ALL SOD AND SEED AREAS. 2. STAKE OR MARK ALL PLANT MATERIAL LOCATIONS PRIOR TO INSTALLATION. 3. INSTALL 4-6" DEPTH SHREDDED HARDWOOD MULCH AROUND ROOT SAUCER OF ALL TREES ISOLATED FROM PLANT BEDS. 4. PLANTING SOIL. SHALL CONSIST OF 1:1:1 SELECT LOAMY TOPSOIL, PEAT MOSS, PIT RUIN SAND. 5. COMPLETELY GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE OF ACCEPTANCE. MAKE ALL REPLACEMENTS PROMPTLY (AS PER DIRECTIOM OF OWNER). 6. ALL MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN ASSOCIATION OF NURSERYMEN. 7. ALL TREE TRUNKS SHALL BE WRAPPED WITH BROWN CREPE TREE WRAP. APPLY WRAP IIN NOVEMBER AND REMOVE IN APRIL. 8. CALL GOPHER STATE ONE CALL AT 651-454-0002 FOR LOCATING ALL UNDERGROUND( UTILITIES AND AVOID DAMAGE TO UTILITIES DURING THE COURSE OF THE WORK. 9. MAINTAIN ALL (PLANT MATERIALS, INCLUDING WATERING, UNTIL THE TIME OF ACCEPTANCE. 10. COORDINATE INSTALLATION WITH GENERAL CONTRACTOR. 11. STAKING AND iGUYING OF TREES OPTIONAL- MAINTAIN PLUMBNESS OF TREES FOR DURATION( OF WARRANTY PERIOD. 12. BLEND AREAS OF CONSTRUCTION LIMITS AT PROPERTY LINES. 13. CONTRACTOR TO SUPPLY DESIGN AND INSTALLATION OF AN IRRIGATION PLAN WITH 100% COVERAGE FOR DESIGNED SOD AND SHRUB AREAS. SOD AND SHRUB AREAS TO BE ON SEPARATE ZONES. USE RAIN BIRD OR APPROVED EQUAL. INSTALL SEPARATE METER FOR IRRIGATION SYSTEM. COORDINATE WITH GENERAL. CONTRACTOR. NATIVE SEED AREAS SHALL BE ON SEPARATE ZONES. IRRIGATION RUN TIMES IN SEEDED AREAS SHOULD BE REDUCED FOR THE ZONE SHUTS DOWN AFTER THE FIRST 2 YEARS OF ESTABLISHMENT. 14. SWEEP AND WASH ALL PAVED SURFACES AND REMOVE ALL DEBRIS RESULTING FROM LANDSCAPE OPERATIONS. 15. GENERAL CONTRACTOR SHALL FOLLOW THE COUNTY/STATE SOIL & EROSION CONTROL SPECIFICATION FOR DISTURBED AREA STABILIZATION. i L SOD • _ P LT EDGING- ENTRY MONUMENT 4-KFG SHREDDED HARDWOOD MULCH OVER FILTER FABRIC 2-NF (TYP.) 2-SJ ANNUALS 2SOD � ENTRY MONUMENT AND LANDSCAPE PLAN SCALE 1"=5' i I .W 3-MP ��AIlyb 3-TA ��IIA�\� 111W N, j 2-AP(b. _ -PO2-BF LY EDGING I (TYP.) J SHREDDED HARDWOOD MULCH OVER FILTER FABRIC i (TYP.) FLAGSTONE PAVERS �1 QUARRIED LIMESTONE / 1 OUTCROPPINGS SET INTO SLOPE t f .. RAISED FIRE PIT WI�H STONE FINISH � FIRE PIT DETAIL PLAN SCALE 1"=10' LANDSCAPE REQUIREMENTS: 1. WOODLAND/CANOPY REFORESTATION REQUIREMENT REQUIRED = 97 TREES, SEE CANOPY TREE COVERAGE PLAN PROVIDED = 97 TREES 2. LANDSCAPE BUFFERYARD REQUIREMENT REQUIRED: GREAT PLAINS BOULEVARD IS A COLLECTOR ROAD, THEREFORE BUFFERYARD B IS REQUIRED. BUFFERYARD 8 REQUIRES 15' MIN. BUFFER AREA WITH 2 OVERSTORY TREES, 4 UNDERSTORY TREES AND 6 SHRUBS PER 100' L.F. TOTAL BUFFERYARD B LENGTH = 661 L.F. ALONG GREAT PLAINS BOULEVARD REQUIRED = 14 OVERSTORY, 27 UNDERSTORY, 40 SHRUBS PROVIDED* = 14 OVERSTORY, 27 UNDERSTORY, 42 SHRUBS THE EAST PROPERTY LINE SOUTH OF LAKE SUSAN ABUTS A MIXED USE ZONE, THEREFORE BUFFERYARD C IS REQUIRED. BUFFERYARD C REQUIRES 20' MIN. BUFFER AREA WITH 3 CANOPY TREES, 6 UNDERSTORY TREES, AND 9 SHRUBS PER 100' L.F. TOTAL BUFFER YARD C LENTH = 299.8 L.F. OF UNPAVED SURFACE REQUIRED = 9 OVERSTORY TREES, 18 UNDERSTORY TREES, AND 81 SHRUBS PROVIDED* = 9 OVERSTORY TREES, 19 UNDERSTORY TREES, AND 23 SHRUBS * CONIFER SUBSTITUTION RATE: 8' CONIFER = 1 OVERSTORY TREE 6' CONIFER = 1 UNDERSTORY TREE PILLAR MONUMENT SHREDDED HARDWOOD MULCH OVER FILTER FABRIC / L SOD (m'•) POLY EDGING (T,P) 11-SDL - 4-NF \ i f � SOD 4-KFG I 1-PH I PILLAR MONUMENT AND LANDSCAPE PLAN SCALE 1"=5' FIRE PIT AND LIMESTONE OUTCROPPING EXAMPLES NOT TO SCALE ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612,758.3080 MAIN 612.758.3099 FAx www.alliant-inc.com IL W I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed LANDSCAPE ARCHITECT under the laws of the State of MINNESOTA MARK KRONBECK, PLA, ASLA Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 5-19-17 CITY SUBMITTAL 6-5-171 WATERSHED COMMENTS 6-20-171 CITY RE -SUBMITTAL PROJECT TEAM DATA DESIGNED: MK DRAWN: JG PROJECT NO: 216-0199 22 V SHEET 22 of 23 PLANTING HOLE DIMENSIONS ( MINIMUM WIDTH DOES NOT APPLY IN MASS PLANTING BEDS) ALL VALUES ARE AS FOLLOWS: MIN P PTO ( A ) IMUM B APPROXIMATE PLANT TYPE CANTS SIZE AND INCLUDING HOLE WIDTH HOLE DEPTH (i) CONFEROUS TREES DECIDUOUS & ORNAMETAL TREES CONFEROUS SHRUBS ( SPREADING) DECIDUOUS SHRUBS CONTAINER GROWN PLANTS VINES 501LNTiNGr11SLAB TINE LOOSENED MULCH FINISHED M6ULCH GRADE B VARIABLE 12" BALLED & BURLAPPED BARE ROOT STOCK STOCK(TREE SPADE) MACHINE -TRANSPLANT STOCK 1YSCARIFY SIDES AND BOTTOM OF HOLE. 1.'*SCARIFY SIDES AND BOTTOM OF HOLE, i "'SOAK ROOTS IN WATER FOR AT 7YSCARIFY SIDES AND BOTTOM OF HOLE, 2"PROCEED WITH CORRECTIVE PRUNING LEAST ONE HOUR BUT NOT MORE THAN 2"ADD CORRECTIVE PRUNING. AS DIRECTED BY THE ENGINEER 2S 2 PROCEED WITH CORRECTIVE PRUNING 24 HOURS PRIOR TO PLANTING. 3 WAS PLANT ON NATIVE SOIL AT SAME DEPTH AS IT BrsET PLANT ON urvDlsruaeeD NATIVE soa AS DIRECTED BY THE ENGINEER. "SCARIFY SIDES AND BOTTOM OF WAS PREVIOUSLY GROWN. OR THOROUGHLY COMPACTED PLANTING SOIL. HOLE. 4,"*PLUMB AND BACKFILL WITH THE PLANTING SOIL, OR 3 F SOIL ASS TO CONTAINER CT AND PREVENT E OVTSIDE 3R KING AD IRECTE BY TH VE TO2-A OVE THE0 iHEROD RACE ITH BUROP OFSOING FIBR US OOTS, ANECESSARPRUNING AS DIRECTED BY THE 5.^WATER PLANTING, PLANTS AND FILL VOIDS AND WI EBASKE, (IF USED) ,I INTACT, BURLAP CIRCLING FIBROUS ROOTS, AS NECESSARY. ENGINEER. AD AFTER TOTHNSLOOSEN SPADE -MOVED SOIL IMMEDIATELY AND BACKFILL TO (IF A ,INTACT. WATER TO HIIR PLANT DIRECTLY FROM ADJACENT TO 8" ANDA MINIMUM DEPSOILTH TO IS'%MINIMUM ¢"'BACKFILL TO WITHIN APPROXIMATELY 4`"SET PLANT ON UNDISTURBED NATIVE WATER TO HICLE. SET PLANT SO THE DISTANCE OF 18" AND A MINIMUM DEPTH OF 12". 12" OF THE TOP OF THE FOOTBALL THEN SOILORTHOROUGHLY INSTALL ROOTS SC IS ELEVATION. APPROXIMATELY AT THE 7"*WpTER THOROUGHLY WITHIN 2HOURS WATER PLANT. REMOVE INSIDE 1/30F FINIS ILENLY. PLUMB SPREAD THE BASKET OR THE TOPING HORIZONTAL PLANTING SOIL. INSTALL PLANT SO THE FINISHED SCSI_ ROOTS OUT EVENLY. PLUMB AND 8APLACE MULCH WITHIN 48 HOURS IS THE SECOND RINGS WHICHEVER IS GREATER ALSO TO P OF THE ROOT FLARE IS AT OR UP T02" O REMOVE ALL BURLAP AND NAILS FROM THE ABOVE THE FINISHED GRADE. REMOVE OR IMMEDIATELY SO BACKFILL WITH THE WATERING UNLESS SOIL MOISTURE ADDITIONAL EXCESSIVE. TOP 1/3 OF THE BALL REMOVE ALL TWINE. CORRECT STEMGIRGLING ROOTS. PLANTING SOIL. BE STAKE AND SGUY TEM ANROVIDELLASECESSAORT REMOVE OR CORRECT STEM CURDLING FILL WATER TO SETTLE PLANTS AND BETWEEN THE STEM AND ROOT BALL AS NECESSARY OR ROOTS. PLANTING AND BACKFILL WITH THE FILL VOIDS. SPECIFIED. 5."PLUMB AND BACKFILL WITH THE PLANTING SOIL 6.-WATER THOROUGHLY WITHIN PLANTING SOIL. 6.-WATER TO SETTLE PLANTS AND FILL HOURS, 6."WATER TO SETTLE PLANTS AND FILL VOIDS. 7'"PLACE MULCH WITHIN 48 HOURS OF VOIDS, 7."WATER THOROUGHLY WITHIN 2 HOURS. THE SECOND WATERING UNLESS SOIL T ""WATER THOROUGHLY WITHIN 2 HOURS, MOISTURE IS EXCESSIVE. 8."'PLACE MULCH WITHIN 48 HOURS OF 6.'"PLACE MULCH WITHIN 48 HOURS OF THE MINIMUM TREE SPADE SIZE REQUIREMENTS THE SECOND WATERING UNLESS SOIL SECOND WATERING UNLESS SOIL MOISTURE MOISTURE IS EXCESSIVE. IS EXCESSIVE. 9."'STAKE AND GUY TO PROVIDE ADDITIONAL SUPPORT BETWEEN THE STEM AND ROOT BALL AS NECESSARY OR SPECIFIED. PLANTING DETAILS FOR ISOLATED PLANTING LOCATIONS SPADEDIAMETER OAKTREES. DECIDUOUS/ CONIFEROUS SIZE'C' CALIPER ORNAMENTAL TREES, HEIGHT _ TREES CALIPER 42" vto 1 5 1 2'l03' 5, for 60" 1.5'ta 25' 3' to 4' To 9' 76" 25'to 3.5' BY 35to 5' 6't08' 14'IO TB' INPLACEWALL CHAIN-UNKFENCE FASTEN LOOSELY TO FENCE WITH BIGOEGRADABLE SI ING. FASTEN LOOSELY TO LATH GENERAL NOTE' WITH BIODEGRADABLE STRING ALL PLANT STOCK MUST BE ACCEPTED IN ACCORDANCE VX 36" WOOD LATH. DRIVE 12" OF Mn/DOT 3861 PRIOR TO FOLLOWING THE STANDARD INTO SOIL AT AN ANGLE SO THAT PLANTING DETAILS. PLANTING SOIL IS A COMBINATION THE TOP RESTS SNUGLY ON THE OF THOROUGHLY MIXED EXISTING SOIL AND COMPOST WALL OR FENCE. MIX AND/OR ANY OTHER SPECIFIED AMENDMENTS. MULCH CONTINUOUSLYt UP '2 NOTE: TO F BEYOND TERMINAL VINE. T `HOLE DEPTH FOR 80 AND CONTAINER PLANTS SHALL NOT EXCEED MEASUREMENT FROM ROOT FINISHED GRADE )IN FLAIR TO BOTTOM OF SOIL BALL NOTE:PLANT . 2' ACCORDING TO PLANTING DETAILS ABOVE AS APPLICABLE. MIN. 2 f -"V VINE PLANTING DETAIL (#Z CORE (23'i 1 (7.5) 1- ENGINEERING PLa1E PLANTING DETAILS FOR _T RENSED: 1-10 FILE NAME:Ge\ENE\SPECS\saos 5309 amaw DEPARTMENT TYPICAL INDIVIDUAL PLANTINGS I.- FORM A DOUBLE -LAYERED MAIMED USING 0.25" GRID T. FOLD OVER THE TOP EDGE OF THE GENERAL NOTES GALVANIZED WELDED WIRE MESH (HARDWARE CLOTH). HDPE (HIGH DENSITY POLYETHYLENE) 41�EE�S "IDUOUS OVERLAP THE CUT ENO 2". TOWARDS THE THREE BOTTOM TABS. HU FOR SEE SPECIAL PROVISIONS FOR SPECIFIC PROJECT REQUIREMENTS. 2.^DRIVE TWO 1' x 1" OPPOSING HEARTWOOD WHITE OAK 2,'-BEND THE HDPE INTO A CIRCLE WITH STAKES INTO THE GROUND J" FROM THE CENTER OF THE THE SIDE TABS ON ME OUTSIDE OFIle GALVANIZED WIRE THE PLANTING DETAILS REPRESENT ADEQUATELY DRAINED SOIL TREE STEM, JEE;�ENB " INTFOR DECIDUOUS THE CIRCLE STAKE WIN HOOK CONDITIONS. THE CONTRACTOR SHOULD EXERCISE DISCRETION IN SETTING PLANTS 1'-3" HIGHER IN POORLY DRAINED SOILS OR USING TREES . FOR 3,--SECURE THE MESH CYLINDER TO THE OUTSIDE OF THEALTERNATIVE P I T ^A VGES AND BEGIN PLANTING DETAILS ON SHEET B. RATCHET -LOCKING USING EITHER SCREWS AND WASHERS OR 3 LIEN THE I THE l {4i' GALVANIZED WIRE PLANTING HOLE RATCHEIMATEL 4 TIES ALONG THE OVERLAP. SPACESIDING ( pLA T LE AND STAKE WITH HOOK 1HROUGH ME ED CULTIVATION THE CONTRACTS IS RESPONSIBLE PROVIDING ADEQUATE DRAINAGE 0 S- B R FOR ( 13 LB HIGH DENSITY APPROXIMATELY 4' ON CENTER ALONG THE OVERLAP. )) HINGES i0 INTERC6NNECT THE HOPE M HEAVY POCKET DRAINED OR IMPERIOUS SOILS. POLYETHYLENE. * SCREWS SHALL BE ROUND HEAD GALVANIZED 1/e" CIA, xAFTER SLIDING HI ME WIRE THROUGHBROWN IN COLOR ALL R THE HINGES TURN THE HOOK 3/4" LONG 1NIM WASHERS LOOSEN ALL ISOLATED TREE PLANTING LOCATIONS AND PLANTING BEGS OR WIRE MESH TOWARDS THE INSIDE OF THE HOPE, TO A MINIMUM DEPTH OF 12'. SOIL AMENDMENTS SHALL BE APPLIED 5" LANDSCAPE STAPLE DURING CULTVATION. **RATCHET -LOCK TIES SHALL BE NriON AND AT LEAST 6"AMPUSH THE STAKE DRIVE THE GROUND,2 PER TAB LONG STAKE A MINIMUM OF 12'. DRIVE N BACKFILL SOIL USE CULTIVATED AND AMENDED SOIL EXCAVATED FROM PLANTING HOLES. LANDSCAPE STAPLES (6" LENGTH. 2 PER REMOVE ALL DEBRIS INCLUDING ROCKS LARGER THAN 3" DIAMETER, BELOW IMBED THE LOWER EDGE OF THE MESH CYLINDER ME 1"TAB) THROUGH THE HOLES IN BELOW THE SOIL SURFACE WITHOUT DISTURBING THE TREETHE 3 BOTTOM TABS AT OPPOSITE ANGLES TO SECURE TIE HDPE i0 ROOTS. MN OT 3881 THE GROUND. FERTILIZER N 5**CUT EDGES WILL NOT BE LUSH PERMITTED AT THE TOP OF ME CYLINDER. CUT THE STAKE FLUSH W1H THE TOP OF THENOT WTHIN THE AND SHALL SHALL CYLINDER. NOT EXCEED 3" DEPTH AND SHALL BE COMPOST Mn/DOT 3890 DEPTH WHAT, THE CYLINDER SHALL NOT EXCEED 3" PULLED BACH FROM THE TRUNEMEN AS TOP TABDEPTH AND SHALL BE PULLED BACK FROM THE TRUNK ASSPECIFIED IN MULCH PLACEMENT FOLD UNE SPECfFIED IN MULCH PLACEMENT DETAILDETAIL 4.5' HINGE MVLCH MATERIAL Mn/DOT J862 TYPE 6 UNLESS OTHERWISE SPECIFIED. i,**THE BOTTOM WHORL OF PINE BRANCHES MAY HAVE TO BE6.**THE BOTTOM WHORL OF PINE MASS PREPARE PLANT SPACING OF _ OR LESS. PLANT IN STAGGERED REMOVED TO PERMIT INSTALLATON OF 12" MIN. HEIGHTBRANCHES MAY HAVE TO BE _ ROWS ON THE PERIMETER FIRST, THEN UNIFORMLY FILL IN WITH RODENT GUARDS. REMOVED TO PERMIT INSTALLATION ��q�� - - - - OF 12" MIN. HEIGHT RODENT GUARDS. 1 1 REMAINING GRANDLY. USE TRIANGULAR OF SHRUBS UNLESS SPECIFIED INSTALL ON ALL DECIDUOUS AND PINE TREES, DO NOT INSTALL T7HERWSE. PROVIDE 5' RADIUS CLEAR OF SHRUBS AROUND EACH MASS PLANTING DECIDUOUS TREE CE 6' RADIUS AROUND EACH EVERGREEN TREE. THIS ON SPRUCE TREES. ZNE TREES ON ALL DECIDUOUS O AND RADIUS (CLEARANCE, SHALL BE MEASURED FROM THE CENTER OF ME PINE TREES, 00 NOT INSTALL ON n TREE TO THE CENTER OF THE SHRUB NOTIFY ENGINEER OF GROSS SPRUCE TREES D PLANT QUANTITY SURPLUS OR DEFICIENCY IMMEDIATLEY. MASS MULCH < IT¶ , ' , , ' , ' , • , ,.0 PLANT SPACINGS OF -_ OR LESS. BOTTOM (iYPJ - }7 PAIN OAKS. LINDENS, LOCUSTS, MAPLES, CRABAPPLES AND MOUNTAIN RODENT PROTECTION DETAIL (OPTION 1) ASH. ONLY UNDILUTED EXTERIOR WHITE LAME PAINT IS ACCEPTABLE. TREE PAINTING PAINT TREE CIRCUMFERENCE FROM GROUND LINE TO FIRST MAJOR ^ 2e SIZE FOR , ' - . " BRANCH. DECIDUOUS TREES PLANTING PLAN RESPECT STATED DIMENSIONS BEFORE SCALING FROM PLAN. 12" SIZE FOR l IS "1^ 15" ^j 15" 'H CONIFEROUS TREES, I 55.25" PLANT TYPE AVERAGE AMOUNT OF WATER PER APPLICATION IN GALLONS PREVAILING WINDS 3.25" MIN. RIGID DSEAMLESS.TRANSLUCENT EXTRUDED. TWIN -WALL, RIGID AND SEMI TRANSLUCENT POLYPROPYLENE N AMID WIN A LASER MACHINE TRANSPLANTED RODENT PROTECTION DETAIL (OPTION 2) NETTING ONE PERFORATION AND TREES LASER LINE Z OUTWARD -FLARED TOP RIM. . 42' AND UP SO - 1OO PERFORATION BARE ROOT TREES 15 TUBE SHELTER 2.--SECURE THE SHELTER WIN NYLON NOTES: 1"V V MITE TIES ATTACHED TO A 1*-STEEL POSTS TO BE NOTCHED OR DRILLED TO WATERING BALLED &BURLAPPED SHRUBS 10 $T(�,{( DI x 1" WHITE OAK STAKE i0 PREVENT RETAIN GUY CURES. PLACE OUTSIDE OF ROOT GUIDELINES (LENGTH VARIES DIBLODGNO OR TWSTNG. IMBED THE BALL DRIVE PLUMB REGARDLESS OF GROUND BARE ROOT OR CONTAINER SHRUBS 7 BOTTOM OF THE TUBE A MINIMUM OF SLOPE. 1" BELOW SHE SOIL SURFACE WITHOUT 7' ROLLED STEEL WOODY SEEDLINGS 4 DISTURBING THE TREE ROOTS. 2."*REQUESTS TO SUMMUTE RUBBER HOSE AND POST (Mn/DOT 3403 RELEASABLE I WIRE GUYING SYSTEMS WILL NOT BE OR APPROVED EQUAL PERENNIALS AND VINES 3 RIATCHET TIE TO 3."*INSTALL A PLASTIC PHOTODEGRADABLE APPROVED. SECURE STAKE IN -1' MI NETTING COVER AND SLEEVE OVER THE IT IS THE CONTRACTOR'S RESPONSIBILITY TO MONITOR AND MAINTAIN FORMED) TUBE RECESS TOP OF THE TUBE ID SPPREVENT 3.^*TREE STAKING IS NOT REQUIRED UNLESS 16" LONG SOIL MOISTURE AT ADEQUATE BUT NOT EXCESSIVE LEVELS THE ABOVE ENTRAPMENT OF BIRDS. PULL NETTING ECIFIED OR NECESSARY TO MAINTAIN IBM POLYPROPYLENE OR LISTED APPLICATION AMOUNTS ARE GUIDELINES, NOT REQUIREMENTS aw IN A PLUMB CONDITCN WERE VANDALISM, POLYETHYLENE 40 MR. DOWN AS SHOWN. OUT. OR WIND CONDITIONS ARE A PROBLEM, 1.5" WIDE STRAPS. OR AS REQUESTED BY THE ENGINEER. ATTACH WIN 10 _4 A. CURE SEEDLING TREE SHELTER DETAIL 4.^*REMOVE AFTER ONE YEAR. I PAINT TREE CIRCUMFERENCE FROM GROUND LIME TO 1ST MAJOR BRANCH. To'. 2.2 LB. FLANGED CHANNEL STEEL SIGN POST NAU GAT 3401) OR APPROVED EQUAL TU UNDISRBED SOIL LOOSENED SOIL WTH SOIL AMENDMENTS MULCH FINISHED SOIL ELEVATION LOOSENED SOIL FINISHED GRADE Z kw ° MIN. 12' LOOSENED OF v ° SqL, WIN SOIL AMENDMENTS APpOCABLE TO DECIDUOUS TREES :} OVER C CALIPER AND EVERGREEN TREES OVER 10' HD STANDARD TREE LARGE MACHINE PLANTING SOIL UNDISTURBED spa STAKING / GUYING DETAIL TRANSPLANT TREE (,[ OF ENGINEERING PLATE: cow REVISED: 1-10 FILE NAME G \ENG\SPECS\5311 DEPARTMENT 5311 PLANTING DETAIL NOTES T. RARE ROOT PERENNIALS MUST BE EXISTING GRADE INSTALLED IN THE SPRING BY JUNE UST, IF CUT AREA. i PLANTING IN FALL, FOLLOW FALL DEC IDUQUS PLANTING DATES. PLANT ACCORDING S PLANTING DETAILS, AAS APPLICABLE. 2"'ACTUAL DATES MAY CHANGE DEPENDING UPON SEASONAL CONDITIONS, AS 14 ON 1A SLOPES OR GREATER. DO NOT DETERMINED BY THE ENGINEER. CONSTRUCT THE UPHILL HALF Or THE 3."FALL PLANTING MAY NOT BE WATERING BASIN. RCCOMMENDED OR ALLOWED SEE SPECIAL ON WET- POORLY BRAINED SOILS, NO PROVISIONS FOR SPECIFIC PROJECT NOT CONSTRUCT IN . TR WATERING REQUIREMENTS, THE OMMENDED PLANTING DETAIL FOR STEEP SLOPES NOTFOR ROOT PLANTSINSTALLATION NHAWTHO FALL QNSTG CATION: HAWTHORN RUS5IAN HAWTHORN, OLIVE DOGWOOD POPLAR HOC , LINDEN IRONWOOD IHONEYLOCUSTST, SIR BIRCk{, MOUNTAIN ASH, WI LLOW,CRABAPPLE, S FOR DECIDUOUS TREES OAKS, 4 INDICATES PROJECT LOCATION PLUMICHERRY. OAKS, , AND SUh'IAC. S' FOR CONIFEROUS TREES HOLE EXCAVATION WIDTH IN ACCORDANCE 111TH MINIMUM ON STANDARD PLANTING DETAILS (A) PREPARED PLANTING BED AND BACKFILL BOIL (THOROUGHLYLOOSENED) MULCH FINISHED GRADE KEY SPRING I FALL. PERENIALS ICONIFEROUSJ DECIDUOUS I SEEDLINGS I DECIDUOUS INOWEROU511 MAY APRIL21 APRIL21 APRIL 21 GOT AUG, 25 1 UMTO TO TO TO TO. TO JUNE 15 JUNE T JUNE 1 JUNE 1 NOV 1 SEPT, 45 MAY APRIL7 APRIL, APRIL7 OCF. 10 AUG 25 2 ® JUNEIS TO MAY JITO UNCI TO MAY17 NOV�to SEPT,15 PLANTING DETAIL FOR MASS PLANTING BEDS OPTIMUM PLANTING DATE ZONES IN MINNESOTA A"UFA 4b ZONE WMIGHT. HENNIPEN MCLEOD SIBLEY SCOTT PLANT HARDINESS IN CHANHASSEN IS ZONE 4b AVERAGE ANNUAL EXTREME MINIMUM TEMPERATURE RANGE FOR ZONE 4b IS -25 TO -20 DEGREES (F) ALL PLANT STOCK SHALL BE DEEMED ACCEPTABLE FOR HARDINESS: I. -IF I T IS HARDY TO THE MINNESOTA ZONE 4b WHERE THE PROJECT SITE IS LOCATED AND: OR A"PLANT STOCK CAN BE DOCUMENTED AS B.`"PLANT STOCK. IF GROWN OUTSIDE THE ACCEPTABLE CONTINUOUSLY GROWN FOR AT LEAST THE LAST GROWING RANGE LIMITS, CAN BE DOCUMENTED AS TWO YEARS WITHIN THE ACCEPTABLE LIMITS HAVING THE SEED SOURCE AND ROOT AND GRAFT ZONES 3.4 OR 5 SHOWN ON THE ACCEPTABLE PLAINT STOCK ORIGINATING FROM WITHIN THE ACCEPTABLE. STOCK GROWING RANGE ABOVE, GROWING RANGE LIMIT'S. A1:CEP'[AOLE PLARTSTLbK OWSYING RANUP LIMITS SOURCE- USDAI`L4NT HARCINE99 A)NE MM1P 09 REVISED: FILE NAME: ENGINEERING PL 3-14 G: \ENG\SPECS\5310 DEPARTMENT INCORRECT CUT (TOO CLOSE) RESULTING IN DISCONTINUOUS CALLUS FORMATION BRANCH BARK RIDGE AFTER ONE SEASON OF GROWTH. CORRECT CUT (LEAVING BRANCH COLLAR BUT NO STUD) RESULTNG IN CONTINUOUS B DOUGHNUT SHAPED CALLUS FORMATION AFTER ONE SEASON OF GROWTH. TIMING C DEAD BRANCH �BRANCH e I7 1 STEPS TO PRUNING B I A B RANCH CUT PART WAY THROUGH THE C I{1 ! BRANCH AT POINT A. E E / D Z, THEN CUT COMPLETELY THROUGH A A ^� `� BRANCH FROM POINT B TO A, ^NOW CUT FROM POINT C TO D. D a,"IF D IS HARD TO FIND, DROP A BRANCH 1 f� PLUMB LINE VERTICALLY pOWN TO COLLAR % BRANCH COLLAR OPEN POINT X. THE ANGLE X-C-D SHOULD BE APPROXIMATELY EQUAL TO X-O-E, 1 �I HARDWOODS SOME CONIFERS PRUNING NOTES: 1YLEAVE BRANCH COLLAR (C TO M 2.**DO NOT FLUSH CUT (C TO %) 3YNDO NOT LEAVE STUBS IT TO A) DROP CROTCH PRUNING IS 4.'-BEST TIME TO PRUNE IS LATE USED FOR REDUCING THE B DORMANT SEASON OR EARLY SPRING. HEIGHT OR LENGTH OF MAIN A CORRECT TOO TOO TOO C PRUNING CLOSE LONG SLANTED PRUNING OAKS IN APRIL. MAY JUNE , STEMS OR BRANCHES BY CUT JUNE OR DULY, CUTTING BACK TO A LARGE LATERAL BRANCH. MADE INDAPRIL, PAINT OAK WOUNDS MADE IN APRIL, MAY. JUNE OR JDLY III" WIN LATEX PAINT OR SHELLAC, D DROP CROTCH OR CUTTING BACK BRANCHES SMALLER THEN 2' IN DIAMETER SHOULD BE CUT JUST BEYOND A LATERAL BUD OR ANOTHER SMALL LATERAL BRANCH. THE PRUNING SMALL BRANCHES IDEAL CUT SHOULD BE SHARP, PRUNING DETAILS (Shigo Method) CLEAN, AND MADE ON A SLIGHT ANGLE.. SIGNIFICANT TREES NEAR ME PROPOSED CONSTRUCTION LIMITS WILL BE IDENTIFIED IN THE PLAN OR BT THE ENGINEER AND PRESERVED BY THE CONTRACTOR. NOTES &TREE LINE 1!*PLACE THE TEMPORARY FENCE TRUCTOR LIMITS 2.**REDUCE SLOPE ROUNDING MERE ROOT ZONES WLL ' BE DISTURBED BY NORMAL SLOPE ROUNDING, AS PROMCTWN�L APPROVED BY THE ENGINEER. SIGN 1 3."VARY BACK SLOPE STEEPNESS TO AVOID TREE LOSS I OR UNNECESSARY ROOT DAMAGE, AS APPROVED BY ME ENGINEER. �TEMPORARY FENCE o REDUCED ROUNDING a� ,- NORMIAI. ROUNDING SLOPE ROUNDING DETAIL I�A INSTALL TILE DRAINAGE INSTALL GRANULAR FILTER 1."EXCAVATE HOLE OR BED TO ALLOW PLACING TH-u TOP OF THE ROOT MASS V" Y 1.'°EXCAVATE HOLE OR BED TO ALLOW HIGHER' THAN FINISHED GRADE. PLAC ING THE TOP OF ROOT MASS 1"-3" 2"INSTALL 4"MINIMUM DIAMETER DRAIN TILE HIGHER RV FINISHED GRADE, OAYLIGHTING AT LOWER GRADE AS. THROUGH AUGER IMPERVIOUS O LIES ENTIRELY APPROVED BY THE ENGINEER THROUGH HARD PAN SOIL LAYER POORLY L PLANTI PLEM G DETAILANTING ACCORDING TO ADEQUDRAINEDTELYDRAI SJBSOILTO PLANTING DETAILS (SHEET A) ADEQUATELY DRAIN 4UBSOIL 3"'THOUROUGHLY SACKETT, AUGER HOLES W ITH A UNIFORM INCORPORATED MIXTURE OF 50'9 SAND AND 50% INPLACE SOIL. 4,"COMPLETE PLANTING ACCORDING INSTALL MINI -BERM TO PLANTING DETAILS (SHEETA) NOTE: 1'"EXCAVATE HOLE OR BED 114 THE DEPTH THE NEED FOR USING ALTERNATIVE OF THE ROOT MASS. PLANTING DETAILS AND WHICH TYPE TO 2. 'OSET ROOT MASS IN HOLE. USE SHALL BE DETERMINED BY THE 3."GONSTRUCT BERM WRHSANDY LOAM CONTRACTOR ANDSUBJECT IO TOPSOIL EXTEND THE BERM BASE TO APPROVAL BY THE ENGINEER. V1IOTH OF 3 TIMES THE BERM HEIGHT, 4," COMPLETE PLANTING ACCORDING TO PLANTINGDETAILS (SHEETA) . ALTERNATIVE PLANTING DETAILS FOR POORLY DRAINED SOIL SUBSIDING OR DETERIORATING MULCH SHALL BE ACCEPTABLE THROUGHOUT THE CONTRACT PERIOD PROVIDED THE MULCH DEPTH IS MAINTAINED AT MINIMUM 3 DEPTH AT ALL TIMES AND UPON FINAL ACCEPTANCE. REPLACEMENT MULCH SHALL BE REQUIRED WHEN THE CONTRACTOR'S OPERATIONS HAVE CONTAMINATED THE MULCH WITH SOIL. NOTE: 1 "REMOVE MULCH PLACED TO A. DEPTH GREATER THAN THAT SPECIFIED W HEN DIRECTED BY TINE ENGit4EER.. T.A^PULL MULCH BACK NO LESS THAN 3" AND NO MORE THAN e FROM THE TRUNK W X Y Z GENTLER OF EDGE OF DEPTH OF DEPTH OF TYPE OF PLANT PLANT TO BRANCH H IS TO ML11CH ' MULCH MULCH LINE MULCH LINE CONIFEROUS' TREES VARIES 3' BIG. 4'.6" e1. DECIDUOUS TREES 3'MIN. INA 4`7 <"-Y CONITEROUSSHRUBS VARIES TMIN. W-e 4'-g" DECIDUOUS ENSUES J'MN, N/A e.6" A" W VINES 2'MIN, WA 4"-6" 4"-8" PERENIALS VARIES YMIN. 2'-4" 2"-4" HAD INE-TRANSPIAN I ED TREE, 1T' BEYOND EDGE OF HOLE e-6" A-- 6' MULCHP O."IC41'DEDAIL TE: PLANTING DETAILS FOR 5310 STEEP SLOPES/MASS BED PLANTINGS NOTES: i -REDUCE COMPACTION ON ROOT SYSTEMS WHERE IT OCCURS BY DRILLING 50 Tm (0) DIAM. HOLES IN THE SOIL TO A DEPTH OF 450 To (18"). BEGIN 3' FROM THE TREE TRUNK PLO CONTINUE Al 2 INTERVALS IN CONCENTRIC RINGS OUT TO ME PROTECTOR SYSTEM BRIDGE ZONE.. 2.**WATERING OF ROOT DAMAGED TREES WILL BE tORY PLOW REQUIRED TO MAINTAIN ADEQUATE BUT NOT EXCESSIVE SOIL MOISTURE TO A DEPTH OF 16' WITHIN ME UNDISTURBED PORTION OF ME IMPACTED TREE DRIPLINE 3.*A 6 INCH LAYER OF MOOCHER MULCH PLACED OVER A TYPE III (3733 GEOTEXTLE FABRIC MAY BE USED IN UPS 8F THE ROOT SYSTEM BRIDGE, 4.*^WHEN DESIGNATED IN THE PLAN OR WEN DIRECTED BY THE ENGINEER ALL TREE ROOTS AT ME CONSTRUCTION LIMITS SHALL BE CUT CLEANLY TO THE MAXIMUM BERM ROOT SYSTEM BRIDGE AND VIBRATOROY PLOW RECESSING FOR CONSTRUCTOR) WITH A VIBRATORY PLOW OR OTHER APPROVES ROOT CUTTER PRIOR TO ANY EXCAVATOR. ROOT ENDS EXPOSED BY EXCAVATION ACMNIES SHALL BE IMMEDIATELY COVERED WTH A 67 LAYER OF ADJACENT SOIL BACKFILL, REMADE, OR INSTALL RETAINING WALL AS DESIGNATED IN THE PLAN OR WHEN DIRECTED BY THE TUNNEL ENGINEER. PROTECTION ZONE 5."1F CONSTRUCTION VEHICLES MUST PASS OVER ROOT ZONES CONSTRUCT ROOT SYSTEM UTILITY INSTALLATION TUNNEL AND TRENCHING DETAILS BRIDGES WTSTEEL PIATE SUPPORTED ON WOOD TIMBERS PLACED RADIALLY TO THE TREE TRUNK, TREE PROTECTOR 2aNE TREE DIAMETER AT * MINIMUM DISTANCE FROM D5' ABOVE GROUND FACE OF TREE TRUNK 0 -2 3 -d 4 5 -9 6 TO -14 10 15 -19 12 19 + 15 *WHEN UTILITY INSTALLATONS MUST OCCUR WTRIN ME TREE PROTECTION ZONE AS DEIMED IN THE ABOVE CHART, THE GONTRASTOR SHALL BORE (TUNNEL) UNDER TREE ROOTS THAT ARE TO BE PRESERVED. THE CONTRACTOR SHALL BORE AT BELOW HE GROUND SURFACAMIHISZONE WE I R O 75"� 1 12' FURNISH AND INSTALL TEMPORARY FENCE AT THE PREE'S DRIPLINE FABRICATE 12- X 9'X 3/8" SIGN WITH 0.75" RADIUS CORNERS, ANY FILL REQUIRED WITHIN THE DRIP LINE OF TREES SHALL BE AN A COARSE SAGO COMPONENTTH ( ) SANDY LOAM OR CONSTRUCTION LIMITS AS SPECIFIED, PRIOR TO ANY CONSTRUCTION, SIGN SHALL BE WHITE WITH BLACK LETTERING. ATTACH SIGN TO POST USING 1" LENGTH lMOTO SCREWS, PLACED TOPSOIL. EXCESSIVE FILL MAY REQUIRE INSTALLING PERFORATED WHEN POSSIBLE PLACE FENCE 25 FEET BEYOND THE DRIP ONE PLACE PROTECTION SIGNS ALONG FENCE AT 20'INIERVALS. FT E AND J.3" RESPECTIVELY FROM THE BOTTOM EDGE OF THE SIGN. PIPE WIN AT LEAST ONE DATUGHTED END OPENING AS AN AERATOR SYSTEM: TEMPORARY PROTECTION FENCE PLACEMENT DETAIL TREE PROTECTION SIGN DETAIL SANDY LOAM FILL DETAIL MY or ENGINEERING VLAI V. REVISE0:1-10 FILE NAME: G: \ENG\SPECS\5312 5312 VEGETATION PROTECTION DETAIL DEPARTMENT ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com 0 I J a � J � Q o = IIII ❑ zLc_ G ``) � z rc a Q Q a V) a U Q Cl) Z a Z U LL I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed LANDSCAPE ARCHITECT under the laws of the State of MINNESOTA MARK KRONBECK, PLA, ASLA Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 5-19-17 1 CITY SUBMITTAL 6-5-171 WATERSHED COMMENTS 6-20-17 1 CITY RE -SUBMITTAL PROJECT TEAM DATA DESIGNED: MK DRAWN: JG PROJECT NO: 216-0199 23 W SHEET 23 Of 23 WEST PARK KNOW ALL PERSONS BY THESE PRESENTS: That Pulte Homes of Minnesota LLC, a Minnesota limited liability company, owner of the following described property: Part of the Northwest Quarter of the Northwest Quarter of Section 24, Township 116, Range 23, Carver County Minnesota, described as follows: Commencing at the northwest corner of the Northwest (quarter of said Section 24; thence on an assumed bearing of South 89 degrees 19 minutes 43 seconds East along the North line of said Northwest Quarter 338.00 feet; thence South 25 degrees 26 minutes 43 seconds East 128.38 feet to a point on the centerline of State Highway Number 101 said point being the point of beginning of the tract to be described; thence westerly along said centerline along a non tangential curve that is concave to the north, said curve having a central angle of 09 degrees 11 minutes 57 seconds, a radius length of 621.15 feet, an arc length of 99.73 feet, a chord bearing of South 74 degrees 12 minutes 13 seconds West and a chord length of 99.62 feet; thence South 79 degrees 38 minutes 53 seconds West along said centerline and tangent to last described curve 163.44 feet; thence southwesterly along said centerline along a tangential curve that is concave to the southeast, said curve having a central angle of 19 degrees 36 minutes 53 seconds, a radius length of 231.87 feet, an arc length of 79.38 feet; thence continuing southwesterly along said centerline along a compound curve, that is concave to the southeast, said curve having a central angle of 52 degrees 18 minutes 23 seconds, a radius length of 127.60 feet, a n arc length of 116.49 feet, a chord bearing of South 33 degrees 34 minutes 37 seconds West, a chord length of 112.49 feet to the West line of said Northwest Quarter; thence South 00 degrees 01 minutes 33 seconds East along said centerline and along the West line of said Northwest Quarter 362.74 feet to the South line of the North 660.00 feet of the West Half of the Northwest Quarter of said Section 24; thence South 89 degrees 19 minutes 43 seconds East along said South line 430.13 feet to the westerly right-of-way line of Trunk Highway Number 312; thence. northeasterly along said westerly right-of-way line along a non tangential curve that is concave to the southeast, said curve having a central angle of 11 degrees 42 minute 56 seconds, a radius length of 350.00 feet, an arc length of 71.57 feet, a chord bearing of North 64 degrees 07 minutes 43 seconds East, a chord length of 71.44 feet; thence North 16 degrees 17 minutes 03 seconds East along said westerly right-of-way line and not tangent to the last described curve 360.83 feet; thence northerly along said westerly right-of-way line along a non tangential curve that is concave to the east said curve having a central angle of 17 degrees 30 minutes 47 seconds, a radius length of 981.48 feet, an arc length of 300.00 feet, a chord bearing North 20 degrees 48 minutes 18 seconds East, a chord length of 298.83 feet to the North line of said Northwest Quarter; thence North 89 degrees 19 minutes 43 seconds West along said North line and not tangent to last described curve 118.28 feet to the centerline of State Highway Number 101; thence southwesterly along said centerline along a non tangential curve that is concave to the northwest, said curve having a central angle of 20 degrees 33. minutes 03 seconds, a radius length of 621.15 feet, an arc length of 222.79 feet, a chord bearing of South 59 degrees 19 minutes 43 seconds West, a chord length of 221.60 feet to the point of beginning. AND Lot 1, Block 1, GATEWAY NORTH, Carver County, Minnesota. Has caused the same to be surveyed and platted as WEST PARK and does hereby dedicate to the public for public use the public ways and the drainage and utility easements as created by this plat. In witness whereof said Pulte Homes of Minnesota LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this day of , 20_ Signed: Pulte Homes of Minnesota LLC Eric Padget, Vice President STATE OF MINNESOTA COUNTY OF This instrument was acknowledged before me on by Eric Padget, Vice President of Pulte Homes of Minnesota LLC, a Minnesota limited liability company. Notary Public, County, Minnesota. My Commission Expires SURVEYOR'S CERTIFICATE I Dennis B. Olmstead do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are mrrecltly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of thiscertificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this _ day of Dennis B. Olmstead, Licensed Land Surveyor Minnesota License No. 18425 STATE OF MINNESOTA COUNTY OF This instrument was acknowledged before me on Notary Public, My Commission Expires by Dennis B. Olmstead, a Licensed Land Surveyor. County, Minnesota CHANHASSEN, MINNESOTA This plat of WEST PARK was approved and accepted by the City Council of the City of Chanhassen, Minnesota at a regular meeting thereof held this compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. City Council, City of Chanhassen, Minnesota By: _ Mayor Clerk COUNTY SURVEYOR, CARVER COUNTY, MINNESOTA Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this day of , 201_ Brian Praske, County Surveyor By: COUNTY AUDITOR/TREASURER, CARVER COUNTY, MINNESOTA I hereby certify that taxes payable in and prior years have been paid for land described on this plat. Dated this Laurie Davies, County Auditor/Treasurer By: COUNTY RECORDER, CARVER COUNTY, MINNESOTA I hereby certify that this plat of WEST PARK was filed this _ By: County Recorder day of day of , 20_, at o'clock_.M. as Document. 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This agreement will govern land described in Exhibit A. 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for construction of 82 townhouses (West Park) (64 north of Lake Susan Drive and 18 south of Lake Susan Drive), Planning Case 2017-12 (referred to in this Site Plan Agreement as the "Project"). The land is legally described in the attached Exhibit A. 2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition that the Developer enters into this Site Plan Agreement and fiunishes the security required by it. 3. Development Plans. The project shall be developed and maintained in accordance with the following plans. The plans shall not be attached to this Contract. If the plans vary from the written terns of this Permit, the written terns shall control. The plans are: Plan A: (1 of 23) Title Sheet dated Received June 20, 2017, prepared by Alliant Engineering. Plan B: (2 of 23) Detail dated Received Sheet dated Received June 20, 2017, prepared by Alliant Engineering. Plan C: (3 of 23) Detail dated Received Sheet dated Received June 20, 2017, prepared by Alliant Engineering .Plan D: (1 of 2) Existing Conditions Survey dated Received June 20, 2017, prepared by Alliant Engineering Plan E: (2 of 2) Existing Conditions Survey dated Received June 20, 2017, prepared by Alliant Engineering Plan F: (6 of 23) Site Plan (North Parcel) dated Received June 20, 2017, prepared by Alliant Engineering SP-1 Plan G: (7 of 23) Grading and Drainage Plan (Overall) dated Received June 20, 2017, prepared by Alliant Engineering. Plan H: (8 of 23) Grading and Drainage Plan (North Parcel) dated Received June 20, 2017, prepared by Alliant Engineering. Plan 1: (9 of 23) Erosion and Sediment Control Plan (Overall) dated Received June 20, 2017, prepared by Alliant Engineering. Plan J: (10 of 23) Erosion and Sediment Control Plan (North Parcel) dated Received June 20, 2017, prepared by Alliant Engineering. Plan K: (I I of 23) Erosion and Sediment Control Notes and Details dated Received June 20, 2017, prepared by Alliant Engineering. Plan L: (12 of 23) Sanitary Sewer and Watermain Plan dated Received June 20, 2017, prepared by Alliant Engineering. Plan M: (13 of 23) Sanitary Sewer Forcemain Plan and Profiles dated Received June 20, 2017, prepared by Alliant Engineering. Plan N: (14 of 23) Sanitary Sewer Forcemain Plan and Profiles Received June 20, 2017, prepared by Alliant Engineering. Plan O: (15 of 23) Storm Sewer Plan dated Received June 20, 2017, prepared by Alliant Engineering. Plan P: (16 of 23) Street Plan and Profiles dated Received June 20, 2017, prepared by Alliant Engineering. Plan Q: (17 of 23) Street Plan and Profiles Received June 20, 2017, prepared by Alliant Engineering. Plan R: (18 of 23) Street Intersection Details dated Received June 20, 2017, prepared by Alliant Engineering. Plan S: (19 of 23) Tree Canopy Coverage Plan dated Received June 20, 2017, prepared by Alliant Engineering. Plan T: (20 of 23) Tree Inventory and Preservation Plan (North Parcel) dated Received June 20, 2017, prepared by Alliant Engineering. Plan U: (21 of 23) Landscape and Reforestation Plan (North Parcel) dated Received June 20, 2017, prepared by Alliant Engineering. Plan V: (22 of 23) Landscape Schedule, Notes and Details dated Received June 20, 2017, prepared by Alliant Engineering. Plan W: (23 of 23) Landscape Details dated Received June 20, 2017, prepared by Alliant Engineering. SP-2 PlanX: (I of 2) Final Plat Cover Sheet dated Received June 20, 2017, prepared by Alliant Engineering. PlanY: (2 of 2) Final Plat dated Received June 20, 2017, prepared by Alliant Engineering. Plan Z: (EL 1, 2, & 3) Building Control Plans dated October 7, 2016, prepared by Pulte Homes Minnesota Division. Plan AA: Color Palette and material sample. Plan BB: (LI) Town homes Landscape Plans dated May 15, 2017, prepared by Aaron Hanson. 4. Time of Performance. The Developer shall install all required screening and landscaping by July 31, 2018. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 5. Security. To guarantee compliance with the terms of this Site Plan Agreement, the Developer shall furnish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") in the amount of S 94,028. This amount has been calculated at a rate of 110% of the actual value of improvement and will be included in the security required by the Development Contract. The City will release the security posted in accordance with the City Code. 6. Notices. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by registered mail at the following address: CHAD ONSGARD PULTE HOMES OF MINNESOTA, LLC 7500 FLYING CLOUD DRIVE, SUITE 670 EDEN PRAIRIE, MN 55344 Phone: 952-229-0723 e-mail: Chad OnsgardAYulteGroup.com Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by registered mail in care of the City Manager at the following address: Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, Minnesota 55317, Telephone (952) 227-1100. 7. Other Special Conditions. On July 10, 2017, the City Council adopted the following motion: "The City Council approves Site Plan with a variance for the construction of 82 Townhouses as shown in plans dated received June 30, 2017 — Planning Case 17-12 - subject to the following conditions: Enttineerina SP-3 1. The applicant shall submit the full SWPPP document to the city for review prior to grading on site. 2. No parking signage shall be installed at all turnarounds to keep them open for public safety access. 3. All private street signage shall comply with the MN Manual on Uniform Traffic Control Devices. 4. The sidewalk and pedestrian ramps shall be constructed per the Chanhassen Standard Detail Plates. 5. All sidewalks internal to the site shall be owned and maintained by the HOA. 6. The sidewalk connection parallel to Lake Susan Drive shall be owned and maintained by the city. 7. The HOA shall be responsible for snow maintenance on sidewalks adjacent to HOA property. 8. The applicant shall revise plans to call out the size of proposed water main. 9. The applicant's engineer shall add a column to the stormwater pipe/structure table to list the velocities of the pipes. 10. Stormwater pipe within the development shall be privately owned and maintained. 11. The storm sewer/water main crossing near CB MH 702 may be in conflict. The applicant's engineer shall verify this when the utility profiles are drafted. 12. The applicant shall meet the minimum requirements for stormwater set forth in City Code §9-VII and requirements of the Riley -Purgatory -Bluff Creek Watershed District. 13. The applicant must obtain a permit from RPBCWD prior to grading the site. 14. The applicant is responsible for obtaining permits from applicable regulatory agencies (MDH, MPCA, MnDOT, etc.) prior to construction. 15. The proposed development will exceed one (1) acre of disturbance and will, therefore, be subject to the General Permit Authorization to Discharge Stormwater Associated with Construction Activity Under the National Pollution Discharge Elimination/State Disposal System (NPDES Construction Permit). 16. Sidewalk constructed within MnDOT right-of-way may require an Limited Use Permit (LUP). 17. The plan for flared stormwater pipes that discharge into the pond, infiltration basin and right-of-way shall be modified to have non -erosive velocities (3.5-5.0 feet per second). SP-4 18. The pipe from FES 500 to OCS 501 shall be modified to have a slope of 1.00% or greater to prevent standing water and reduce the potential for ice damage. Building 1. Accessibility must be provided to all portions of the development and a percentage of the units may also be required to be accessible or adaptable in accordance with Minnesota State Building Code Chapter 1341. Further information is needed to determine these requirements. 2. Buildings are required to be protected with an automatic sprinkler system. For the purposes of this requirement property lines do not constitute separate buildings. 3. The buildings will be required to be designed by an architect and engineer as determined by the Building Official. 4. The developer must submit a list of proposed street name(s) to the Fire Marshal and Building Official for review and approval prior to final plat of the property. 5. Demolition permits must be obtained before demolishing any structures on the site. Application for such permits must include hazardous substances investigation and proposed mitigation reports. 6. A final grading plan and geotechnical (soils evaluation) report must be submitted to the Inspections Division before permits will be issued. 7. Walls and projections within 5 feet of property lines are required to be of one -hour fire - resistive construction. 8. Retaining walls over four feet high require a permit and must be designed by a professional engineer. 9. Each lot must be provided with separate sewer and water services. 10. The developer and/or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. Fire Marshal 1. A three-foot clear space must be maintained around fire hydrants. 2. Street signs (temporary allowed) shall be installed prior to building permits being issued. Fire Chief must approve signage. 3. Prior to combustible construction fire hydrants shall be made serviceable. 4. Prior to combustible home construction fire apparatus access roads capable of supporting the weight of fire apparatus shall be made serviceable. SP-5 5. Relocate the fire hydrant on Stonegate road eighty (80) feet to the west. (At the intersection of Stonegate and Stonegate) 6. On Eagle View Road add a fire hydrant between block 5 and block 6. 7. In order to avoid duplicating street names, submit new proposed street names to Fire Chief and Building Official for review and approval. Plannin 1. Approval of this site plan is contingent upon approval of the final plat for Gateway North. 2. The applicant shall enter into a site plan agreement. 3. The building shall comply with the Planned Unit Development building setback requirements" 8. General Conditions. The general conditions of this Site Plan Agreement are attached as Exhibit 'B" and incorporated herein. CITY OF CHANHASSEN BY: I(JC�..r..- Denny LaUenburier, Mayor (SEAL) '5 -> ✓ 1 / (— AND: � 3'odd Gerhardt, City Manager STATE OF MINNESOTA ) ) ss COUNTY OF CARVER ) r\ The foregoing instrument was acknowledged before me thisl0day of /, 2017, by Denny Laufenburger, Mayor, and by Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. JWKiM T. MEUWISSEN NOTAR Cotary Fu E t+co"nrrmE��'�. arm SP-6 DEVELOPER: PULTE HOMES OF MINNESOTA: BY: Eric Padget lVice President of Land STATE OF MINNESOTA ) ) ss COUNTY OF tiF1`4iV w ) st The foregoing instrument was acknowledged before me this I day of SE rEw 9m . 2017, by Eric Padget, Vice President of Land of Pulte Homes of Minnesota, a Limited Liability Company, on behalf of the company. 4 JENNIFER LYNNE MUM �+yr NOTARY 7J"di^v • : fn=A MY COMMISSION EXPIRES OM10 DRAFTED BY: City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 (952)227-1100 SP-7 "ITAVUBLIC CONSENT Owners of all or part of the subject property, the development of which is governed by the foregoing Site Plan Permit, affirm and consent to the provisions thereof and agree to be bound by the provisions as the same may apply to that portion of the subject property owned by them. Dated this 1 st day of September, 2017. Brian A. Klingelhutz z-�Iulh' LouAnn D. Klingelhutz STATE OF MINNESOTA ) (ss. COUNTY OF ) The foregoing instrument was acknowledged before me this 1' day of September, 2017, by Brian A. Klingelhutz and LouAnn D. Klingelhutz, husband and wife. NOTARY PUBLIC reKATHLEEN ANNE DEMBINSKI NOTARY PUBLIC MINNESOTA My t o jssion Expires in. 31.2n21 SP-8 Necon Enterprises, LLC, A Minnesota limited liability company By: Connie Klingelhutz Its: President STATE OF MINNESOTA ) (ss. COUNTY OFe /414 f/) ) The foregoing instrument was acknowledged before me this In day of September, 2017, by Connie Klingelhutz, the President of Necon Enterprises, LLC, a limited liability company, on behalf of the limited liability company. DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952)227-1100 Cc NOTARY PUBLIC SP-9 SYQNC= 021 EXHIBIT "A" TO Site Plan Agreement- West Park LEGAL DESCRIPTION OF SUBJECT PROPERTY: North Parcel Lots 1-6 Bock I Lots 1-6 Bock 2 Lots 1-5 Bock 3 Lots 1-4 Bock 4 Lots 1-5 Bock 5 Lots 1-4 Bock 6 Lots 1-6 Bock 7 Lots 1-6 Bock 8 Lots 1-5 Bock 9 Lots 1-5 Bock 10 Lots 1-4 Bock 11 Lots 1-4 Bock 12 Lots 1-4 Bock 13 Outlot A, B, C, D, E and F CITY OF CHANHASSEN SITE PLAN AGREEMENT EXHIBIT "B" GENERAL CONDITIONS 1. Right to Proceed. Within the site plan area, the Developer may not grade or otherwise disturb the earth, remove trees, construct improvements, or any buildings until all the following conditions have been satisfied: 1) Site Plan Agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security and fees have been received by the City, 3) the Site Plan Agreement has been recorded with the County Recorder's and Registrar of Titles' Offices of the County where the project is located, and 4) the City Planner has issued a letter that the foregoing conditions have been satisfied and then the Developer may proceed. 2. Maintenance of site. The site shall be maintained in accordance with the approved site plan. Plants and ground cover required as a condition of site plan approval which die shall be promptly replaced. 3. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with site plan development. 4. Erosion Control. Before the site is rough graded, and before any building permits are issued, the erosion control plan, Plans 1, J, and K, shall be implemented, inspected, and approved by the City. The City may impose additional erosion control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion at the Developer's expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. No development will be allowed and no building permits will be issued unless there is full compliance with the erosion control requirements. Erosion control shall be maintained until vegetative cover has been restored. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion control, the City will authorize removal of the erosion control measures. 5. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowing materials, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 6. Warranty. All trees, grass, and sod required in the approved Landscaping Plan, Plans U, V, and W, shall be warranted to be alive, of good quality, and disease free at the time of planting. All trees shall be warranted for twelve (12) months from the time of planting. The City shall retain $9,402.80 of the posted security for landscaping for twelve (12) months following planting to secure the warranties. Provided the landscaping is in the condition required herein following such twelve (12) month period, the City shall release the remaining security to Developer within ten (10) business days of request therefore. 7. Responsibility for Costs. A. The Developer shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs Incurred resulting from site plan approval and development. The Developer shall indemnify the City and its officers and employees for all costs, damages, or expenses, which the City may pay or incur in consequence of such claims, including attorneys' fees. B. The Developer shall reimburse the City for costs incurred in the enforcement of this Permit, including engineering and attorneys' fees. C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Permit within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all plat development work and construction. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. 8. Developer's Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is first given notice of the work in default, not less than four (4) days in advance. This Site Plan Agreement is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 9. Miscellaneous. A. Construction Trailers. Placement of on -site construction trailers and temporary job site offices shall be approved by the City Engineer. Trailers shall be removed from the subject property within thirty (30) days following the issuance of a certificate of occupancy unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmaster's request. C. Third Parties. Third parties shall have no recourse against the City under this Permit. D. Breach of Contract. Breach of the terms of this Permit by the Developer shall be grounds for denial of building permits. E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Permit is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Site Plan Agreement. F. anc . Unless approved in writing by the City Engineer, no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities tested and approved by the city. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Site Plan Agreement To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City s failure to promptly take legal action to enforce this Site Plan Agreement shall not be a waiver or release. H. Recording. This Site Plan Agreement shall run with the land and may be recorded against the title to the property. L Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. J. Construction Hours. The normal construction hours under this Site Plan Agreement shall be from 7:00 am. to 7:00 p.m. on weekdays, from 9:00 a.m. to 5:00 p.m. on Saturdays, with no such activity allowed on Sundays or any recognized legal holidays. Operation of all internal combustion engines used for construction or dewatering purposes beyond the normal working hours will require City Council approval. IC Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly identify in the field and protect from alteration, unless suitable alternative sites are first provided, the two soil treatment sites identified during the site plan process for each lot This shall be done prior to the issuance of a Grading Permit. Any violation/disturbance of these sites shall render them as unacceptable and replacement sites will need to be located for each violated site in order to obtain a building permit L. Compliance with Laws Ordinances and Regulations. In the development of the property pursuant to this Site Plan Agreement, the Developer shall comply with all laws, ordinances, and regulations of the following authorities to the extent any of the same have jurisdiction over the property's development: l . City of Chanhassen; 2. State of Minnesota, its agencies, departments and commissions; 3. United States Army Corps of Engineers; 4. watershed District; 5. Metropolitan Government, its agencies, departments and commissions. M. Proof of Title. Upon request, the Developer shall fiunish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers too enter into this Site Plan Agreement. N. Soil Conditions. The Developer acknowledges that the City makes no representations or warranties as to the condition of the soils on the property or its fitness for construction of the improvements or any other purpose for which the Developer may make use of such property. The Developer further agrees that it will indemnify, defend, and hold harmless the City, its governing body members, officers, and employees from any claims or actions arising out of the presence, if any, of hazardous wastes or pollutants on the property, unless hazardous wastes or pollutants were caused to be there by the City. O. Soil Correction. The Developer shall be responsible for soil correction work on the property. The City makes no representation to the Developer concerning the nature of suitability of soils nor the cost of correcting any unsuitable soil conditions which may exist. 99 Example Color Palette from a Similar Neighborhood Camelot Nine 4300 - TCG 3 - Two Story Plymouth. MN 65446 updated: TCG 3 Townhomes 10.14,16 AREA•C WINDOWS GARAGE MASONRY MORTAR SHINGLES Job No. Address Bldg# Lot# Blk# Garage DOOR EP VINYL EP WNYL Mid America Front Door Simonton Clopay Emironmerdal Stone Constituted While Aspen White Extra White SW Carbon Greystone Black of Night White White Rustic Black 10000-10103 1 Left 7006 SW6993 While Aspen White Extra While SW Honey Oak Peso Sealskin SW7675 White White Rustic Black 10000-10203 1 2 3 Right 7006 Tuscan Ledge- Gray While Aspen While Extra While SW Slate White Black Jubilee SW6248 White While Rustic Black 10000-10303 3 Right 7006 Nickle Creek While Aspen While Extra While SW Clay Bane Black Bitter Chocolate White White Rustic Black 10000-10403 4 Left 7006 SW6013 While Aspen White Extra White SW Expresso Mocha Black Rockwood Red SW While White Rustic Black 10000-10503 5 Right 70M 2802 While Aspen White Extra While SW Lighthouse gone Iron Ore SW7069 While White Rustic Black 20000-20104 1 Left 7006 Red While Aspen While Extra White SW Cenyan Clay Bieck Tdcom Black While While Rustic Black 20000-20204 1 2 4 Right 7006 SW6258 Tuscan Ledge- Nickle Creek Gray y White Aspen While Extra While SW Slate White Black Jubilee SW6248 White White Rustic Black 20000-20304 3 Left 7006 WRlle Aspen Whiie Extra White SW Graphite Driftwood Pussymilpw White White Rustic alga 20000-20404 4 Right 7006 SW7643 White Aspen White Extra White SW Clay Bone Bitter Chocolate White White Rustic Black 30000J0105 1 Left 7006 SW6013 Tuscan Ledge- White Aspen White Extra White SW Oceanside Odftwrootl Black Gale Force SW7805 White While Rustic Black 3000030205 3 2 5 Rant Nickle Creek Gray While Aspen White Extra Whit Canyon Clay Black ThrumMackWhite While Rustic Back 3000030305 3 Left 700665W 7006 SW6258 White Aspen White Extra White SW Honey Oak Pend Back Sealskin SW7675 While White Rustic Black 30000-30405 d Ri hl 7006 While Aspen White Extra White SW Expresso Mocha Roocknood Red SW White While Rustic Black 40000-00106 1 Left 7006 2802 White Aspen White Extra While SW Indigo Greystone Zircon SW7667 White While Rustic Black 40000-40206 4 2 6 Right 7006 Tuscan Ledge Gray White Aspen White Extra While SW Graphite Ddllwood Back Pussirmil" White White Beck 4000040306 3 Right 7006 SW7643 Nickle Creek While Aspen While Extra While SW Lighthouse Bona Black Iron Ore SW7069 White White FREOack 40000-00406 4 LeR 7006 Red White Aspen White Extra White SW Hillside Green Rye Black Thunder Gray White White Back 40000-00506 5 Right 7006 SW7645 While Aspen While Extra White SW Canyon Clay Tdcom Black White While Rustic Black 50000-50107 1 Left 7006 SW6258 While Aspen While Extra White SW Oceanside Driftwood Gale Force SW7605 While White Rustic Black 50000-5010] 2 Right 7006 White Aspen While Extra White SW Clay Bona Back Must Chocolate White While Rustic Back SOOOOS0307 5 3 T Left 7006 SW8013 Tuscan Ledge- Nickle Creek Gray While Aspen While Extra White SW Honey Oak Pearl Black Sealskin SW7675 While White Rustic Black 50000-50407 4 Right 70M Whit, Aspen White Extra White SW Carbon GreMtone Bieck Back of Night While White Rusllc Black 50000-50507 5 Left 7006 SW6993 White Aspen White Extra White SW Slate While Black Jubilee SW6248 While Whit. Rustic Bieck 50000-50607 6 Right 7006 II,. — nl�:.. in Plp.�ilp —._ 11! li. al,.. o, .,l• ' .i ■ ■ ■ ■ .7 fiTl■rl�il-il�� '-- _I■I■I■I■I■I�I■I■I _L'I■I■I■I■I ■I�1■I■'d .L. mil one "'Vien Big INIte-, Dimensional Rustic Black \rca B Slate Shutter Color Black 002 Trim A Extra White SW7006 Entry Door Jubilee SW6248 Garage Door White �-- Minnesota Division Example Color Packages from a Similar Neighborhood - We anticipate a total of 12 to 15 packages 569 Satori Way Area C White Stone Veneer Tuscan Ledge Nickel Creek 3/30/17 'Color shown will only approximate the dry paint color. Actual color will vary depending on application, lighting, technique and material. Please refer to original manufacturers' samples for critical color analysis. Options and availability subject to change at any time without notice. Subject to errors, changes and omissions without notice. 02016 Pulls Homes of Minnesota LLC. All rights reserved. BL#BC627273 Pulte Dimensional Rustic Black Area B Espresso Trim :� Extra White SW7OO6 Entry Door Rookwood Red S W28O2 Minnesota Division Example Color Packages from a Similar Neighborhood - We anticipate a total of 12 to 15 packages 565 Satori Way Garage Door White �— — - — I Area C Mocha Stone Veneer Tuscan ledge Nickel Creek 3/30/17 'Color shown will only approximate the dry paint color. Actual color will vary depending on application, lighting, technique and material. Please refer to original manufacturers' samples for critical color analysis. Options and availability subject to change at any time without notice. Subject to errors, changes and omissions without notice. 02016 Pulte Homes of Minnesota LLC. All rights reserved. BL#BC627273 Pulte Dimensional Rustic Black \tea B Hillside Green Shutter Color Black 002 Trim A Extra White SW7006 Entry Door Thunder Gray SW7645 Garage Door White Minnesota Division Example Color Packages from a Similar Neighborhood - We anticipate a total of 12 to 15 packages 561 Satori Way Area C Rye Stone Veneer Tuscan Ledge Nickel Creek 3/30/17 'Color shown will only approximate the dry paint color. Actual color will vary depending on application, lighting, technique and material. Please refer to original manufacturers' samples for critical color analysis. options and availability subject to change at any time without notice. Subject to errors, changes and omissions without notice. 02016 Pulte Homes of Minnesota LLC. All rights reserved. BL#BC627273 Pulte-, Dimensional Rustic Black Area B Clay Trim .� Extra White SW7006 Entry Door Bitter Chocolate SW6013 Garage Door White Minnesota Division Example Color Packages from a Similar Neighborhood - We anticipate a total of 12 to 15 packages 557 Satori Way Area C Bone Stone Veneer Tuscan Ledge Nickel Creek 3130/17 'Color shown will only approximate the dry paint color. Actual celorwill vary depending on application, lighting, technique and material. Please refer to original manufacturers' samples for critical color analysis. Options and availability subject to change at any time without notice. Subject to errors, changes and omissions without notice. ©2016 Pulfe Homes of Minnesota LLC. All rights reserved. BL#BC627273 Example Photos of Elevations Pulte Example Photos of Elevations Pulte X.- 1 037 .y! I n� f Example Photos of Elevations Pulte _.. '1e'2-» �*�.}; jam•.;. * Vale Upgraded Garage Door Pulte 1 UNIT 1 UNR 2 UNR 3 UNIT 4 UNIT 5 NAf NNI N011 MWI MWdI M1YP IYNY�IV MRa�O MIIMI z O O y a s n k" z UNIT 5 UNIT 4 UNIT 3 UNIT 2 UNR 1 Z I 1 Y J 000 >a NO DIT WEST PARK CHANHASSEN, MINNESOTA VICINITY MAP Nlrt TOf .. SHEETINDEX NO. COVER MEET I DERAILS 2-3 FJOSTINO CONDITIONS SURVEY 45 SITE PLAN 6 GRADING AND DRAINAGE PLAN ]J EROSION AND SEDIMENT CONTROL PLAN 940 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS I SANITARY SEWER AND WATERMAM PLAN 12 SANITARY SEWER AND WATERMAN PLAN AND PROFILES 13-14 STORM SEWER PLAN 15 STREETPLAN ANDPROWLES 1617 SF0.0ET INTERSECTION DETAILS 18 TREE CANOPY COVERAGE PLAN 19 ALLIANT zB9 P✓x h' N W15 Boo MlNIE .NTH I B1. FVB.BO6J wx 01f 1Y ]OW w DEVELOPER PULTE HOMES 75000FFICE RIDGE CIRCLE SUITS... EDEN PRAIRIE. MN 553" PH: 952-988-8224 CONTACT: PAUL HEUER EMI Ieul.Nenm�PUlmGmup.mm CONSULTANT ALLIANT ENOMEERMG. INC. 233 PARK AVENUE SOUTH SUITE 300 MMNEAPOLIS, MN 55415 PH: 61]"]511-30B0 F%: 622-758-3099 ENGINEER MARK RAUSCH LICENSE NO. 4W80 EM:nwwcM1(]ellienl-inc.com F SURVEYOR f m LIC NISE o 11142EAD i W W LICENSE ND. 18421 Y FQ W EM: tlolmeleedelliun-inc.cmn G i J Z N LANDSCAPE ARCHITECT MARK KRONBECK W _ � LICENSE NO 26222 u Y. U SM: niMron6erk®dlism-ix.cmm rv[�d ,mke;"60�m, OFCHANHASSEN RECEIVED JUN 2 0 201/ W W CHAp1HASSENPLA^'" -? -" 1 �5 4 L SOL m A-L. T-= JL cur 9 •••••• 9ACR Ll'TllW * JL LIN srxc- �;w rya rsix` �cttm � � Rnurwrr V _ rm/ �•'•,-• lean. * JL _ ..w... r.eourumuPm�n �r AL I __ r r s U'.' I IA ALLIANT SJAh Mn 45ie Soo NY.Yq�W.Ml1 SSC�6 llLlsl.>)]p rw e�z.tmaaz ...m 2 .m 2 of 23 O ��.�Y•SSTS`_' SL ' Ai.93 �1Y.iST.G.'SS.C.:r r�sFitx. f ROJEC IA ALLIANT 9w MAwR eh ]�o MM1Yp:Y. Ni yai� HYiY.il• 0 rx TIM.]Y.fY �u AiwM[ com 3 �m 3 of 23 ggoi €e LE3 LDESCRIPTIDN VICINITY MAP MOrrybC4E r+• %°. • 5 e .. �.F. e 74P LEGEND _ rre� o®"vvw SWING ROTATION DEIWL-IIlczw. us wawaw..wnww R09 P611 Are 5, 5b ]00 wwwww�u°wu"euw f.wuwwwnwu�°a Minnupol�e. MN 55i15 °"�^' A LLIANT www.9 aoss .. ..r wwwa °n Inc com EXISTING CONDITIONS SURVEY PULTE HOMES OF MINNESOTA aml o�ATPun, eeve. avo rmaml .y.+ ,..m/ uvE Eusav oxNE CWNMe98Ex, mry eNn mm I W. \ ----------- 1 r- L--------- LAKE RUSAN DRIVE' st: _ V3 t>� wAT� w . •_tw _•� ems' e .w ' �.-w..,�. "'" _. {I ,� •� �- I/ - ' � ii �- w- _-, �eT w � BEARING POTATION [)EiAlL rvarro SouE ` W �.. •.✓•e "^:aMsi Mu �. 16 / � Ipy ~-�1.4N^.w YP�4� •).� / ifs 12�� as Pom A.. s.wxm rNm'°'"�w...:s'.._ � MMSVCW.MN ll.16 -nr ink / ��. C ....RGYPo wx �.1F• ALLIANT ....me eIYYYmc.on� yy�- ✓ . . -a, �. ft�fr EXISTING CONDITIONS SURVEY / f OF x m wo PULTE HOMES OF MINNESOTA • E7 %5EE SHE I ` N z®su�vn onnE elvo.Axo rm ani _ CIMNX139EM. M»,5]„ SXEETYOFx r 1A1T 9iNNiMWS FAIL NU MRIL T 11[YCKm K.VMN ' maN manxo u "vu¢ w/ Yle rm / / —i — APPLE THE WATERS EDGE DRIVE e"tlaosn "/«unrs"� n RAW/--- I Y e Imenx — \ \ OMOT E o BLOCK 0 ^dcem "ry' u°n /5 0 A E 1 OLULOT F\ SF B TM;nen � B�/ OT C MR) \ 1 IllroF" � W - sudouxiAu m �u �bUpTLOTD (a .l FU.i \0 d s �� e' • � D J I W R I I m m AR. Yn 1 < 1G�� N �♦ Y \ i'BJ 1 "W n"wr uG ✓ / I �� e nul«ux I . OUROTL O \ ?r r Po Y \-.... WZ SITE PLAN DATA (NORTH PARCEL): ARARRA A.. WE .Inrvwfi vm xa - �x owm rsol P." "m �KFex ° n Xm A. mr"v xm A,(..n .a x,. in m'M.m SITE PLAN NOTES: u«me oMw� µ°^mcwxx teRR A A- m a,. exmm�X fms x —RA/AA, .-A PA ALLIA T M neepotle, MWIYI! TY]WO x 6 EIbB ]pBp w IIIeMlnccom U 6 0 m i 2 Y � H 5 = lL QJQ I x. N 1 � r a r.mu � E6 moon ASN"Axx/Yxnla. �enaroN snewYa AY ` L \\�/` «F dA `lem'Ymwro OLuLOTF / TYPICAL HOAO6EL90N IRO'B BIu " 1 ` aawcr eP.wour \ \ \ LEGEND: 1 _ — — _ ealval \ corlcnere .Mrlr XXenN � YL" STATE HIGHWAY 101 p® PAVEMET��x 6 � .a. 6 et R3 N GRADING LEGEND �4 »•` WAmn aann mnc �I WATERSEDGE o E -- 1\ i GRADING NOTES l � 11 — C STATE HIGHWAY 101 T menxnm mwm mine. nn ooeoi uF1O4v gnaw �e e e mm amen nuo m imnm�vwu.0 o mum. mr ro rwwo� i MYLE TREE L NF EI 1 , $1 4LLIANT ° w 7 a123 APPLE TREE LANE WATcoc cnnr r'I .Al IN FEE, , GRADING LEGEND: NINE. wieT gym• SILENCE LINE N— El NINE Na MUN. NI woll - 46 ALLIANT zaz Naw n.N s. sio zoo ne.paLaMN 55i15 81?]58.7480 w rv'wx'elBllenl�inc mm [; .N. 8 of 23 — APPLE THE pC Zh Z CZ4 9 i N p 0 ALLIANT RL' Puk Are 9.9b 900 MlnnMpOtle, MN!!fl! 11RTM9DW r e13 ]b8.3A^ B w '.me.tlRenNW.can VICINITY MAP ecue: r=aroo J W� i Z a J O 1 O �U�.. Q W F � ` " � � m w N i N � Y � faa 2 i a z 0 STA TE HIGHWAY 101 V~ n n O F N 0 Y OD ,Po W O 3 u u w i I � LEGEND: NOTE TO CONTRACTOR: CONSTRUCTION SEOUENCING: ` IN—-® - .aVeX` a E°eo e..mrE.r-a.e.e.r rtrm ol...rt ram•• r�� u �iu' I�Iry..o.w �u•�• �.olm �w...rt"mw�i m mE ml..m SWPPP BMP QUANTITIES (PER PLAN): EROSION CONTROL CONTRACTOR: "s"'"sPo ""E" wffl Si9L¢TA�T : tPo >,Eaa """ :.ram rn �. r wcPo c�cw'Im iwe oii i mwE sc�E. sort as saaa E I EA m uo smlEerT __ owe ius woe � tpE�xm�l 9�.IM RIYOYP� INNINNIWSt PoFM P., !]Iw eEJID l F S WApW MEA DA I.0 m m[ un[rt osn..nm. .12-11.-11111 ® m mmmn' wea �E�yyy� mYE AINmM MS 0 OI. ne! i^ W F uo s"n �1.df ♦ m Y �I.°"m° ue�oi m.A"�Enwron " wEm ..wurum NOTE: wiwwr,r.Di, qma Ew..-I.00. wr. 1. IN, n,m 11 9 a123 LEGEND: APPLE TREE LANE �T��io®vmv llT �+'oi ❑ I 1 DND e,..m...... I r �z 0 b b fCMl N T ROM 46 ALLIANT 3]3 PeAPv�B.%Y'0 21.M .ww �sa.3ouc �.. w ww.e Ben�JnC.Wm Stl 1RTLA^� EROSION CONTROL GENERAL NOTES: em®�vr LVLWtl MOO[LYCG23 wim CA d ll M SSSSf J.T.. EROSION CONTROL SCHEDULE SEDIMENT CONTROL PRACTICES: wo.. FINAL STABILIZATION: lk- utwim In% wu+'aeiva.,. w II •�allN " CR04d Cd11RM (M XdNW.L 103 (IT.( S NI]B EROSION AND SEDIMENT CONTROL MAINTENANCE PROGRAM: arew."wmw m.xw. xmvis.v..... POLLUTION PREVENTION MANAGEMENT MEASURES: yLf ...IN..T AM 0 ALL IA NT ]M NMML6k XV I1L1Mi0tl r MLJY.IGW m ...i.Mmm Q W k � € w s m � o z N ZZ Y z F Q �n a o F W pi Z X W Q�ii R awm .wwmucan�w rRu�r Iru ur. 11 WATERS EDGE DRIVE r r OUTLOiE ¢ BOCK to \ \' 5 4 3 3 3 OtMOOTF ® NF ailxIN. ♦ . �... al/M 1f0 — / f�J•! e w mw a3 P J � I i* e \ 3 r 1 SLs� '9 I X�-_ \ ti 1 \ '•\ CB ]I]- a � a Ww w N W 6 m�e V STATE HIGHWAY 101 \ �v IRE LEGEND: — mm APPLE TREE LANE .cram vM —I—xwao N]Nenl 1 � rmim NawT oaNa Ma N,a oNme \I I I amw rw.m s.ven II - UTILITY NOTES' ` n ..xn. Nim Nc9AN l i 11— __N aa .E n N wF ..wN IN.w.w4 N �w 9 m —SIN, FIN 0—H.� � .' . '. ,.. —.,.� I E,m. N ,, ., •N... NN \ R , a..a../ I• ., e�...c m Mrfl...x \ STORM SEWER NOTES: \ \ j I \ N,Nwn..ao.. 1 I l IN aE .. N..x em we.x ie ue + m N 11,.1111.vo„.,. OMOT F � � I CCrvmucnd xm.x .usx IE— m w,nva .wu. ALL I t INT 2MPNAN& MCSot .1 mee@'Is MN. B12iY]Oa v' 1 R.1fi8]09] •u wwwe a InC.CCm 6 ¢Z a 0 & m w w , W < 2 •T ILL N NMUh .WLMC[;mMm, imE r[�•[ TRW annnN 12 12 Nt 23 SERVICE TABLE o a m Im NOTES: v m/u.murw mweemr. 950 2 �q i� u�.vw¢a amacrvn� ) w 940 sxonunwn u rum +�+ 930 _ Auln M(u mx ��twru 920 910 900 ) 890 880 �RIIIl11111�y,=�1"♦�111 ��,� ' — 'r`�G l C I_ L IUll N ALLIA T ?]91.I1A S..IW MI poII,MN 55i15 21, uw ww all':n, eom BLUE HERON DRIVE w � a k o W i 0 3 z m W I I I Y - F N 9n0 91 ^w:eeee'm mswc warn 11 11 xv J Ir I w.wvw (N] I 930 Q INv a9ae.A y m wuc w m�isve� I 3imm�.n, `. iv aRI A.mx�e wl: v.m ..wn I J 2 920 e rH _ _ 910 d649 ••... w. irianaNN 900 n.vu axc!/mania I I 890 y g pw� I 870 j - 6H 66 6 G6 13', c.m r.m vrm !.m tee^ .a 13 el 23 i � � =N=ERB EDGE DRIV i 4 I llelOCk�l l t� .1 9'r � 950 95'. 940 l IN 95n ptt w61.'!.!m I YX l Nn ai ,. WITM WMIp 930 wwpa,< m ar.ema ISi 1, •loon ma wi��lwi �11 m nxmm INNIv w wi:lolw (lM o M9 INV w (p w!. a pw 920 I 920 910 ✓.Aall 910 9aa � 900 i w alil�! a exPmwi ma v w ¢.ow ri v o.xw wx !i w nw! 890 890 BBC 8 880 9 `5 era Bea 0 F 56 6 bg F S� 6 80 tl 0 tl % NOTES: SERVICE TABLE - xM°i. Xlw, vrwM.,�a m,rtc1YY w slrnuma"i ma m��v �ererM. R.i•oemv• IN RET N / / / —rules YYuiuw�awe ti x.rae..».em 950 950 940 940 930 rWl1'MO QCYM ' 930 ett 90 IIII` 90 s10 910 w.r. _ 900 900 wirtmµv 890 890 880 880 N ALL A T e.oMI s 1 M nneepo 5 M554N 15 nz]SB w� wx www xl ienl lne wm 14 14 0, 23 w / / 0 � EDGE ygayJl9 ll 6 '� \ w x Iq x BlOrK�I 0 b -'•b� +M x.m W�'i�,� ecfiuxlix�� W� I ml Ti x of wxn \'$� ry m m. W '� ♦ _ wa"ran I N 1 Il WT NOTES; w ak uww�°mi�.u�l vr�u� Floe. mwm Ma mxa rn .mn mlxm dD 6Am��x.C��x ALLIANT 01�� ocs 501 93 PerF Pva96bAW In. T.$l Mlnn�MN 11 '41 e+x Tsnaoeo x.. elvsfi.noxa ... mvu o'f • M•Y� 9YYIQ.W6 ra+w+uuiw iu¢w T xui (Im rmlel rt�OtITL Q CONTROL WIfH i 2 FLEW CONCRETE WALL C &4FFlE W 'o 2 a _-MMMw i y W Y a H d 6 N � 2 LN�Y11 pWlll Inwlrulm/mxAa 61� II +5 J I _ pq (sO� IB10613 IRLDCF 1E O ALLIANT nu. ,� A9PUFAwB %!00 �'� wu / 1 • O �� MI nwPDXr MN lMS6 t � mzauaoeo ... ; MIF7 PARK—"i d11CmA.. y. ' - "r.'' y� "� • 6. e..i. ,.y exn6efoee r.. i `by C .u.�n.oarr i - I� • mmi N.v.� a ,1 )45 6 1 2 l 4 S6 1 ✓✓✓ BL NL I �. BtOfk] S E LAKE 9U8AN RIVE I WEST PARK DRIVE BLUE HERON DRIVE S F ¢ .w r m I"Im n ui LLLLa - xr.w F C 950 vx ee1 1. ixR v 950 950 1 950 2 xer[ Ai w Fm _ - __.__ —. _. yr nxi o v w z N 6 -66 a Y 5 940 'e.F F 940 940 L-i&IR 940 ¢ 6 �� F a W a W 930 p r61 930 930 930 D e 6 3 m 920 920 d wgss 'tea 920 920 .' '^•,M vc6o. / _ r nll rtt _ mv..ie.n u6a_ .n F � xx'iww f'x xea.w. 910 ___.__ 1 ________ s.w. 910 910__ •�--__, 910 .rru�an 900 6 °°'�J ` _. 900 900 900 cuum Armxlxol I I I I I r-ii rrso m.mr 890 890 890 s 890 �-r 'xwA1Y 880 8B0 880 ' 9 880 ....J _... 870 @ 21 p 02 570 870 i G 670 F 6 Fe % Ft F FS F FS M %� ^{ F 0S6 5 6 F Fe F Tm�16M I.a r.a ..a wm ..m 6.. ..ao wm I.w wm s.w ..m — 15 n113 - % ,— EOOE DRIVE 9 s ° I l l l /[mac y� � /' .� e i �� —•-_ • _ %j_ f _ F EAGLE VIEW ROAD wl n esa �wsm * su ua 950 x wx iIeZ li.i w w,'A 1.1 eia 950 31 u w a� 940 R^ 9W _ r°snxx aw.wo n sm Nsvr. 930 x1 iM °In 930 Ie x IM nxauo wos 1p ucelw w 930 IG c 930 oux� 910 _' 910 ------------ usa. 900 I 900 890 890 800 880 - ego E ego 0 0 y 0S6 ♦ S i6 9 le 66 y 'f 66 fl 6 2 MW NW HD] wW NOl >rW Or01 a AL LIANT ]] P.. A,v 9, She ]W La, MN 55015 613 Se 9099 u NOTES WATERS EDGE DRIVE/ EAGLE VIEW ROAD MXM n mii. ' •• aeaw 1 ,Y. aor r ��y(^tJ ewux/Mu� SJ "M YONJ191i �+\ TY. ♦Po. \O A K �1V.la •� f.W . i WEST PARK DRIVE f LAKE SUSAN DRIVE WEST PARK DRIVE / BLUE HERON DRIVE .m 18 of 23 '{� ` F 1i ..mom_ �6LYtiarypi�- ... _. _.._.� N 1 .'�/ � F r 11 Iv I �, p i �\ � ,.. � � . I. ly , • •; v 'l rid � y L � � � .. � 1 _ I \. j� `} 2 ��Yn•�'� Y . A� � � � \\\, A/ 4 .. �,r� �\ ♦ r . 1 �> '�R°'F � � • �h 1 ' , , �;. �'f �`.. �'^ .I w �� , � a j s , � � i e __ a .iC �� „a� `. � a �,,. �� H ` 1 ..w.w-a..�. � _ APPLE TREE LANE WATERS EDGE DRIVE LEGEND crassure ma w nnux asrva s� w a uua»ir .��. ma Mpmu wnsmla .i:144Vl/9aAL-7i =__ �d'�C�I�r'p"t��'1• lM�A®T.�I��f1 Q�I�ra�a cE®tea PI' a ALLIANT zas ruxare s. slp xo MlmwpDlls. MN pXip pt2]68 >Jp0 wr: z a S O m z w z w ZVI 3 u IL f wpm mi .T.pxn� Sri uwu uwu uw� OWYIY xMknW/ T LANDSCAPE SCHEDULE Go..�eMM f u v rMw iP4W MINMME1.1. v -—�.-....-_Txun'__ v M NM.MM.....u.M./M..xM.wm. _ r/Mx.rM. .sr.. Me Mx.MMMEMvo.<. MyxM...Mnrr Me/M.rn MoMMw.wvunc M /MM.w M /MM ,E.. MEMME YrN/MMeYr Meets euiMe/xwlereMe EE ME. •rrwM/x.y...M.M. /a.M.MMM. v�ti e-•.ne.�n./w•.•.r.MeMe Mwr.. xMx ae..e/u..Ma....M a. MMM./MM..M•..MM. .eMMMM M M v xr x.M ir.r./MM.ra....xr. .Mau.el./w'I.r WaNie .. .. �u bMx.xe./ M+n. MM.M.aMrE. _ „ L4 anMaMr/M.MaMMfyr' er.w SEEDING NOTES: ME ME MEMME. ME PLANTING NOTES: MM . w MEME MM M ema e.x.vM.M. x.,M.x MMvmv o . o� m� @ENTRT MONUMENT AND LANDSCAPE PLANMONUMENT AND LANDSCAPE PLAN (, PIRE PIT DETAIL PLAN LJ �.o LANDSCAPE REQUIREMENTS: MEEMMEE EE eMME, PILLAR MONUMENT AND LANDSCAPE PLAN O PIREPIT AND LIMESTONE OUTCROPPING EXAMPLES py' i AL LI A NT 3:U PnM Pw 8. Bb JCO npepolly. MN 5M15 5 ]CBO va' 58 JG93 ru 22 22 of 23 IME II 1g, Nmg II Ea JL P 1^1 61te- A L . . LI A . N T EL —TTI 23 23 f 23 Am 43' _ APPRO)4MA1 _ -- PROPERTY PPOPERT' LINE 1 /� LINE 111' _ 'I u+ r 'I 'I 'I q / _ LAXE SUSAN DRIVE R.O.W BULONC PAD D WEST PARS BUILDINGPAD WALKING DRIVE <' 'f L 23 'I`� BUILDING PA7 DRNE 530 F DRNE VIEW ROAD � I 'JI'.`_. 62 20 60' I\G'M WATERS EDGE DRIVE ROM CITY OF CHANHASSEN Chanhassen is a Community for Life - Providing forToday and Planning forTomorrow MEMORANDUM TO: Sharmeen Al-Jaff, Senior Planner Todd Hoffman, Park Director Don Johnson, Fire Chief (acting Fire Marshall) Jerry Mohn, Building Official Jill Sinclair, Forrester Stephanie Smith, Engineer FROM: Jenny Potter DATE: June 22, 2017 SUBJ: West Park Plan Changes Please review the revised West Park plans for changes in grading, property lines and landscaping and return any comments to Sharmeen Al-Jaffby June 28, 2017. PH 952.227.1100 • www.ci.chanhassen.mn.us • FX 952.227.1110 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA 55317 P ALLIANT ENGINEERING Letter of Transmittal DATE: June 20, 2017 TO: City of Chanhassen Planning and Zoning 7700 Market Blvd. Chanhassen, MN. 55317 Attn: Sharmeen Al-Jaff FROM: Mark Rausch JOB NO.: 2016-0199.0 SENT BY: Mail z Hand Delivered Courier RE: West Park— Phase I Final Plat Submittal — Plan Set Update Copies Date Description 1 6-21-17 8.5x11 and 11x17 Final Plat Plan Sets 7 6-21-17 2204 Final Plat Plan Set 1 6-21-17 8.5xl1, l lxl7 Final Plat 7 6-21-17 2204 Final Plat 1 6-21-17 Stomwater Management Study Report (Delivered Electronically on CD) 1 5-31-17 Geotechnical Reports (Delivered Electronically on CD) 1 6-21-17 CD of electronic document copies REMARKS: Sharmeen, On behalf of Pulte Homes, Alliant Engineering is providing the enclosed information to update the previously provided Final Plat and Plan documents. Please call Paul Heuer at 952-229-0722 or myself at 612-758-9339 should you require any additional information of have and questions. Thank you, COPY TO: Paul Heuer, Chad Onsgard, PH CiTYOFCHANHASSclI RECEIVED JUN 2 0 201 CH'*AM PLANNING OEpr 233 Park Ave S, Ste 300 612.758.3080 MAIN Minneapolis, MN 55415 612.758.3099 FAx www.alliant-inc.com WEST PARK w. ooc. rva. CITY OF CHANHASSEN RECEIVED JUN 2 0 2011 CHANHASSEN PLANNING IEPT ra L_ j L„ C �. � � 11•:.4�ullll. .. s. �� ' i L fT T. L� I WEST PARK CHANHASSEN, MINN ESOTA / / Mq0 H\ S O £" YYI$g 99. BHASiA CIR. W. p p N^ Ps JS BIYO. S Y Q j� MA/0.EF / �U0.' MSHARRI60N L_dk 50 SHALTA CIR.E pC 6 '°ONTI AL �' O U}. p pYi qR p J DR. uU. NZ ff XILL Ci. �i, fL, 51. MWEG CIE.. glPt 5 "I ¢ / 52 CASTLE RIDGE Ci.. Ui1CA ,j, GVNFLINi REp FO% 5]. CA— RIDGE GWH Ot LIfl. fig. NAVAJD DR, gDN41 PG 0`\ ddTTTTT 65, BRDNEN ARRUW DR. BN 1E Ci, h 66 RED MINC CT. Dl 3 �'✓1ER� 67. CHAPARRAL CT. ,,�( fF' CT. LOICe AYl Oq FW p� FRONTE NEW W o �P R MLLCOME W Hp 1.E LCNE� (f TMN RO �', 4 a r MAP E RP\ 0.HP c1 o I/ SIEgD V qi�. ,[ o LI C 69. GIMA BAY JI. EADDLEBRLLK PASSSW' a A55�\N�\V6 yJy' pHEPSP HS / TUM NLLAGE Pl TD. MLA I.FA N'A' HILL MAJESTIC SWArc J]. BELMONTA LAR. K §u NM MLIALE LA. w CL �J J9. DERBY DR. GADP� UJRV E w NM"Y .- -; _ ,T ., -J' J5. CANTERBURY DR. z CHIPPEWA9 k GHLA'o DR. LIMPR D 1\\\ KR fP, z r I Z � � P� 1 nJ. III j WATER 6 / \. i � � EPGLEVIEW ROAD 3 �E 6 ,- / f 1 3 i I [t 1 o I Q, I L i E C ISM 098 �Vi I- 4 o , t E ry I -) d J t a fi h v P d v Ltv,- - s t 193 a �� wb C VICINITY MAP NOT TO SCALE SHEET INDEX NO. COVER SHEET EXISTING CONDITIONS SURVEY PRELIMINARY PLAT SITE PLAN GRADING AND DRAINAGE PLAN GRADING PROFILES EROSION AND SEDIMENT CONTROL PLAN EROSION AND SEDIMENT CONTROL NOTES AND DETAILS UTILITY PLAN TREE CANOPY COVERAGE PLAN TREE INVENTORY AND PRESERVATION PLAN LANDSCAPE AND REFORESTATION PLAN LANDSCAPE SCHEDULE, NOTES AND DETAILS LANDSCAPE DETAILS PARKING EXHIBIT 1 2-3 4-6 7-9 10-12 13-14 15-17 18 1.9-21 22 23 24-26 27 28 29 DEVELOPER PULTE HOMES 7500 OFFICE RIDGE CIRCLE SUITE 325 EDEN PRAIRIE, MN 55344 PH: 952-988-8224 CONTACT: PAUL HEUER EM: Paul.Heuer@PulteGroup.com CONSULTANT ALLIANT ENGINEERING, INC. 233 PARK AVENUE SOUTH SUITE 300 MINNEAPOLIS, MN 55415 PH: 612-758-3080 FX: 612-758-3099 ENGINEER MARK RAUSCH LICENSE NO. 43480 EM: mrausch@alliant-inc.com SURVEYOR DEhNIS B. OLMSTEAD LICENSE NO. 18425 EM: dolmstead@alliant-inc.com LANDSCAPE ARCHITECT MARK KRONBEICK LICENSE NO. 26222 EM: mkronbeck@I,alliant-inc.com cPOG�" �EDSEe� Mpy ; �� 2011 n�NPIA�� 1TYOFCHANHAS$EI'I RECEIVED CHANHASSEN PLANNING Q € P r I A .ws ALLIANT ENGINEERING. 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAx www.alliant-inc.com Q F— O (n w z Z Y � M Z a N N W a U I hereby certify tl specification, or I prepared by me direct supervision am a duly Licens PROFESSIONAL ENI the laws of the MINNESOTA MARK RAUSCH, PE Q M U) a W I� a W Z = _ U) M M U a lat this plan, eport was )runder my and that I Ed 31NEER under fate of Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 5-19-17 1 CITY SUBMITTAL PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 216-0199 1 SHEET 1 of 29 ADDRESS: 760 LLrY(E S BAN D%'" mx913 20 12.76g J24' X909. o F/F,' lTQ jJA - -' ,�1 s. m�'�"''`�-^,... ro7.73 r/ : ,�. T l AN c90 -os.73 �pOQv�t/Q/ 0I s.t ,.% / 0 08.34 X909-Post T�s X911. W oa.loR-566OQF FaPGOA soxs9s:a E ' {fL=6. O o ��PvPt i Vi E ex eo.; s .z11 E- 9 37'0T' GY °l. gyp.. v / 09.96 x Br=N66°55'48"E i {}J -- 7 *�i =84.90 �. �xv sarm :�::r' wv(x W4 / X910.59 I v(s X910.68 �' 3 /::'' /ii GQ '1 '' c`N / b G•. / ..... :.:... xs1o. q REBAR ....... , q 2 u. 9 I 912.42 6 N4490191224 910.88' 912.16 p1 Y a' D N 's11.71 _iiG911.92 /,>. g1�4V az__ IXV SW �800.00 _ ]JOy 0R .E5B A .444 0IXVa IHV l NwE )� =90&RS a w' <T 1 > BI 5 V V / --- / ° -a $yEL 26 X912.92 B(g,N ...' r / 9 3 6 E zT� C. r` o Rlx-BI ( 5 RCP ... ... r.:�+ ':.:..:.... e X91r5 �-- / S45000'07"E s '�2_� 51.0E INv.sB(REcoRD) / r> Ixwa86eee a(REwiRD)_ (^' S-4 911.6 X 13.36 X913. 91 .IJ 91�92 � jE/� - 2.08 / I a; �- /'IMI TI" 910. N8914 °5 '3 'Er 1:-_ �� ,1 515 912.92 .'PARCEL 267-�T o0 �. ; /ro ^2.ISO � !ir •' 911.44 X91t.20 4 x910.1s - s1z.6D o Qr t v ........,.. .. _-F-- x912.70 n YJ X9.ID.4 5 _9�31 rg,N�3 oT s10 Ci'B s7 MND TAT x91os"� E Y G A . o r "d R -W \ X 909.7 / _ A o I F 2 908.3E P W W � ,0 X910.15 ' 2 / C ~¢�K W°I' ~ 'D � 1 1 X906.97G"fE'�r7" D. `!`. r°'.. 9t0.34 910. 4 52 z WAN I 1 NO' UMENT / <\ �.. 911.06 / O C) I GN _ o 910.48 J - 'f M W W !- � I ....... ,(I < 041 WOOS o s �3 • X909.46 �. z.910. 10 W 2 \ O - 910.83 O 3 rc v 9 J$)e \ X908.83 W :: J 3. -1 " .4 = 908.9Q X908 i5 a t1r 0t06 1 _ 302� !320 �_- �„ 1� X907.40 X908.11 d � orc W 0.1 910.75' ;§- 909.12 909.56 z 3 W ( (p/� - 9.45 1 h2 1 X908.0 J 909.2.22908.66 4 \ �� 9ozss xsae.a3 - 90 ' ~ X90 - ti 8F"90 4 I. 92 I I'n I X906.1 >`X914.72X908.34 :} O '•.I I. I ��._.. J II j(f(,j.(7s`14.67X'945 5 \�.._. X906.85 X¢O6 97' ` ,X9�3.86 r „! ' 19552 \ '4+;X915139 X90a.69 - L20 r1 0 .y --X9T348X 9)2.89 X90914' \ �X907.61 907.55, ¢O! H A907.8k - ` /'� X907�f4 7 907.50 X91 23 i _ • O^: i it O: Ot M t q ,.,, c J' ._.. 1 X90§'47 X907.40 `. 907.38 W - v•ti W v0v8.T4y� - r i a s]T-90].II a Y ` 012 1 1_ yiw 4{f� W \ h.._(�;[ X906.77 / . W 2 r• p \ I I X908.4Q ,X 90 'Y7 X90859/ X907.2D X906.90 g¢ - 2 p 1 X906.75 i X 1 0 PARC L 3 ��',6Yc`9E3i;'sx905.e6 �¢ i N` • <r 8 / �.� NO BUILDINGS c;J�9 ZP S �i. ; dJ P.I.D:' 25293003E OGV3 X906.22 X906.229 �. o't% _ O p X907.32 111 \ OWNER: ,7I`7/AN A & LOU ANN� �,•-"-.__cji1F% fo KLINGELHUTZ / s� /9 Ly:� i p, �'I - 90r 34 Li�tESS: 761 LAKE SUSAN DR, c ov = 1 = -I € I I't ` / X907.22 X905.25 / I-r 13- 7 � 1. ��X906t50 /'\: X905.16. ice_ Lil X90 I. 1 JJ '• (t�R Ep 5 y! I .; 31.87I T- I n �I\_. \ F� ,.-Fa s26 orWa�KX902.7 -- ti�yi cl X 99.�q, sa3 so zil 836 - 2-3° I3 4].. NBI]35 1 5N45°389 I6.81U I�WE _ -�_ i I 1 589 °33 4b"\\X�98.63 / ♦_, J O 2 I d I 1 1 �1 10.0E t QiJ p I sib $ I ,• NLLQ f \ d� D l - 1 \ ~ II o � x f;(D ::4 PARCEL 4 / \NO BUILDINGS I I P.I.D. 252930020 OWNER: GATEWAY PLACE, LLC ADDRESS: 721 LAKE SUSAN DR. 73 16 J LEGAL DESCRIPTION NOTES D 1. This survey and the property description shown here on are based upon information found in the commitment for Parcel I tiitle insurance prepared by Stewart Title Guaranty Company, file no 01040-21224, dated November 30, 2016. Part of the Northwest Quarter of the Northwest Quarter of Section 24, Township 116, Range 23, Carver County Minnesota, described as follows: 2. The locations of underground utilities are depicted based on information from Gopher State One Calls stem for a 9 p P Y D Commencingat the northwest corner of the Northwest Quarter of said Section 24; thence on an "Bounds Survey locate". ". The informationw S o ate e as provided b a combination of available maps, proposed tans or city "Boundary Yp y p ' p P assumed bearingof South 89 degrees 19 minutes 43 seconds East along the North line of said 1 9 9 records and field locations which may not be exact. Verify all utilities critical to construction or design. i ID Northwest Quarter 338.00 feet; thence South 25 degrees 26 minutes 43 seconds East 128.38 feet to a point on the centerline of State Highway Number 101 said point being the point of beginning of the 3.The orientation ofthis .bearin system is based CoordinateSystem NAD83.Coordinatesare 9 Y County tract to be described' thence wester) along said centerline along a non tangential curve that is Y 9 9 9 Carver Countyround feet based on the Minnesota a S stem Southern Zane NAD83 1986 non HARN concave to the north, said curve having a central angle of 09 degrees II minutes 57 seconds, a values: 9y i D radius length of 621.15 feet, an arc length of 99.73 feet, a chord bearing of South 74 degrees 12 minutes 13 seconds West and a chord length of 99.62 feet; thence South 79 degrees 38 minutes 53 4. All distances are in feet. seconds West alongsaid centerline and tangent to last described curve 163.44 feet' thence 9 southwesterly along said centerline along a tangential curve that is concave to the southeast, said 5.Theareaoftheabovedesbribed property ro erty is 460,299 square feet or 10.565 acres. curve having a central angle of 19 .degrees 36 minutes 53 seconds,'a radius length. of 231,87 feet, an arc length of 79.38 feet; thence continuing southwesterly along said centerline along a compound . Benchmark: en chmark: Survey disk cast in concrete, MnDOT name "MERE., located in Brandimere Park, Chanhassen, on the curve that is concave to the southeast said curve havinga central angle of 52 degrees 18 minutes 9 9 East side of State Highway 101, approximately half -a -mile south of subject property has an elevation of 915.41 feet D 23 seconds, a radius length of 127.6E feet, an are length of 116.49 feet, a chord bearing of South 33 NAVD88. degrees 34 minutes 37 seconds West, a chord length of 112.49 feet to the West line of said Northwest Quarter; thence South 00 degrees 01 minutes 33 seconds East along said centerline and along the D West line of said Northwest Quarter 362.74 feet to the South line of the North 660.00 feet of the West Half of the Northwest Quarter of said Section 24; thence South 89 degrees 19 minutes 43 seconds East along said South line 430.13 feet to the westerly right-of-way line of Trunk Highway y V 0 25 50 100 SCALE IN FEET Number 312; thence northeasterly along said westerly r)ghtof-way hne along a non tangential curve that is concave to the southeast, said curve having a central -angle of II degrees 42 minute 56 seconds, a radius length of 350.00 feet, an arc length of 71.57 feet, a chord bearing of North 64 degrees 07 minutes 43 seconds East, a chord length of 71.44 feet; thence North 16 degrees 17 minutes 03 seconds East alongsaid wester) right-of-way line and not tangent to the last described Y 9 Y 9 0 MNDOT MONUMENT : p SANITARY SEWER curve 360.83 feet; thence northerly along said westerly right-of-way line along a non tangential curve oSET CAP IRON MONUMENT 18425 -» »-STORM SEWER a central angle of 17 degrees 3 that is concave to the east said curve having0 minutes 47 seconds, c FOUND IRON MONUMENT I WATERMAIN a radius length of 981.48 feet, an arc length of 300.00 feet, a chord bearing North 20 degrees 48 SET NAIL/WASHER E UNDERGROUND ELECTRIC minutes 18 seconds East, a chord length of 298.83 feet to the North line of said Northwest Quarter; HYDRANT T UNDERGROUND TELEPHONE thence North 89 degrees 19 minutes 43 Seconds West along said North line and not tangent to last $ WATER VALVE 0 CONCRETE SURFACE described curve 118.28 feet to the centerline of State Highway Number 101; thence southwesterly along TELEPHONE BOXS 0 BITUMINOUS SURFACE said centerline along a non tangential curve that is concave to the northwest, said curve having a MANHOLE degrees 33 minutes 03 seconds a radius length of 621.15 feet an arc length central angle of 20 deg n g g h Of sGNITARY ❑CATCH BASIN DENOTES BOUNDARY OF TRACT B OF (PARCEL 67) 222.79 feet, a chord bearing of South 59 degrees 19 minutes 43 Seconds West, a chord length of Q ELECTRIC MANHOLE PER DOC. NO. 30653E 221.60 feet to the point of beginning. j LIGHT !,5 TELEPHONE POLE Parcel 2 o FLAG POLE DENOTESACCESSCONTROL of TRACT B OF (PARCEL 67) Lot 1, Block I, Gateway North, Carver County, Minnesota. ° HAND HOLE O. 531. (D) DEED DIMENSION Parcel 3 (m) MEASURED DIMENSION ACCESS CONTROL AS DEPICTED IN MNDOT R.O.W. PLAT NO. (P) PLAT DIMENSION 10-17. DOC. NO. 399301 AND THE PLAT OF GATEWAY. NORTH, Lot 2, Block 2, Gateway North, Carver County, Minnesota. 837 R/W BOUNDARY DOC. NO. 451279. CORNER PER Parcel 4 MNDOT PLAT Outlot A, Gateway North, Carver County, Minnesota. Abstract 0 0 a _Y WAY VICINITY MAP - NOT TO SCALE BEARING ROTATION DETAIL - NOTTOSCALE N. LINE OF NW 114 OF SEC. 24 S890I9'43"E (CARVER CO.) S89 0l9 33'E" (MAIDO7- AND GATEWAY NORTH FLATS) ® fi SHEET 1 OF 2 - X9dLs 920.02 r / +r 92027 X919�07 cN �%( !/!�.3 X919 r J$BI6 4'NY 801.65-i1�1 ♦] 1 x 90.61 �9 vy / !� 911. ROPr 921. X X 20.42j >> 919.93 d S89°l9'43"E 3;B.00. -- - - _ 9 �'hOg2 BPS .6+�e s1N$918.2,3"w SN x . s _ ",,__SANDSTONE MONUMENT AT \`_ NORTH LINE 3 D / / C\ �� ! / • Qs. NW CORN OF THE NW QUARTER I OF THE NW \ 4j G �" S -)•;_/ 1, X9I6.50p 920 < x916 ;6: \�PHB�'s W SEC. 24, T //6, R.23 - QUARTER 2 F,�' ` 9I2.01 ll. N 3r X 916. \ / Z Vl% EXCEPTION TRACT C PER ��3 55 b1 w7 X I�' I \ / a. 06i DOC. NO A308045 y \ Q 7LF3' I// 917 Q 91�se�i J n r. r. F I /n\ l F- tpiz R% (y((,�� fJ x 5 I Fl /-- V-- \ �_ .r D1 r 69 1 Q x917. E d er \°^ .CENTERLINE OF G S.H.NO. rol % R=62/.I5us7 D 16.04 / t W N POB. DF �caa /c>/ L=222. 0 I a W R=62/.15 \� PARCEL \ m'm b> X916.9 L=99.73/jr s. S59°C.BW 'mo1�10 ,l9'"/x943 x917.oz x910.9c. 21.61 914.87 x91317 m` .. ... i?� .\ X/912✓.4'444 AID a 36 73 /b Nv(NO e°zs, 3. xso 9 x91o.70 nj A6.7 938 Dip- e p3, eflcb 16.6 0 082X 915.41 ;3 0�W i7 5�x9os,eo 1 Q 5B101 9 32 X910.43 339 / t ¢v a f Y - FDR P flIM-BOB.b (cv `\ `Wv➢64roR' X910.47 X910.43 y - \ / ,.W .. ........�� X914y 9� 4.12 YX 99'11.45 -SEPTIC X9o9.3 1 ,. ✓./ QQ� x_ (�, /J7 a \.:.,y .07 7ENT X 09 t / X917 Q n . `. 917.79 X91fi.A7 , \.t X909.53 X909.15 X910.11 fl .04 \�� p i ��6 X911.56 X91{L2X 13.4 4 t 6/ t Via / x9t X�I 7I l 17.55 . 5 V X919.9�9 L-116.49 - . o sns� 1 xs13.2o u, s DJ 9 A=52 1823------- / of sl v X909 / ® x915.4s ! Rz3oe:9a f - Xs1�(as y p C.Br S33°34'37"w \ /\ OE X 6.78 X917.29 X9774 i X 14.36 X911.86 X909.64 X910.21 , X919.79 I g= f) X916.92 X916.90 ii\\eo t+.\\ V r �i.-112.49 / •" - "' WOOD \ + ' p ;X91Z, it X913.52 X9I0.22 XXgg X91hi] .i> rn X917.4 e 919.49X /t f NON TANGENT, '! X917.49 WALL `\ i .\ /t 911.68 X908.62 X908.3008.77. �F' N / O: X918194 L OF BRICK--,I\X 4�6 r e X909.03 X915.20 MEASURED] I - wnu. rr X916.4 X916.16 / 17 n i X RJI X915.BO XW3.67 X915.92 r-.V�." `--' _; -� X916.}\9 IT. X909.52 /" \ ti X911 '02- - tl X917.3i_._ -f__ _�� a^r \ X90948 19 1rti % G' r ! X915.79 \X913. 1 I ,.....,� X�J I7.83 ! % LL GRAVEL �, .�_ X ItPP.3�2-....xs0e 05 v\� 85 - � ! X91L5 1 v e¢se i r.. / / I • TOT�VNEENT / i �. nq 5l \ /:. ' 1 �......... 07.8b;907.10.X111.04 jj( XB .46 ``., B5 7 03 5 X91 5 '1'- ' X915.56 �X913.69 +, X 1 '"r / f''. ✓/nG �'S/p G y' Q ...... - I I __..__... t X913.35 r X9106 ! � X906.881 ff Xsls.az \ xsoes9 xslz.z r, f`/ GRAVEL- \\ X"'08.28 X906.75 X907.07 GRAVEL ✓ I i nIM-en.le ,� P 90.61 i - 914.72X{\ / 16.38 WOODEN BARN r X915.53 / - \ X 14'73 XX912 910.01 r/ X906.661 # \ 14- \. BUILOING / / \ \ 913.2Y ( ( X907.53 it p X11 3.ti S HEIGMT:31.52' / - 8.14 h > .) .. \\. r \\.. \ X914.26 ` X906.89. �90 \ f r9198.34Ex }E ! I / \ % , / / /, / % \ "•...../'-....... S X906.?r4g07.20 Y 1 \ - X917.09 / / /' /. WOODEN- -{- \ X9\16\.8\5X95c.40 -/ �X911.39 X907.10 X917.5$ X915.84 X913-.54- XX909.46' - - - - - 906.23 916.715916.80 X906.52 X906.04 j X9/' ps11 Z i j jIX9T.FO�1i2/j � .7 X914.28 X 13.54 1.54 I�� ury in 1P i \ 286D 91828 X915.74 X912.87 X90 17 'RAVEL ii X9011W X912.39' 4.29X 14.06X913.80/ X906.55:dX905.6X909.96 / C/ x90B;58X917.30 i91652 50X90775 / .< X908.8 _ ', v /X912.93 X909.39 l 906.02 X911.52 / T X905.32 j 911.6,R \\�� \\91501 -_t i / X X�OR48B.65 - {��I �r91l24 I X 913.86- / I I W I X915.48 r - _ j 907:94 9.56 ani O ' 1,1J X917.OX916.4a /i """��15.98 -�+� -- �� X909.62 +{Q X90489 , 4tt � ' X9�7. n 34 ( 11 ♦ fR {X 915.94 / X909.12' X904.611,/ r✓ €t f Q y X916J2 I X914.22 PARCEL 1 11 X909.4908.82 j \\'�\ 909 6 / 3 111 a ,1 X.91a.5 P.LD.j250242420 ; AO +✓� X909.38 X909458.10 t 1 D r d I OWNER: BRIAN A & LOU ANN D ( X911.37 x91o.62 XbITT: 1 \ c� tk 908 o7 ( I , I �,�-en.v 1 LINGELHUT2 t l i oi,903.85 \. ./ X91 .O6 ` INV-Bx a: r Nvw}-eu., ADDRESS: 8 01 GREAT PLAINS pp// 1V1. 1 x91 .31 (... i p( i x90799(- l y nv s)-en. 916.82 X91 . 9 1 4 \\ D L as 0,316.00 I i ,\ _X�07. X 916.54 - \ \1 X907.26 ,D 12 P- ' d, v �' n \ Ali / '/I X91$.04 / 913j99\ r - I-Xp12.12 E' - �=. n I \ x911.78 ^ / > .. r - X907:7s !i Q I I $ L916 z4 N y 1 N V IV I / " } \ / I US 912.55 I N V V.. X911120/ _ t, ♦ �9�9.03 ((Ix 907.85, / IL - \j/ , \ - } Z - Xg06If' I [ \ X909 1 Jf/9Q3.93 G`) I t X913.12 I 4. (t / �J W y�91896 X91688 ( X915.92. X:"45.47 X914J5 i ;1 X910.90 X907.46 11 ©...(„ .t'D-:..9 19 I ' 1 �` ?`'91 20 M _7j•3 II 916.03 X912.77 i. X911.79 i p _ 1µ X907,01 x901'BBD CENTERLINE OF X.,l\ t y i S.H. NO. 1%16.69 1 i x91L68 - X908..�1 ! ty+� "`-..... ,Q' P.O.B. OF \\\-X9i5.52 X912.40 ,J' X907.34 :PARCEL l 1 X91484.' x911.80 X9I0.90 Xs,4YB.28 I/ 1 7: /♦�.dD l J G i - X9I3.12X 912.71 x911.52 X91 908.007.27 X9p6.48 -k 1703 \\ X9124, 02�1 .38 1 j ,t �+y ' x sl6�i9 xsls.9a" X905.2 F I)� -•B' iii / 1�> �XB 27 f 30" R P yl X917.19 _ ! X914.561 1 X911.69X911.34 j Xf9Qf>.42 / X 916.97 X916.45 rf� '. _ X91 .28 X99>B'36.94 X907.68 ( .� °T'r` X9I5.28 'J�913.94 r t X901.37 1 X911.43 X90 .56 i /f Wb LeB__ I X914.81 t X912.64 JE912.03 X910.73 X907.D�v,,/ I� j Q ¢I y i t X93.g9 tt xr906.2 l X 90.30 z�1D'" :I C>✓ / // X9I3.30 k X909.32 i t - I].46 X915.67 \ € X910. / t"..90894 �:r' rl t'r \ jX918. !. l X912.6 X911.36 X909.68 'r X903.18 X902.29 - X903{ d+' ,".--�"P,ARCE /9 X915.89 i X917.11 X916.41 d X91422 / X903.41` M, } v X916:90 t S / X910.72 X902.87 g! L)/ sz?, v It f i xs0 aCbl, 906 . ^_x'IGKT t5F AY/ I y//,+ -PLAT NO 10,4�7 AS X915.38 j/ X913.70 X910 3. /f / r. r.IU�NUMfNTEO ..: r X915.31 j 91z:0z 1 x90 .al 4lDj D�' r ys(a.90 .-,. , e . x91a.74 x911.so rsls.o3 I x9N.0s :) v 35 X912. 3 f / �' \. a .��. ,Y49 X917.02 X914.5�X913.85 X9,, 312912.98 X90.36 X904.17. / �„" i� ,O9(, ,' .7PhPGFY ....... :.. I ♦, , m117,63 SOUTH LINE OF THE NORTH 660 OF THE \6 X917.06 1 f X911.54 "� VE k 7 X918 _ _ _ > ti / WEST HALF OF THE NW QUARTER SEC. 24 IWESZERLY R/W 0 LAKE SUS,AN DRIVE-„ �\\ �32• I 1 , S89°l9'43'E 430./-x9u.a1 xsosao%Ixv-aesss- F-- L i- xsla.4s 397.13 % i' r 0 .: T _xsls_I7 • 1 RE)AR X916.76 `l-:i----X91 L. Z._W_Q Q o ;;\ + _ _ __x914.79 /0 D, . PER GATEWAY N RTH /905.56 '' v o A _ ° 3 ,1` y \\ Ir X912. 9 _ _fG ✓- /\$� a% \:{ a, P / 1 119 I. ,)4191.1a xsls.ia /. i rx96s.5o r,r6\. .h r \ i X916.48 �- NORTH IN 9 900 i/ 2 I _ v t N L f�O FWEWAY NORTH rr - 2 . 0 X 1L.25 I' 916.65 rl:. X915.86 /% I IodbNTROLrP� M)VbE � D j//./ 918.13 ,•// j'O\ �`nIw-ms.ev_ __�-i ~ ;r X913.88 X913.11 / .0. W. PLAT N9. l/Qr-l7pd W `X 915.96 X914.43 ( j/ �X906.42. j a` v I •, I j i / X911 AV' \% \ 7a// , r r\ y f I. I-.,.,/I_p°� ♦r . x I�.I P RC 2 fxslL76v' ';` sos.ez �j9 b`J. tiY Gf.`'E�` x9 / ..@V(SW)- Q y 1 .3 .--6p8x9 .65 x915.2814.99 �' ✓ t G', �i ` g PG RG \ / G`'fi .. / P{ /. E \ VR)-9K.ie 7 x- 50 _ N V0 BUlLD1NGS a; i0PPp65 W l D. 2529JO010 n /, . , ✓r I 0 y / 1a.4a Q / / POO. a n LOkf AN _ ; r r \ f N �s a'- Vim._.._... KLINGELHUT� 9 02 '�"o6.sY ra' \ ,Ir✓' D\, 0G' // �OQ `� / �ZE� o cd, o o. - - - - - - - ' I )csla:32(y� ADDRESS: 760 LAKf S N71ij' xso6'ez / �'{R� U �P'1 g //APE"e� �2Cro. 7 6" 3 y_..._..,,, .O�.m� o c9� „r r �r �0 6 {✓'(F'3) �,(03 / ao�e° cW d .. -�} ii -- \ry - en X909. I R a h X913.20 X9J736.24' r X912.86 /{ GP / 'l ¢`APO /i ♦ ' 1 f r 91o.19z• s X912.9i 91 2 /// ff a3vST o ♦ i a. W90r9.73 908.34 j.97_T- V90 X -i0 I FfjQ'(w• o x9 W--"-1 pV, \9 .: W 909.9,/ QOf�Qo Vp R- b6. VA o / \�P x911.36 L \ ko °. ♦/O�`V //'' / GES5F�y i �G.�.21x- 00 i09.96 / Brg=N66°55'48„E- - 909.E ° _ -$9190 .xv Barm 1' 4 \•\�/ ;7 0 P Q 6 I s vmdi gg�59 90d8 / \ o.3N n \ � 9 Q i X91 .38 X910.68 / 3 .+' f /g T Dv OG �\ ° -T' "'eiiiy .. i _O..' X910.9z \V(R Q Maaeol iXs11. N. z Iz.42 R //60 Gp� 6'I tr O t0 910.BB'� 3� 9 �/91224 91 1.92 @M�PIYiL� REBA 78 �1. 4ggqq / / Ixv({xq-mB:fis ° y i of 2 s+N I .844 • tMt Yi,vYWk.WY4 µv ... '- ' S dlbi yr / r J� ] �Y ► / INv(xw)e9m a / / r SHEET 4{ _ .. , INV(Ei^9W6 EL I 4 r- E y 2,11 ecv L. a..� x 11r5 S45°0 a l�.lit i / - 0 INV -B%BB 1.� .. r o'o�B �gl on BEARING ROTATION DETAIL - NOT TO SCALE N. LINE OF NW 114 OF SEC. 24 S89 19 43 E (CARVER CO.) 1933E RTH P S89 ° n GA TEWA y O AND NOR PLATS) LEGEND Q MNDOT MONUMENT p SANITARY SEWER O SET CAP IRON MONUMENT 18425 -» »- STORM SEWER • FOUND IRON MONUMENT WATERMAIN SET NAIL/WASHER E UNDERGROUND ELECTRIC HYDRANT T UNDERGROUND TELEPHONE $ WATER VALVE *'''�'�_ `, ,. CONCRETE SURFACE. ID TELEPHONE BOX 0 BITUMINOUS. SURFACE (D SANITARY MANHOLE , SIGN ❑ CATCH BASIN DENOTES BOUNDARY OF TRACT B OF (PARCEL 67) QE)ELECTRIC MANHOLE PER DOC. NO. 306531. -'* LIGHT 0 TELEPHONE POLE 10 FLAGI POLE DENOTES ACCESS CONTROL OF TRACT B OF (PARCEL 67) ° HAND) HOLE PER DOC. NO. 306531. (0) DEED, DIMENSION pp p (M) MEASURED DIMENSION ACCESS CONTROL AS DEPICTED IN MNDOT R.O.W. PLAT N0. (R) PLATDIMENSION 0-7; DOC. NO. 399301 AND THE PLAT OF GATEWAY NORTH, 837 R/W BOUNDARY DOC. NO.. 451279. - CORNIER PER MNDOT PLAT �T 0 25 50 100 1 V SCALE IN FEET ■ E SHEET 2 OF 2 Tu -S89, 14 41 "W 31.87' W LINE of N W GUAR TER S0001'32"E 249.66' °` s" 2' WATERS EDGE_ DRIVE Ui N0001'32"W 155.96' w o N } It LTn o OUTLOT B Cl) 4' 0 M 1 E 3 0> M (M ...... _.. ........... l._....-............... .............DRAINAGE AND _... � ! CO 2' \00 0°01'3 93. (p „', UTILITY EASEMENT Z N C'9 9� 6` f 00 S0001'32"E 134.66' ;,. r 6�OW�� ris i. m r OUTLOT B u Co O O DRAINAGE AND (jT ^� QP O UTILITY, EASEMENT/ ��n ...J rz S0011'49"E 234.30 NN LEGEND: PROPERTY LINE LOT LINE --- R.O.W • FOUND IRON MONUMENT 0 30 60 120 SCALE IN FEET \�0 Gl CP O OA P (O •00 Py4� O�9 O �Pao (7 p i lO Q,P= C JD 9 �� v �3 OUTLOT A �00� o �yQ SO°00'07"E 131.89'�00 � s , y ?"0' �!y AP 6° h° OUTLOT B \ \ y`"w %060, WN em TA ?% OUTLOT E DRAINAGE AND UTILITY EASEMENT I I I I j � i i APPLE TREE LANE W. LINE OF N.W QUARTER -� S0001'33"E 362.73' r%6 4Q, SEC. 24 \ c' m n Now oAo BLOCK LO 5 4 3 2 1 OUTLOT D T T TTT OUTLOT C / DRAINAGE AND - UTILITY EASEMENT STATE HIGHWAY 101 OUTLOT F DRAINAGE AND UTILITY EASEMENT OUTLOTF DRAINAGE AND UTILITY IEASEMENT a99r99 A\9 30, 8r4 �6�T i` N _c6 T L ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAx www.alliant-inc.com a � a Im W O /A W a a Z � � Cr. cc a a a W a N CCz G Cz G a J J W Q LU M W cc U (L a I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under. the laws of the State of MINNESOTA MARK RALISCH, PE Date License No, QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL. PROJECT NO: 216-0199 4 SHEET 4 Of 29 WATERS EDGE DRIVE w I S0001'32"E 93.34' 00 r` o I' ri w 171.02' „ C9 r , ` S70.23'43"Eo5° �s OUTLOT E J, I i3\g '°O• DRAINAGE AND 18.00 r md" \•wWO •''2 6oik� 2471pj52 ., i I \1k4j� 0sTrB>OS, UTILITY EASEMENT\O� -SS.Op RN871657W A 0W 6"O 18.00, y\ A 0' \\ 00 �Op CID \,'4"I�QO' d 6>?ss. SQL x0 �p �050 Op. rn Nra 0 0 0 o_ w N 00 rn W Z S0001'33"E 362.73' SO'01'33"E 70.50' o o N N SO-(Qll 70.50' 0 0 o N o SO.0113311E 0 70.50' 0 o Om a N W N SO'01'33"E 70.50' o d o N N 54 Ro 3j AG> RO �p1 10� 1 y\1 SO'01'33"E 70.5 ,55 $� P �\' p,87'33'36,°O• 00 �5 h0 26, 'S O� ti� .° ,� 10' p N10'21'36"E 011 `7 O• p,'� O' 'pp• ems., N41'41'45"W_ �O. r'A• S43'56'38"E ��. Q �� iy 10.6 >>, 40.59' T i L=7.04' k1� ,? h0 .Op• ,� y 8. 2 �V�O ?o �`l,' A6, OF s0 ?k J� °• °" \ p °O. �9s 7s 2 k. �O OHO 00, t� V' 0 1Y �s01 k hd ® Z 0 20 40 80 SCALE IN FEET ,j T oll �.VXy� , � h9i ejh W M 1 Olt1s dw HI ��'Ea I APPLE TREE LANE I W. LINE OF N.W. QUARTER -� SEC. 24 SO'�01'333"EE 360.83' _ + r-� C� �0, u.OT 159.80' I \ d .i29• \ SO'01'33"E 124.00' s�03O`9A 1 OUTLOT FCp . DRAINAGE AND rn� UTILITY EASEMENT N 72.50 °83E- W i - - ' 0202 - Z ¢ '33"SO °Ot'33 N1OZ NO'O1W7261' . 00 o _ N ` L=26.70' R 17.00' I o_ _ 0=90'00'00„ C49039. N N10'2)'071W 7250 0 o, OUTLOT D SO01 33"E L 4a >sA�" o -v� 18.33' 'B>• p' 66' o 0 L=20.83' R 115.00' d� c' d" 18.6T-� nod- >y, ,p 6':'Op• o N 4=10'22'45°. � g0'\\`�iS o N N10'21'07"W 03 o v N89'58'27°510'21,0N 0o o. W^ bN L `D SO'01'33"E 3.1T 0' 3 0a 7o E7.50' N10�21 I in Qcr) o N �N 7250 N 1 r7 p Al 6 0 N _ o. a' O N 7 70.50 0. o n 1'07"W 72 50' 3 M N 0102 4n tP I O O N N W O• .. 0 I`,_S48-18'15°W o 0. r Vn-"'E N 'w 9 18.6T T N O S10'2 ) 0 "0 6� L w 70.50' o, v c W 72.50, N N N10'2107 in I- T A 60 s6, ,n .o 1107"W 72.50 Q o - N CV 0 o O �, M N o W c 0 N_ N N rn � N n Q ro o00 n n ro w in 0z z _ 26.00' 24.00' 24.00' 24.00' 26.00' 0 0 0 BOCK LO 3 5 3 4 3 N N 0 N C)N N Co nm N n CV m Co m m U rn n rn co n N ro N 26.00' 1 24.00' 24,00' 1 24.00' 1 26.00' o p 3'•• "� 70.50 `o co v N10 2 a1R^N� �01� 'yNo� 2sr8v0 F,s Z 510'21 07 E '0w o L. p. O N Cln O N C 16 ,W 72.50 N N <�26.7d R=17.Od 4�90•00'Od ' n o 0 N O IJ I�o �D OG A O A x 00 °0 70.50 -< N10 `o `� •�, ,eS ?SO O S10'21'07"E �8 j- ti S10'21'07"E 72.50 •cooN Z N N10•21,07"W 7250 0 -00c6 - iE o• _0 41. N 3 o N 50' -o00 0 L�oS11�k 510'21'07'E 72'N10"21'07 W O Co `o `SO O �5 -o N 21'07"E Ito N N 7250''� S10 50 _o w 0 OW00 50 N N 72. \ "n -�o� N N10'21' W ti 0 N ^10 o N N =r 72.50' a o .0o N 72.50' � a10"2107W r) N 0SAG Z K d N -- 510.21,p7^E 72.50 -� I Ia N N10•21'07„W 72.50' o i m o ll'I N °o \, --N'12'58"W 18.67' �\ m °� 72.50' s U i i 510.21'07' `n !ull vn a' N 7 N Q)� 0 w 31 to 06 T A 105 rn -o �\S22'31'18"E_ Q, N2 O 011 C 229p2� z 18.6T �2g yo Q 9 DRAINAGE AND No 50 o. l c'c, Ago UTILITY EASEMENT '0p2'E 1Q. o. \y°o. 9 Qoo� ��.�s`fl 0. S22 0`. NA s -P 6', > C52229 50 o \ 1. Q Atio6 °o. 1 h �, O Q 'lo' '� '0 o. o. u � V3 sn, °° s Qe 00.. t 0 v 0 g0 N� 1 6'p O ° O LEGEND: PROPERTY LINE LOT LINE --- R.O.W • FOUND IRON MONUMENT PARCEL AREA TABLE PARCEL AREA SF AREA AC B1-1-1 1,885 0.04 B1-1-2 1,740 0.04 B1-L3 1,740 0.04 B1-1-4 1,740 0.04 B1-1-5 1,740 0.04 B1-1-6 1,885 0.04 B^-L'I B2-L2 1,885 1,740 0.04 0.04 B2-1-3 1,740 0.04 B2-1-4 1,740 0.04 B2--5 1,740 0.04 B2-1-6 1,885 0.04 B3-1-1 1,885 0.04 83-L2 1,740 0.04 B3-L3 1,740 0.04 B3-1-4 1,740 0.04 B3-1-5 1,885 0.04 B4-1-1 1,833 0.04 B4-1-2 '1,692 0.04 B4-1-3 1,692 0.04 B4-1-4 1,833 0.04 B5-1-1 1,885 0.04 B5-1-2 1,740 0.04 B5-1-3 1,740 0.04 B5-1-4 1,740 0.04 B5-1-5 1,885 0.04 B6-1-1 "1,833 0.04 B6-1-2 1,692 0.04 B6-1-3 1,692 0.04 B6-1-4 1,833 0.04 B7-1-1 1,885 0.04 B7-L2 1,740 0.04 B7-1-3 1,740 0.04 B7-1-4 1,740 0.04 B7-1-5 1,740 0.04 B7-1-6 1,885 0.04 PARCEL AREA TABLE PARCEL AREA SF AREA AC B8-1-1 1,885 0.04 B8-1-2 1,740 0.04 B8-1-3 1,740 0.04 B8-L4 1,740 0.04 B8-1-5 1,740 0.04 B8-1-6 1,885 0.04 B9-L1 1,885 0.04 B9-L2 1,740 0.04 B9-1-3 1,740 0.04 B9-1-4 1,740 0.04 B9-1-5 1,885 0.04 B10-1-1 1,885 0.04 B10-1-2 1,740 0.04 B10-L3 1,740 0.04 B10-1-4 1,740 0.04 B10-1-5 1,885 0.04 B11-1-1 1,833 0.04 B11-1-2 1,692 0.04 B11-1-3 1,692 0.04 B11-1-4 1,833 0.04 B12-L1 1,833 0.04 B12-1-2 1,692 0.04 B12-1-3 1,692 0.04 B12-1-4 1,833 0.04 814-L1 1,833 0.04 B14-1-2 1,692 0.04 B14-1-3 1,692 0.04 B14-1-4 1,833 0.04 OUTLOTA 25,197 0.58 OUTLOT B 16,043 0.37 OUTLOT C 64,245 1.47 OUTLOT D 21,359 0.49 OUTLOT E 32,477 0.75 OUTLOT F 46,203 1.06 ROW 34,611 0.79 TOTAL 354,265 8.13 ws ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAx www.alliant-inc.com J U L� as a Cr C m O Z C O w a a Z Y � It � a a a Z z z a LLI N W a W � �Wc c ` 5 a a I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 5-19-171 CITY SUBMITTAL PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 216-0199 5 SHEET 5 of 29 -- I 0 20 40 80 S0011'49"E 234.30' WATERS EDGE DRIVE t }- w c� co N ..........f...........................................................OUTLOT. B.......................................... rn(D- S0001'32"E 93.34' DRAINAGE AND c) „W UTILITY EASEMENT Z 00. LO cej r� - 926 N14 3 0) n� S75.26'57"W 7.33' -, 26,9° . 't ,,00 , rr r 1 N14-3303°W 1867„-;, - -7Z gO' r _o cr a 31 S70.23'43E _" h0 RASR, L=3.14' N N p bQ r "r�9� 18.00, 10. u's, �o-R=2.00' "o 0 �. �u s�. S u• A, ,iyS N =°242 A90'00'00" o-72- 7,p2psy 03Wo 330N8T16'5TW-- R=85.0 0 O 'O OUTLOT B ° N 4• Q 18.00' o ,•, 1I 111 ?��N��5� Q 5 ti� L uA 7L) o N d o -72 y0' o p CO M N^ DRAINAGE AND h 2 O rri 3"W = p 1 O R' 'S C�' ,o d' 3 'O oo ! d 6' A UTILITY EASEMENT; ph 00 S�•. O• `L V � N N14'3 0. a- � � � ��. N W Nam. Md' \4j41-0 -" 00 �O. SAQ. 250 (LSO 1 `_N14°33'03"Vy `� o W 1- 0% S1 \ 9 51 \I- 53° QoRe ?`S6• `r 2R 1 rL` S S 0 N p3„ O .o 0 °f tP \\ 01 O R g2 6 R8. O 11g. 0 8.99' La N N14'3 �S O. 3, R„ O Ft ?6 1r' 0' 1n t \\ tS 1\ u, s°• ko 0o yd �22 R,7� .�° a �' 2.5 N s o tip, 54' R_ s•. !L �Q 00 s, '3uz `l, , p0 �C�1 �•y0 e b-900 0o . rn o W �2 y0 N�56 87°33' 3jOp. �O° °O O- a o W 5 p 4 1 2� o N a 33' 03 0 \\ S O� L1 6" SQ �`;3Q 2S0 ,Lap ��6 iNy-50 g`L 1 �\ • °O' R, AZ IQ) `' D S14'33'03"E_� �. N N N ! V ^� 0' G N64'12'28"E SRJ �2 00 10.66' d. oo. W �250 4 op \\ern 0 5 q, rL<O .°° _ sr.. .S k. 1A' �� \ 33,p3�. O 88 `z. S43'56'38"E '1 10.64' �� /yam O• 0, 0� �� 00 FRS 3 N N\4 r.v ',. >>, 40.59' N25'47'32"W ?S O IT `V u� N _L 7.04 tx� 00 \� 24.00' °' 0� -O \,�-1 01 O '� Af`. N '0 50' i A=1'36'50" �k� �'L. 2RS. 9°F 9 ti 144 �k O� 00' oo Lko AQSA �2s N N\433ps, 12 \ k�F o cAO SS 5 �p O F , o. s �� g °. v s OG QS v �. �. F �° � Coo GF. Oh s\ �O uQ° �� 4�� sue' h1 �' " h� 2 Q8 7� 9 <' R, 5.78' \�P t ro v SR. ? o R\ NO'41'24"E 82.90' �h a \\ 24.00' P 5 h� S <'i SO. 00 a\ '�' 9 `?s /' `'R 1 O O- JT O Q- O '� R•. S' 00' Xi C �e�'y� k ,� tS 6� 709'17'53" po 00 AF. F tiO' sR 4 6 33" ' O' S y. Syz. ,� 9» SOO' 0k °O� OO �O 2Q �o ?s° �x• 0� 1 s°, o° OUTLOT A h �\ \ ti �� g ho °o 2� C N o O� k00 �aQS F �I, L� 61.27' 1 70.62' GjD �� \ aB,S O°. �� L' ate. ti AIR rfj oa o SO°00'07"E 131.89' (� p��j 'S° �� o N I, 00 BRA. F>V� VR� � .00 �b,�h \ C 0 c. �o ,L0 SRC v �i F� y� O� 8 N�F. o. A� Lk° tie '9A oo. sr� o u a 6' NY s25 n� oo S° N64'12'28"E 28.71' o�� 5 c OUTLOT B \ \ l - ---ice S89°41'41"W 31.87' � w ro j' S0001'32"E 249.66' N0001'32"W 155.96' a r o ILL In o co C ° 00 SO°01' 32"E 134.66' r 00 00 '-I:' r aq p I p� gms +E"s' 'ixr r04 a W. LINE OF N. W QUARTER OF SEC. 24 LEGEND: PROPERTY LINE LOT LINE - - - R.O.W • FOUND IRON MONUMENT PARCEL AREA TABLE PARCEL AREA SF AREA AC B1-L1 1,885 0.04 131-1-2 1,740 0.04 61-1-3 1,740 0.04 131-1-4 1,740 0.04 B1-1-5 1,740 0.04 B1-L6 1,885 0.04 132-1-1 1,885 0.04 B2-L2 1,740 0.04 B2-L3 1,740 0.04 B2-1-4 1,740 0.04 B2--5 11,740 0.04 B2-1-6 1,885 0.04 B3-L1 1,885 0.04 133-1-2 11,740 0.04 63-1-3 1,740 0.04 133-1-4 1,740 0.04 B3-L5 1,740 0.04 133-1-6 1,885 0.04 OUTLOT A 19,278 0.44 OUTLOT B 71,638 1.64 TnTAI tom'; •Inr na ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAx www.alliant-inc.com J LU V a LrLa cc m 0 Z Cn O J LLI Z a a Oct z Z Z a W N C G N N - - Z a LU X W C a a I hereby certify that this plan, specification, or report was - prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 216-0199 SCALE IN FEET SHEET 6 of 29 SOUTH PARCEL (PHASE 2)- . OUTL9T.6 . O A- I rn cyl INF. BASIN y< . T QUTL�T B I � LO 2� v do/� a-I� w OUTLOT B LEGEND: — — — — — — — -- EASEMENT LINE — — BUILDING SETBACK PROPERTY LINE LOT LINE ROW OUTLOT E a 00 ,p , r 1 hp I SURMIOU TABLE/6512 SURMOUNTAB E/B612 CURB( &GUTTER CONCRETE yt cu:6 & GUTTER SIDEWALK ROAD 2% MIN. (TURF) BITUMINOUS 2% MIN. (TURF) DRIVEWA PAVEMENT IVEWAW CURD STOP 2% MIN % MIN. CURB STOP 10% MAX. 3% 3% 1ox MAx. (INSET A) , •••• 15 TWE SP 95 WEARING ' -- GAS GAS ELEC WATER LINE ELEC PHONE PHONE COURSE MIX (SPWEA2308) 4" CONCRETE TACK COAT Z CAN 10,. TYP CAN 4' AGGREGATE BASE CLASS 5 COURSE MIX 12.5 NON WEARING SAN SEWER LINE 8.5" AGGREGATE BASE CLASS 5 12' SELECT GRANULAR BORROW SERVICES 0 30 60 120 TYPICAL ROAD SECTION (24' B-B) PAVEMENT SECTIONS NOT TO SCALE NOT TO SCALE SCALE IN FEET NOTE: ROAD D — NO CROWN, 3% TIPPED FROM NORTH CURB TO SOUTH CURB GENERAL SITE DATA: NORTH PARCEL: PID = 252930010, 250242420 EXISTING ZONING = RSF—SINGLE FAMILY RESIDENTIAL PUDR—PLANNED UNIT DEVELOPMENT/RESIDENTIAL DISTRICT PROPOSED ZONING = PUDR 2030 LAND USE = RESIDENTIAL LOW DENSITY RESIDENTIAL MEDIUM DENSITY MIXED PROPOSED LAND USE = NO CHANGE GROSS AREA 8.133 AC PROPOSED WATERS EDGE DRIVE R/W DEDICATION 0.795 AC NET AREA 7.338 AC NET AREA WITHIN SHORELAND DISTRICT 4.111 AC PREVIOUS AREA WITHIN SHORELAND DISTRICT 90,328 SF (50.44%) PRIMARY STRUCTURE SETBACKS: WATERS EDGE DRIVE = 25' LAKE SUSAN DRIVE = 25' TH 101 = 40' PRIVATE ROAD = 24' BACK —BACK DRIVEWAY = 22' MIN. (22'-26' RANGE) SOUTH PARCEL: PID = 252930030, 252930040 EXISTING ZONING = PUDR—PLANNED UNIT DEVELOPMENT/RESIDENTIAL DISTRICT PROPOSED ZONING = PUDR 2030 LAND USE = MIXED PROPOSED LAND USE = NO CHANGE GROSS AREA 2.433 AC PROPOSED R/W VACATION AREA 0.394 AC GROSS/NET AREA 2.827 AC (INC R/W) PRIMARY STRUCTURE SETBACKS: NORTH PLAT LIMITS = 25' SOUTH PLAT LIMITS = 25' LAKE SUSAN DRIVE = 25' TH 212 = 40' 1 ;' PRIVATE ROAD = 24' BACK —BACK `QR 4 i q YA d H DRIVEWAY = 22' MIN. (22°-26' RANGE) IE let eg t%{�'x�4a �g II T J i1 s1'I ,7� "VI I v dtRTttU'ttr` ,F' Is �� x N Y E}— O M ca u " 1 Ix a 67 Sx 3 , x� o s OUTLOT IP 1t 1 POND 131 OCK 0 4 3 2 1 OUTLOT F I a 1000' SHORED DISTRICT BOUNDARY STATE HIGHWAY 10§it d SITE PLAN NOTES: SITE PLAN REVIEW TABULATIONS: FULL PROJECT (NORTH AND SOUTH PARCEL COMBINED) TOTAL AREA WITH R/W VACATION = 10.960 AC (477,418 SF) GROSS FLOOR AREA OF EACH BUILDING = N/A • SITE COVERED BY BUILDING = NIA • OF SITE COVERED BY IMPERVIOUS SURFACE = 43.7% % SITE COVERED BY PARKING AREA = N/A PROJECTED # OF EMPLOYEES = N/A # OF SEATS IF RESTAURANT OR ASSEMBLY PLACE = N/A # PARKING STALLS REQUIRED = 1 VISITOR STALL/4 UNITS = 21 STALLS 2 STALLS/UNIT (1 GARAGE) = 164 (82 GARAGE) # OF PARKING STALLS PROVIDED = 164 GARAGE (2/UNIT) 181 VISITOR (164 DRIVEWAY, 17 OFF—STREET) HEIGHT OF BUILDING/STRUCTURES AND # OF STORIES = 35' MAX HEIGHT/2 STORIES T un A o W DO N N t. N 0 I 033 � m a ,I I 1. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES, SUCH AS EXISTING GUTTER (GRADES AT THE PROPOSED DRIVEWAYS, PRIOR TO THE START OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OF VARIATIONS FROM THE PLANS. 2. ALL DIMENSIONS ARE TO FACE OF BUILDING AND/OR BACK OF CURB, BUILDING DIMENSIONS REFER TO OUTSIDE OF BUILDING FACE (TYP) UNLESS OTHERWISE NOTED. 3. REFER TO ARCHITECTURAL DRAWINGS FOR CONCRETE STOOPS ADJACENT TO PROPOSED BUILDING. 4. CONTINUOUS CONCRETE CURB & GUTTER WHICH CHANGES TYPE SHALL HAVE A MIN. FIVE FOOT TRANSITION ON PRIVATE ROADS. 5. ALL CONCRETE CURB AND GUTTER ADJACENT TO CONCRETE WALK BE SEPARATED BY A 1/2 INCH EXPANSION JOINT. 6. PAVEMENT STRIPING .SHALL BE 4 INCH WHITE. 7. ALL WORK WITHIN THE R.O.W. STALL COMPLY WITH THE CITY ENGINEERING DESIGN STANDARDS. 8. "NO PARKING FIRE LANE" SIGNS MUST COMPLY WITH CITY ORDINANCE, THERE IS NO PARALLEL PARKING ALLOWED ON PRIVATE ROADS. 9. ALL CURB AND GUTTER TO BE CONCRETE 8612, SURMOUNTABLE, OR B618 TYPE AS NOTED, PER CITY STANDARDS. 10. STEPS WITH MORE THAN 1 RISER, WILL REQUIRE 3' HANDRAIL. 11. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES, SUCH AS EXISTING GUTTER GRADES AT THE PROPOSED DRIVEWAYS, PRIOR TO THE START OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OF VARIATIONS FROM THE PLANS. 12. STEPS IN FORMED/CAST—IN—PLACE SIDEWALK SHALL HAVE 8" RISER. ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com Lra Cr_ G rn cn 1 a � aF- 0 LLJ a. Z_ O Cr a a Z w N a J a LLI W a � H 5 a cn I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 5-19-17 1 CITY SUBMITTAL PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 216-0199 7 SHEET 7 of 23 EXISTING BITUMINOUS TRAIL B612 \ I 1000 SHORELAND C&G OUTLOT F DISTRICT BOUNDARY ( \ U PED RAMP 4 \ x 1{ l ,a S TA TE HIGH �10 y {a�{ ik 11 s 0 20 40 80 SCALE IN FEET ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com J Q � V m OC D Q N a a ~ _ a Ir Z O Z Z : Q .. a z Z (L w V) _ g N — a w w H a a cn 1 hereby certify that this plan; specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 5-19-17 CITY SUBMITTAL PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 216-0199 8 SHEET 8 of 23 SOUTH PARCEL (PHASE 2) z 0 20 40 80 SCALE IN FEET "PROPOSED R/W VACTION ro 'J 441 11 "VO oO' 22 V OUTLOT E 11 62 no 5' TRAIL/WALK (TYP) WATERS EDGE DRIVE PROPOSED R/W VAC TION ----- - - --0 LITWT 13-- IATCH Q EXIST MATCH EXIST 0 L+2 0— — 2' WIDE CONCRETE SPILLWAY MATCH MONL (SEE , OF N 00 1-0 I . ...... ... X/ MATCH EXIST 2\ o FULL DEPTH SAWCUT\ <) REMOVE EXISTING PAVEMENT CONSTRUCT B612 C&G t 10 V" \ LEGEND: NORTH PARCEL (PHASE 1) EASEMENT LINE BUILDING SETBACK PROPERTY LINE LOT LINE ROW ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAx www.alliant-inc.com .j LLI D in a. C) V) LLJ a. z >- 0 z cc in cc z z a. LLJ V) < -17 j a. z Uj LLI LLI a CC F- a. U') I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 216-0199 9 SHEET 9 of 23 r i ( , / L , / � I r -- - APPLE TREE LE TR LANE r vim- - v �,�,- CO OF SEC. 2A - W. LINE OF . u �. . ".-WATE_RS EDGE DRIVE f o , "" wd �� f ' ,•..^ O -'... t Ile, O 3 3 O i _ ' ,.,_. , , tit" i r . y i OUTLOT E I l r'I':> 1_5 It Am p �/{ i� 13 VC� D4 :3 w�> a " ° O TLOT F ° �^f00=YR WL 904.97 t..`t' r o � 1; , ! 5.` t' ,.,, �'u'�i. ,'912 m � Lz Z WF+E2 1 0' INF. @, ry c --OTs,..'..a t ,.�,�'P� ... -- CIA' GFE 18.5i ;... )U I T } ! 9 OA, " , ! 1_ , 1 7 ii rota`+ e F,y ". to � :!ll"'914 - iVOm N � - 1il; � , �, ' fP 7 s , 7� i:. tmnz �/ a �� - ... � �,y. t. q t 1 G �+`�. �• � �, O. "r ''" � ,moo\ ./ %.,_„ � - yr' :'ri fT1 � .a � � � � ' � .I d` 4- ,.., '`��, ., l.. i, n s, 't , '4. 0a, �\ , �°.. 00 :�� `,.; �. .' .,y ,. \�\\ l,`.�.. ; r��: � •d .i` �: 'S `t, � � 'i Ul a f14, m G 1 \+•lb 00 OUTLO1f i a '17 � 9 ..., ,` / '�,., t S �• � .8 I',i Itt G Z , _.. , .s a t. +, • .�, i;/ � f „ ,: i.. •dig. C � °° °'o �, \x ,;�� e,' ��W �"t k 6` i .i 1 , ,. \ ,. ems, , ,; '..,,,._ „,t. ✓i p 1 �:, m , t t o , ., � „� ,; r, - °:� ', r ., •. .,' ' � � �iqw- � O� ? - � I �., A r•.-.. , t �6 _ y!,. ", 1 i t ', , 0 90p 8 4` °' <;; e s , ��\ y '_ g0 'rr' ram. 1, `;� t '. OUTLOT B ,, , _ , , .W � ... ,�..mt .� y^; �,�� ,cP� -e '9 };-.S l 4 N ® 1 t t �. .., b. 9�N _ un ,c Es 10 t A � B o v \� r _ r l 92 t i lv s t t , V. ,J CP r „ 910it , .... i c p g I/ 1 C.. .._ ...._ _ r' a �. v 914 ' UTLOT F __-.. 16 9 9 b Iti m, ,. ' S TA TE HIGH WA Y 101 a ` 4 GRADING LEGEND: GRADING NOTES: INFILTRATION BASIN NOTES: - --- ---- PROPOSED LOT LINE - RETAINING WALL ift2,NOT GRADING PAD, SEE DETAIL REAR 62 DEPICTED IN PLAN VIEW 0 PROPOSED CATCH BASINS 31 4 PROPOSED BUILDING FOOTPRINT PROPOSED STORM SEWER GFE 14. REAR PAD ELEVATION (1. 4) GARAGE FLOOR ELEVATION (AT DOOR) PROPOSED EASEMENT - SPECIFIED UNITS PER GFE (SPLIT UNITS) ADDITIONAL GARAGE STEPS PROPERTY LINE DRIVEWAY SLOPE SETBACK LINE LOT LINE EXISTING CONTOUR 912 PROPOSED CONTOUR - - RIGHT-OF-WAY Mk - - - - - - - TREE PROTECTION LIMITS x12.44 +91� PROPOSED SPOT ELEVATION EXISTING VEGETATION LIMITS TW 15.0 TOP OF WALL ELEVATION TREE TO REMAIN (PROTECT) Q1524 BW 11.0 BOTTOM OF WALL ELEVATION _2.00% DIRECTION OF DRAINAGE E* EMERGENCY OVERFLOW ROUTING Z 0 30 60 120 SCALE IN FEET n , p jhl nS I S.0 "ot p Iii O' T l 1d1,9I L 1. ALL FINISHED GRADES SHALL SLOPE AWAY FROM PROPOSED BUILDINGS AT MINIMUM GRADE OF 2.0%. ALL SWALES SHALL HAVE A MINIMUM SLOPE OF 2.00%. 2. THE CONTRACTOR SHALL KEEP THE ADJACENT ROADWAYS FREE OF DEBRIS AND PREVENT THE OFF -SITE TRACKING OF SOIL IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY AND WATERSHED. 3. NOTIFY GOPHER STATE ONE CALL, AT (800)252-1166, 48 HOURS PRIOR TO START OF CONSTRUCTION. 4. ALL IMPROVEMENTS TO CONFORM WITH CITY OF CHANHASSEN CONSTRUCTION STANDARDS SPECIFICATION, LATEST EDITION. 5. ROCK CONSTRUCTION ENTRANCES SHALL BE PROVIDED AT ALL CONSTRUCTION ACCESS POINTS. 6. REFER TO GEOTECHNICAL REPORT AND PROJECT MANUAL, FOR SOIL CORRECTION REQUIREMENTS AND TESTING REQUIREMENTS. 7. STRIP TOPSOIL PRIOR TO ANY CONSTRUCTION. REUSE STOCKPILE ON SITE. STOCKPILE PERIMETERS MUST BE PROTECTED WITH SILT FENCE. 8. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES. 9. IMMEDIATELY FOLLOWING GRADING OF (3:1 OR GREATER) SIDE SLOPES AND DRAINAGE SWALES, WOOD FIBER BLANKET OR OTHER APPROVED SOIL STABILIZING METHOD (APPROVED BY ENGINEER) SHALL BE APPLIED OVER APPROVED SEED MIXTURE AND A MINIMUM OF 4" TOPSOIL. 10. THE GENERAL CONTRACTOR MUST DISCUSS DEWATERING PLANS WITH ALL SUBCONTRACTORS TO VERIFY NPDES REQUIREMENTS. IF DEWATERING IS REQUIRED DURING CONSTRUCTION, CONTRACTOR SHOULD CONSULT WITH EROSION CONTROL INSPECTOR AND ENGINEER TO DETERMINE APPROPRIATE METHOD. 11. REFER TO STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR ALL EROSION AND SEDIMENT CONTROL DEVICE LOCATION, DESCRIPTIONS, NOTES AND DETAILS INCLUDING CONCRETE WASHOUT STATION INSTRUCTIONS. 12. BUILDING PERMITS ARE REQUIRED FOR ALL RETAINING WALLS 4. FEET IN HEIGHT OR GREATER AND THE WALLS SHALL BE DESIGNED BY A STRUCTURAL ENGINEER WITH DESIGN REVIEWED AND APPROVED BY THE CITY PRIOR TO INSTALLATION. 13. A 3 FOOT SAFETY RAILING IS REQUIRED ATOP ALL WALLS 30" TALL OR GREATER. 1. INFILTRATION BASIN AREA NEEDS TO BE OVER EXCAVATED TO LEVEL OF EXISTING GRANULAR SOILS AND FINISHED GRADED WITH DESIGN SOIL MIX, SEE DETAIL ON SHEET 11. 2. ALL TEMPORARY EROSION CONTROL DEVICES MUST BE INSTALLED PRIOR TO INSTALLATION/CONSTRUCTION OF INFILTRATION BASIN. 3. ALL STORMWATER RUNOFF SHALL BE DIVERTED AWAY FROM INFILTRATION AREA TO TEMPORARY SEDIMENT POND UNTIL BASIN IS COMPLETELY GRADED AND PLANTED. 4. CONSTRUCTION OF BASIN SHALL BE SUSPENDED DURING PERIODS OF RAINFALL OR SNOWMELT. CONSTRUCTION SHALL REMAIN SUSPENDED IF PONDED WATER IS PRESENT OR IF RESIDUAL SOIL MOISTURE CONTRIBUTES SIGNIFICANTLY TO THE POTENTIAL FOR COMPACTION. 5. COMPACTION AND SMEARING OF THE SOILS BENEATH THE FLOOR AND SIDE SLOPES OF THE INFILTRATION BASIN AREA, SHALL BE MINIMIZED. DURING SITE DEVELOPMENT, THE AREA DEDICATED TO THE INFILTRATION BASIN SHALL BE CORDONED OFF TO PREVENT ACCESS BY HEAVY EQUIPMENT. ACCEPTABLE EQUIPMENT FOR CONSTRUCTING THE BASIN INCLUDES EXCAVATION HOES, LIGHT EQUIPMENT WITH TURF TYPE TIRES, MARSH EQUIPMENT OR WIDE TRACK LOADERS. 6. IF COMPACTION OCCURS AT THE BASE OF THE BASIN, THE SOIL SHALL BE REFRACTURED TO A DEPTH AT LEAST 36". IF SMEARING OCCURS, THE SMEARED AREAS OF THE INTERFACE SHALL BE CORRECTED BY RAKING OR ROTO-TILLING. 7. CONTRACTOR TO DIG TEST PITS DURING TIME OF CONSTRUCTION TO EVALUATE ANY POSSIBLE NEEDS FOR SOIL CORRECTIONS. ENGINEER TO REVIEW TEST PITS TO DETERMINE THE NEED FOR AN UNDERDRAIN FOR EITHER TEMPORARY TURF ESTABLISHMENT, OR TO RELIEVE SEASONALLY HIGH WATER CONDITIONS. 8. CONTRACTOR MAY CHOOSE TO LEAVE BASIN BOTTOM ELEVATION HIGH 1'-2' DURING MASS GRADING AND COMPLETE GRADING AFTER UPSTREAM AREA IS STABILIZED. PAD WIDTHS = 4 UNIT = 96' 5 UNIT = 120' 6 UNIT = 144' A= GROSS H.D. 1.5' B= TOPSOIL RESPREAD 0.5, C= NET H.D. 1.0' D= PAD DEPTH 4 UNIT = 64' 5 UNIT = 64' 6 UNIT = 64' E= GARAGE SETBACK 22' MIN FROM BACK OF CURB F= OVERSIZING 5' - ALL SIDES G= OVERSIZING SETBACK 17' MIN. FROM BACK. OF CURB SLAB ON GRADE TO DRAIN TO _ NOT To SCALE EXTENT POSSIBLE ALL NUMBERS IN FEET HOLD DOWN DETAILS ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com Q w 0 Z _ a LU V+ Z o .ILLI o `L Z Z Z Z a N Z a _� J N Q w a w 3 a I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am aduly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCHI PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM. DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 216-0199 10 SHEET 10 of 29 APPLE TREE LANE W. LINE OF ^.!. W. QUARTER --� S'I'_ C. 24 11-5)CK B I U L 0 2 1 FE 917.8 (3- GFE 18.5 - (+1S P) (1 _ 2 GRADING LEGEND: F_;-- ,--, -- PROPOSED LOT LINE e GRADING PAD, SEE DETAIL z BLO K 1 (NOT DEPICTED IN PLAN VIEW 2 3 4 PROPOSED BUILDING FOOTPRINT crE 14. REAR PAD ELEVATION (1- 4) GARAGE FLOOR ELEVATION (AT DOOR) — — SPECIFIED UNITS PER GFE (SPLIT UNITS) ADDITIONAL GARAGE STEPS DRIVEWAY SLOPE EXISTING CONTOUR 912 PROPOSED CONTOUR d� x12.44 +91" PROPOSED SPOT ELEVATION TW, 15.0 TOP OF WALL ELEVATION BW 11.0 BOTTOM OF WALL ELEVATION �2.00% DIRECTION OF DRAINAGE EMERGENCY OVERFLOW ROUTING RETAINING WALL ■ • PROPOSED CATCH BASINS > > - PROPOSED STORM SEWER — — — — — — PROPOSED EASEMENT PROPERTY LINE SETBACK LINE LOT LINE — — — RIGHT—OF—WAY — — — — — — — TREE PROTECTION LIMITS .rvv —y' v EXISTING VEGETATION LIMITS Q1524 TREE TO REMAIN (PROTECT) A ws ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com a W i I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 216-0199 SHEET 11 11 of 29 011 C Q� + )65.!�otxx 5- A- -- 9 05.50EXX 7. 90411, 9065;0MEXX: R RE Z GUT n. 902-' BOTT01 900.0 100--YR FWL 904.97 P, INF. BASIN Illy y QILITIL)OT + "1 00 OTC -LP N N21 05 (xo 4C) TC A x N, 9 7.20 90 6TC, L (IC iA " C 11 C. x N' '15 co "A V NO 9 .2 UB.�50TC"' Z 00 OUTLQT B _Qlli� z 0 20 40 80 SCALE IN FEET 'J 6, 4 K, % REPLACED INFILTRATION MEDIA/FILL - MAY BE MATERIAL EXCAVATED FROM ONSITE IF GRANULAR FOR ELEVATIONS 897.0-900.0. FINAL 12" SHALL BE AN INFILTRATION MEDIA INCLUDING 50% SAND AND 50% COMPOST 0+00 70,,407-6 0 70 0 4, \N V MATCH ill X, Ir 6 N '909. T / 4tq 99 /C C, - C/y Al 9, X 916 57EX P ------ ------ ----------- - 9) (Z 1'8L061EX ti A 1+00 SECTON A -A 2+00 1/2"-2" ROCK :2 SLOPE INFILTRATION WATER //—BASIN BOTTOM ROCK WEEPER PROFILE VIEW GEOTEXTILE FABRIC LINER TYPE IV ALONG NOTES: BOTTOM OF RIPRAP 1. SEE MNDOT SPECS 2573, 3601, 3733 & 3889 2. CLASS I -IV RIPRAP �SPEC. 3601) WITH GEOTEXTILE FABRIC LINER, TYPE IV (SPEC 3733 ROCK WEEPER (NTS): GRADING LEGEND: PROPOSED LOT LINE GRADING PAD, SEE DETAIL REAR BLO .2 _K 1 (NOT DEPICTED IN PLAN VIEW 2 3 4 PROPOSED BUILDING FOOTPRINT GFE 114.5- REAR PAD ELEVATION (1 4) GARAGE FLOOR ELEVATION (AT DOOR) F_ SPECIFIED UNITS PER GFE (SPLIT UNITS) ADDITIONAL GARAGE STEPS DRIVEWAY SLOPE EXISTING CONTOUR _912— PROPOSED CONTOUR kk x1 2.44 *9N" PROPOSED SPOT ELEVATION TW 15.0 TOP OF WALL ELEVATION BW 11-0 BOTTOM OF WALL ELEVATION 2.00% DIRECTION OF DRAINAGE E* EMERGENCY OVERFLOW ROUTING RETAINING WALL ■ PROPOSED CATCH BASINS >— >— PROPOSED STORM SEWER — — — — — — — PROPOSED EASEMENT PROPERTY LINE SETBACK LINE LOT LINE RIGHT-OF-WAY — — — — — — — TREE PROTECTION LIMITS .(_YY_,�� EXISTING VEGETATION LIMITS @1524 TREE TO REMAIN (PROTECT) PERMANENT TURF B CONTROL TRM FLOW' DIRECTION (LANDLOK 450 ORAPPROVED EQUAL) VARIES' INFILTRATION OUTLET BASIN CHANNEL WETLAND L I SECTION A —A FLOW DIRECTION A SEE GRADING PLAN B SECTION B—B PLAN VIEW INFILTRATION BASIN. EMERGENCY OUTLET SECTION (NTS) ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAx www.alliant-inc.com L)LLI M 14 CL 3: D 0 U) %.WO z a. LLI D Cn z 0 0 [L LLI z z < cc Z Z a. LjJ V) F_ < (r) a: z W W < I= (6) IL LJ I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 216-0199 12 SHEET 12 of 29 WEST PARK DRIVE j HIGH PT STA; 2+20.00 i HIGH PT S A: 4+18 HIGH PT ELEV: 912.88 HIGH PT ELEV: 912. TA1' 95 00 PVI , STA' 4+16 82 950 I Pvl S . + 950 PVI ELEV:912.76__ PVI ELE :912.80 K:14.28 K: 2�.07 j LVC: 50.00 LVC:: 0.00 j OcD 'I O n 000 O 00 j cV 00 00 co NO 00 j r ! 940 1 +° +� +� +m 940 cli I LOW PT STA: 1+19.d ! w i i � w ; LOW PT ELEV: 910.55 930 PV1 STA:1+30,00 930 PVI ELEV; 910.16 EXISTING GROUND G _ K:10.09 N N rn o LVC:60,00' o N C) 0 W r ''.O +� 4� +0 N Q- CD r M Mil 920 O', +� +a Nn FINISHED GRADE u ° 920 r r w _. Qw_. a J > Cn ¢ n J W S A=15+05.02 v 2.00% N w > m > v~ w E EV =' 912.54 j m w 0.50% -0.78% 0.78% 47.72% -0.64% -!33.33% 910 _ -1.95% ¢ 0 o - - - - - STA - 5+15.02 910 - - ELEV 911.32 STA 5+03.35 ELEV '= 911.74 II I ! STA 4+95.00 -6.70% ! 900 ! ELEV = 912.30 900 890 ! ! 890 I , W > z 880 c� ZI SIN o 880 «� m X� W(0 WI- ,', f ! J+M 1 h Q J Q Q 870 U)870 N r I, O cc0) O N co N co co O m N _ CD O O 0) .- O .- O7 N N O N prj N nj M 0) 07 (J O O O� N N O� 0l 03 0 M 0) O (M O O) 0,O W M O BL E HERON DRIVE HIGH PT TA: 1+35.00LOW PT STA: 2+57.33 HIGH PT ELEV: 915.20 LOW PT ELEV: 911.93 950 PVI S, A:1+60.00 PVI STA:2+40.00 950 PVI E EV:914.91 PVI ELEV:9111.83 1 KI18.50 K:10.34 LV :50.00 LVC:45,00 0(D O N 0 O U-) 00 M Ln OLn r, u7 a) 940 lfJ +° ifJ In CO° M r N° cV N N� - 940 w w w__ w m W m U w > > > EXISTING GROUND' m w m w 930 �� 930 o+ 6 FINISHED GRADE 00 Ln II N Q r, Ln ':.+ 920 v~w J a InI > 920 >¢ w N w qq - w - -3.807 59 90 910 - ----__ 910 900 900 890 890 LU o w aW O r 880 z I� 5; 0 o ¢lo DO 880 __ ....... -Q WNO - ... X W J Ln F (p - W� �M ~~ J Q~ J Q H 870 �� 870 GO GO 0 ro cc O r� _ (O (0 (O L6 �_ d- I-) r6 N �_ N O m O 01 O O O (D rn O 0) 0+00 1+00 2+00 3+00 4+00 5+00 6+00 0+( I EAGLE VIEW ROAD HIGH PT STA: 3+67.50 j I HIGH PT STA: 1+32.49 HIGH PT ELEV: 913.96 HIGH PT ELEV: 916.59 PVI STA:3+8P.00 j 950 PVI STA:1+25.00 PVI ELEV:913.75 j 950_ 4_ PVI ELEV:917.05 I � K.14.88; ) ! ' I K:26.57 LVC:35.OQ LVC:100.00 o CD r Oh OLn 940 u-) +m Ln Ln +CD co " w d w i 940 O_... ....... .... y r...., bi _.. _. .. ........ I •. U • •. ! U m ( U w m W j w LO PT STA: 4+43.19 ! = 00 3 EXISTING GROUND LOW PT ELEV: 912.41 930 PVI STA:4+28.00 930 0 L a 00 0 0 VI ELEV;912.22 K:11.45 aCN n _ o q o+ d- M + o rn LVC: 51.00 FINISHED GRADE p + + O O N JJ,J K) 0i LO M7 O u7 920 Qw . :j II Q> N +° rn V) Ln N _ ! II tw STA 6+15.00 920 _. _i...... __ W LdRJ. w. .I ! _ _.... (n w __. v~i l j. _._. <t.... _._ d- w _... _.r- n w ELEV, -" 916.96 2.16 1.60% c > ri> m w 33.3.3% - .0 q --- ----- --- ; --0_60%-.20%, -1 > - >w 0 90% 2.00% ! � \ I 5q I STA =1 6+07.00 910 % ELEV 914.29 910 ,- _ - - j STA =1 6+03.33 1 - - , ELEV 913.80 900 j j I i I 900 890 ! i I 890 L. I Z 880 �I0 o ! j 880 i wo J O f m ! t ! 870 ! 870 IZI:0) rn M I] rn W OO O N MLn d- Ifj Ln in (0 Il) In In r d- .d- O r r7 CON N co r6 co I") _� 01 0) O 0) p� (n O 0, O m 0) 00� 6) 00� 6) rn 6� (D rn 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 1+00 2+00 3+00 4+00 i. 1 m 1 u .t,},1 w I :t wy t3 Y& t E� jrt.�ifR. P y i '�µUNiPI 4Stifig t $L IIk� 34 5' 0 25 50 100 I SCALE IN FEET ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAx www.alliant-inc.com I hereby certify t specification, or prepared by me direct supervision am a duly Licen: PROFESSIONAL EN the laws of the MINNESOTA MARK RAUSCH, PE a a m O Z N N W _J a U. O as a z LI) 5 Z a 0 iat this plan, -eport was or under my and that I ed 3INEER under hate of Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 5-19-17 1 CITY SUBMITTAL PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 216-0199 13 SHEET 13 of 29 ONEGATE R 950 I I 950 940 940 930 930 O W 00 d' co O N �U N _ Ln O .— O O O] d' r0 c0 M m 920 0° +° + "„ 920 II p STA = 3+36.59 ¢ w ¢w ¢w �� ELEV = 911.00 Nw F-J o w fn W tnw 2.00% STA 3+40.25 ELEV = 911.49 910 — — — �- 0.71 % 1.10% 0.50% 27.11 % 910 — ----------ice \ -33.33% STA = 3+50.00 _ — — - ELEV - 908.24 900 900 890 Z� 890 W > Q Q ci o_ a 880 FI Ld <(0 o 880 ._� �. W N O 870 0 870 c(l (. M .00 M M L t. 00 . N O M 0T co 0) co p <1" O c0 O Ln � cc O) 03 MM tT Q) Q) 0) M 03 STONEGATE ROAD HIGH PT STA: 1+90.50' HIGH PT ,ELEV: 908.92 950 PM STA:2+08.00 950 PVI ELEV:908.78 K: 9.65 . . LVC:35.00 O N O 940 +� +° 00 940 Uj W O M W 930 930 O' O 0,CD L CD 0 0M �0 920 it 1i ¢ > w N 2.00% w STA = 2+43.00 ELEV = 908.11 to w 910 - .o 910 -0.80% � —;— — -33.33% — 26.95% STA = 2+48.21 — — — ELEV - 906.37 4.43% STA = 2+35.88 ELEV = 907.55 900 900 890 890 o Q 0 880 QIa N 880 way zo O + + N H p J Q Q 870 0 870 c0 LO t. O I'� Co Ln c. LO N W 00 O O— 0 0 00 ODO m M 0)0 GO 0-I-00 1+00 2+00 3+00 4+00 0+00 1+00 2+00 3+00 t 1 it , I f� & 7 'Y %f o fif �S s�.t s 9 li` lu +dt..tw.5, 0 25 50 100 SCALE IN FEET I ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAx www.alliant-inc.com J Uj L) a a 2 ID 5� G m O D U U) %%.o ~ ha- W O w a u. Z Q o. Z z a N z _� J � to = W a 1 cc U (L I hereby certify that this plan, specification, or report was prepared. by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH,PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 216-0199 14 SHEET 14 of 29 A.P,AR vc iu, uur�mu �sulrA nv City W TEMPORARY ROCK 1 OflEIUM BL 0i a S W S! )0U v T. W. )9Yi SI. m �- .STRU TION YDETAIL) Mott01 PARK CONSTRUCTION ENTRANCE � m ' APPLE THE ----- s. PML ama vrst xo d ox. ❑ W. # Jg T -WATERS EDGE DRIVE / P 110 04AM Q ••°` O i ,z w ,r, la I a •• ,1� " - .... � .,.,.... : ..-.. _ P ,.... ,. -.,..__ .:..r.- �� IIWIIIW �.. ■i�irnilrtl_.. ..Yi�Giii,,,,��,. w. 8 e� ice x '.: ,✓'.._._.__ _ , _.......,} _.._ ..,.. ..-,._.. ..... ..... _._ n.i7 r -.,. ..u... ._. .... ...., d... .., �:.._ 1 � _.j , .., _. r,. _ � �\ p s � Loke Sus ... , �' .. 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( ;. •r-' �. ��.: `.� e rc: '::?/ '., ...<,. 1 t Ap • Cj h I i. :d.:� �'it ,° D � , �' t i i i er .' � � :;�. �, ., �., ,, A / '• � X •'\ V � 1.1� �W w V? ....-,',�' 6r tt '' /m i , \ J ', '�. ti, hi ,t � V .� ,3;'' �•'> ��I a / ° e S� 9>� t Iflj�� \ �, � � A�d , � � � � N R 1 i �sv� A�R7 t� �, .L ° ' �'�� •p18 v 6'j� Y r 1 10 IL a V T \'A� K i .t w6' 14 `r,0o c',� ��'.,, ��',n :4 O s '2- �" ¢ ti _ A r F 0 > t I tic i cy, �rrL �' i Yq .� 0 1 O - v e E U 4x � TLOT F� W F , v 4. ,a TEMPORARY SEDIMENT BASIN _ LLJ AREA W/ FAIRCL01H y'6a SKIMMER OUTLET f•, .. I �4 Z T 1,Pt s ,4 Z v� 3 fi l',1 4, STATE HIGHWAY 101 3 0 h 0) Yi.{&IT, t nnf <. 0 30 60 120 ASt,,^ N T , O s i� Z W �1 a 1, a t ... ,„,., WQ jr M SCALE IN FEET" Ll� 7 U a Ltd r `�.. 3 I hereby certify that this plan, specification, or report was LEGEND: -- -- `--- -- -- --- EXISTING CONTOUR rn CD 789 PROPOSED CONTOUR DIRECTION OF DRAINAGE I� tit PROPOSED CATCH BASINS 0 d > ._ - > PROPOSED STORM SEWER PROPOSED EASEMENT o PROPERTY LINE c E SETBACK LINE LOT LINE RIGHT-OF-WAY O EXISTING TREE TO REMAIN W - - - - - - - - - TREE PROTECTION LIMITS t PRE � SF � PROPOSED SILT FENCE (PRE GRADING) c a PST � SF � PROPOSED SILT FENCE (POST GRADING) INLET PROTECTION 0 ACTIVE SWPPP SCHEDULE CONSTRUCTION SEQUENCE APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MULCH BERM FIBER ROLLS / MULCH SOCKS SILT FENCE TEMPORARY MULCH COVER TEMPORARY HYDROMULCH EROSION CONTROL BLANKET ROCK DRIVEWAY / ROCK PADS INLET PROTECTION DEVICES PAVEMENT (DRIVEWAY/ROADS) SOD STOCKPILES NOTE: CONTRACTOR, GENERAL CONTRACTOR OR SWPPP INSPECTOR TO COMPLETE TABLE AS GRADING PROGRESSES NOTE TO CONTRACTOR: CONSTRUCTION SEQUENCING: meervisionoandnthat dire trsupby I THE MASS GRADING CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ALL EROSION AND MASS GRADING PHASE: am a duly Licensed SEDIMENT CONTROL BEST MANAGEMENT PRACTICES BMPS AS SHOWN IN THE RAHR PRESERVE ( ) 1. INSTALL STABILIZED CONSTRUCTION ENTRANCES. PROFESSIONAL ENGINEER under MASS GRADING SWPPP (EXCEPT FOR POST GRADE BMPS NEEDED AFTER UTILITY CONSTRUCTION 2. PREPARE TEMPORARY PARKING AND STORAGE AREA. the laws of the State of MINNESOTA ACTIVITY). THE BMPS ARE TO BE INSTALLED AT A MINIMUM AS SHOWN IN THE PLAN, IF 3. INSTALL THE PRE -GRADING SILT FENCES AND INLET PROTECTION BMPS ON THE SITE. CONDITIONS ARISE, ADDITIONAL BMP SUPPLEMENTATION TO PREVENT SITE EROSION OR SEDIMENT 4. CONSTRUCT ALL PRE -GRADING EROSION AND SEDIMENTATION CONTROL BMPS. TRANSPORT MAY BE NECESSARY. THE MASS GRADING CONTRACTOR IS RESPONSIBLE FOR ALL 5. COMPLETE MASS GRADING AND INSTALL TEMPORARY AND PERMANENT SEEDING AND PLANTING. MARK RAUSCH, PE BMPS REQUIRED TO COMPLETE THE MASS GRADING ACTIVITIES AND SUBSEQUENT TEMPORARY 6. CONSTRUCT POST -GRADING SILT FENCE ON THE SITE. SOIL STABILIZATION NECESSARY TO PREPARE SITE FOR STREET AND UTILITY CONSTRUCTION AND HOME BUILDING. AT THE COMPLETION OF MASS GRADING WORK AND SATISFACTORY SITE SOIL STREET & UTILITY PHASE: Date License No. STABILIZATION, THE DEVELOPER AND MASS GRADING CONTRACTOR SHALL COORDINATE THE 1. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS. TRANSFEROF NPDES PERMIT RESPONSIBILITIES TO THE STREET AND UTILITY CONTRACTOR AND 2, INSTALL RIP RAP AROUND OUTLET STRUCTURES. QUALITY ASSURANCE/CONTROL T 3. INSTALL INLET PROTECTION AROUND ALL STORM SEWER STRUCTURES. 4. PREPARE SITE FOR PAVING. THE STREET AND UTILITY CONTRACTOR AND CITY WILL THEN ASSUME THE RESPONSIBILITY TO 5. PAVE SITE. BY DATE PROVIDE INSPECTION AND MAINTENANCE OF ANY IN -PLACE BMPS AS WELL AS INSTALL THE 6. INSTALL INLET PROTECTION DEVICES. ADDITIONAL BMPS REQUIRED IN THE STREET AND UTILITY CONSTRUCTION DOCUMENT SWPPP 7. INSTALL POST STREET AND UTILITY SILT FENCE. DATE ISSUE UPON COMPLETION OF STREET AND UTILITY CONSTRUCTION, THE STREET AND UTILITY B. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES CONTRACTOR SHALL REMOVE ANY BMPS INSTALLED DURING THE STREET AND UTILITY PHASE (ONLY IF SITE IS STABILIZED), IF REQUIRED BY THE CONTRACT 5-19-17 CITY SUBMITTAL THAT ARE NO LONGER REQUIRED AND COORDINATE THE TRANSFER OF NPDES PERMIT RESPONSIBILITIES BACK TO THE DEVELOPER OR TERMINATE THE PORTION OF THE NPDES PERMIT TRANSFERRED TO THE CITY AND THEIR CONTRACTOR. SWPPP BMP QUANTITIES (PER PLAN): EROSION CONTROL DISTURBED AREA 10.5 AC RESPONSIBLE PARTY SILT FENCE 4,105 LF DND DO NOT DISTURB AREAS INLET PROTECTION 34 EA SEDIMENT BARRIERS ANTI -TRACKING CONTROL STABILIZATION BMP'S GRADING ACTIVITY PULTE HOMES TEMPORARY DRAINAGE ROUTING 1. SILT FENCE MnDOT 3886 ( ) 1. 2" CRUSHED CLEAR ROCK 1. STRAW/HAY 1. CONCRETE WASHOUT IS DONE BY 7500 OFFICE RIDGE CIRCLE, SUITE 325 BIOROLL TBD W CD PLANS PROJECT TEAM DATA CN 9 DURING MASS GRADING F 2. CURB LOG (LAND DEVELOPMENT) MnDOT TYPE 1 MULCH TRUCK WITH A MOBILE WASHOUT EDEN PRAIRIE, MN 55344 SEED/SOD POST GRADING AREA 9.0 AC DESIGNED: MPR 3. ROCK WEEPER 2. EROSION CONTROL BLANKET SYSTEM PROVIDED AND COMPLETED CONTACT: CHAD ONSGARD DRAWN: ELL x TEMPORARY SEED MIX MnDOT CAT. 3 BY THE CONCRETE CONTRACTOR. PH: 952',-229-0723 ROCK CONSTRUCTION ENTRANCE INLET PROTECTION DEVICES 1. MnDOT-100 3. HYDROMULCH EM: chad.onsgard©pultegroup.com PROJECT NO: 216-0199 E 1. WIMCO (MnDOT TYPE A & C) (OATS 20-120 DAY STABILIZATION) MnDOT TYPE 5 0 2. INFRASAFE STORM DRAIN/CULVERT 2. MnDOT-150 (1-2 YEAR STABILIZATION) 4. TURF REINFORCEMENT MAT NOTE. 3. SILT SACK (MnDOT TYPE A) SC250 NORTH AMERICAN GREEN 4. DANDY BAG (MnDOT TYPE B) PERMANENT SEED MIIX/STABILIZATION OR EQUAL-MNDOT CAT 6 1. SEE SHEET 18 FOR ALL EROSION AND SEDIMENT CONTROL NOTES AND DETAILS. 15 L 1. MnDOT 270 (RESIDENTIAL TURF) P 2. SOD SHEET 15 of 29 i r n n LEGEND: I / ,_, _ 783 PROPOSED ED CONTOUR CON OUR APPLE TREE LANE - _m___: —:_ .... DIRECTION OF DRAINAGE _____ — - 1 PROPOSED CATCH —1Tj—.._.._._.`..� PROPOSED STORM SEWER k 1NATERS EDGE DRIVE --- PROPOSED EASEMENT r - -�0 PROPERTY LINE — ` ' - <- - � ` -.. ,., _ `^., \'\� K LINE _ ' dS PRE - -- ._3i9d 3S ® Sad ® \`\ LOTLINE Al RIGHT-OF-WAY _ T _ .a f.---...;_1 ��\y - - O TO REMAIN EXISTING TREE N DI`�' ------- T PROTECTION r / U Nt h'1` f TREE PROTEC LIMITS .� \ \ ® _ PROPOSED SILT FENCE (PRE GRADING) I R AR '91 5_V PRE SF 71-5 \ OUTLOT E -- - B �C� 0 v ! r \ l PST SF PROPOSED SILT FENCE (POST GRADING) G N 0 TLOT F }--� t \� ;) x z \ ♦ S ! 1 INLET PROTECTION R N�RP ,/ \ ,... D � � - - �_ mm"© ,w , ,oi " _. __ ^ FE 917 8 m soz `♦ \\ tt OR G(\ ,P\ Q p - (3-5) GFE 18.5 , DND DO NOT DISTURB AREAS FL 2 ` 14 _-� m918 ♦ of - 3� c \. �R M ti 1� ' TEMPORARY DRAINAGE ROUTING DURING ASS GRADING \`, i / \ .- t� ` •/ ?, fix' \� r` ! .^ ,3;ti�" _8., - .s ROCK CONSTRUCTION ENTRANCE *4x _ x ; 0UTLOT D,1 �+ /03 06; " W a t, �R b.� ©O tl \ \ °a \ tT, \ ] y. xQ ' `�� l,i :\ >-s ; � l � (.,� rt �°+ F,, � .\ .. CT /'.. C� r". �-\ `fl' � �i m. 03 4 , c„ t T t t " \�" \ V `1� �'. ,.r- � �� .,• � '�/ \}. V %` tv �. a` � � Va / „ _"--" � li::.Y-� ,ti%tl�... ._.. 1 ,�UY � , � rl\�" � v �l ir�'\•+ \\\ `• .i g.> \ 1� :' \. (v /.,/ i \ O as -.... � (X �. �t �,; O C'� _ 1 w Zl. \ n y 1 , 'pro( \�, 1,�:�' '\ > `. \ `� \ �`` `. ��t ',' j.'„ of\��• r- �r,0 1 G" �� t 1 : N \l \\\ `A `Pc<` .::,, Q' , a''�\• t � '\ .� G,C, , .. >: A,,.,......, ..... •>,_ „� [ � a..'7q. O , r"`.- � W Cr' .'l: `."ram. , t W t , <yLn �� \ \s \ '' r; ° � v; \ �� \ � . h ,; � x \ ti �., 90 - �� 1 � ✓ W ae i o } fit,,: r 1B 1 i- p 0 � 000 t, ti t_ \�\t �.ti \`� / 1\\ \\\ \ 1 1 i \.✓ t g96 , t I Xx IN " 1 t 9 - tt'tt; t1,,�... ',. 1 ,. i } 1 4 ' g06 Y .� `.. .._ __ '.�,-_: >Q� _ U� .,„ �,,' M1 kr� ,1,Ar•`gyp_ L `�'n k : lit , a, \ u �`, 1:1 `t 1< 1,. �� \ � � �;, : �`,., � � j, � - �! , " , \.i � ! , -J,-;; � Q� • 5k e.,��.,, * ' --, , .� �. 'a' n \c" } " ql\ tt a\ 910 ,l •.,. fin%' _.: — �. "" t - u, 9 �4 9 \ \ UTLO 916 \ _- r S� v w c P� TEMPORARY SEDIMENT BASIN" AREA W/ FAIRCLOTH r SKIMMER OUTLET va S TA TE HIGHWA Y 10 a ®Zo 1" ovk 0 20 40 801401 l SCALE IN FEET I , IN ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758,3080 MAIN 612.758.3099 FAx www.alliant-inc.com J V a IL 2 - Z `/ qz J J M Q Z m Z D LU N Q. - o W W a Z 3. Q Z a ILLIZ v) '0 N N W O W Q a W I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE License No. Date ;' QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 5-19-17 CITY SUBMITTAL PROJECT I TEAM DATA DESIGNED: MPR DRAWN: ELL ` PROJECT NO: 216-0199 16 SHEET 16 Of 29 0 20 40 80 SCALE IN FEET i it ,2 TEMPORARY SEDIMENT BASIN AREA W/ FAIRCLOTH SKIMMER OUTLET �Ik 0'jn iiiE Y'�M"�Bv� 5bnik i 1 TEMPORARY ROCK CONSTRUCTION ENTRANCE /nrn n°ry nr-r�u \ I 111 nnrr LEGEND: - -- EXISTING CONTOUR 789 PROPOSED CONTOUR DIRECTION OF DRAINAGE ' t PROPOSED CATCH BASINS ..:_.,.. .. ., .__....__ ;, _....- PROPOSED STORM SEWER - — — — — — - PROPOSED EASEMENT PROPERTY LINE — - — SETBACK LINE LOT LINE RIGHT-OF-WAY O EXISTING TREE TO REMAIN - — — — — — — — - TREE PROTECTION LIMITS PRE SF PROPOSED SILT FENCE (PRE GRADING) PST SF s PROPOSED SILT FENCE (POST GRADING) 11 INLET PROTECTION D N D DO NOT DISTURB AREAS F 1aw�,,:+°+:�wr a' TEMPORARY DRAINAGE ROUTING �' IN DURING MASS GRADING ROCK CONSTRUCTION ENTRANCE J ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAx www.alliant-inc.com 00�% J W U a IL O %ft.07 a O 1 J !— O F m Z M W N g F- 0 o a N Y � a a a W Z Z a N g O F- a5 in W a Ix IOC ?00 Cc) a iw I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Date License. No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 216-0199 17 SHEET 17 of 29 5 FT. MIN. LENGTH STEEL POST AT 6 FT. MAX. SPACING 5 FL MIN- LENGTH STEEL. POST AT R FL MAX. SPACING CEO TEXTILE FABRIC GEOTEXTILE FABRIC PLASTIC ZIP TIES /36" WIDE 36" WIDE PLASTIC ZIP TIES (50 TO. TENSILE) (..a LB. TENSILE) ` ,^FAeRIc ANCHORAGE LOCATED IN TOP 8" LOCATED IN TOP. S' TRENCH 9ACKFILL TIRE. C:DMPAOTION ZONE: w,TH TAM14PF-D NATURAL SOIL. x FLOW FLOW FLOW s"MIN. FLOW In a _ Ill w MIN. m O W MACHINE SLICE z SILT FENCE, MACHINE SLICED a12SILT FENCE, HEAVY DILFLQ`2 '.. 5 FT. MIN. LENGTH STEEL POSTGFOTEXIILE: FABRIC AT 6 FT. MAX, SPACING I 36" WIDE STAPLES FABRIC ANCHORAGE TRENCH. BACKALL t- WHTH TAMPED NATURAL SOIL VT CJ Z ) FLOW SILT' FENCE'. TO BE PLACED ON CON10Lft. SEE SLOPE/GRAPE s MIN. AND LENGTH CRITERIA BELOW Low SILT FENCE, PREASSFMBI FD 1..2„ vAQ E ��LopE - SLOPE GRADE MAX LENGTH -„__-.-__ ..-__. LESS THAN 2% 100 FEET 2 - 5 % 75 FEET 5 -10% 50 FEET NOTES - 10 - 20 IS 25 FEET SILT FENCE' PER INTRUST SPECS SOURCE 2005 GREATER THAN 209, 15 FEET SEE SPECS. 2573 & 3886. LOCATION OF SILT FENCE 10 To Protect A ea Flom sheet Flow FOR SEDIMENT CONTROL Q2 Maximum Contributing Area: 1 Acre SUOPE VARIACt'-SSRAt31-1= _ SILT FENCE NEAR TOE OF SLOPE OUTSIDE OF .CONSTRUCTION LIMITS ��/j LOCATION OF SILT FENCE FOR PEREMITER CONTROL b111 of SILT FENCE REVISED: 3-12 ENGINEERING DEPARTMENT PLATE NOE` 5300 FILE NAME: G.\ENG\SPECS\5300 EROSION CONTROL GENERAL NOTES: 1"-2" CLEAN CRUSHED ROCK. so, s FNG EFL rX 5"MIN DEPTH FOR ROCK 10"MW.DEPTII FOR WooDCHIPS C'yYQ rr- S 18" MINIMUM CUT OFF BERM -� TO MINIMIZE RUNOFF FROM SITE FILTER FABRIC 20 M-NNUn --- NOTE: FILTER FABRIC SHALL RE PLACED UNDER ROCK TO SIOP MUD MIGRATION THROUGH ROCK, Cfff ROCK 1fti1 v CONSTRUCTION MR= ENTRANCE REVISED` 1-10 ENGINEERING DEPARTMENT PLATE NO.: 5301 FILE NAME:G:\ENG\SPECS\5301 1. NO LAND DISTURBING ACTIVITY SHALL OCCUR UNTIL A GRADING PERMIT HAS BEEN ISSUED FROM THE CITY OF CHANHASSEN AND THE WATERSHED DISTRICT. 2. BEST MANAGEMENT PRACTICES (BMP'S) REFER TO EROSION AND SEDIMENT CONTROL PRACTICES DEFINED IN THE MPCA PROTECTING WATER QUALITY IN URBAN AREAS AND THE MINNESOTA CONSTRUCTION SITE EROSION AND SEDIMENT CONTROL PLANNING HANDBOOK. 3. ALL BMP'S SELECTED SHALL BE APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, AND ESTIMATED DURATION OF USE. 4. ALL WORK AND MATERIALS SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY .DEVIATION FROM THE APPROVED PLANS SHALL REQUIRE WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 5. A COPY OF THESE PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. THE BOUNDARIES OF TH E LAND DISTURBANCE LIMITS SHOWN ON THE PLANS SHALL BE CLEARLY FLAGGE D IN THE FIELD PRIOR TO CONSTRUCTION. NO DISTURBANCE BEYOND THE DISTURBED LIMITS. 7. WHEREVER POSSIBLE, PRESERVE THE EXISTING TREES, GRASS AND OTHER VEGETATIVE COVER TO HELP FILTER RUNOFF. 8. ESTABLISH A PERMANENT VEGETATIVE COVER ON ALL EXPOSED SOILS WHERE LAND IS COMING OUT OF AGRICULTURAL PRODUCTION. PLANT AS SOON AS POSSIBLE TO ESTABLISH DENSE GRASS FILTER PRIOR TO CONSTRUCTION AND TO MINIMIZE WEED GROWTH. 9. ALL TREES NOT LISTED FOR REMOVAL SHALL BE PROTECTED. DO NOT OPERATE EQUIPMENT WITHIN THE DRIPLINE, ROOT ZONES OR WITHIN TREE PROTECTION FENCE AREAS. 10. ALL EROSION AND SEDIMENT CONTROL FACILITIES (BMP'S) SHALL BE INSTALLED AND IN OPERATION PRIOR TO LAND DISTURBANCE ACTIVITIES AND THEY SHALL BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR EROSION HAS PASSED. 11. SILT FENCE IS REQUIRED AT DOWN GRADIENT PERIMETER OF DISTURBED AREAS AND STOCKPILES. PROTECT WETLANDS, WATERCOURSES AND ADJACENT PROPERTIES FROM SEDIMENTATION AND STORMWATER RUNOFF. 12. THE BMP'S SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITTEE/CONTRACTOR SHALL ANTICIPATE THAT MORE BMP'S WILL BE NECESSARY TO ENSURE EROSION AND SEDIMENT CONTROL ON THE SITE. DURING THE COURSE OF CONSTRUCTION, IT IS THE RESPONSIBILITY OF THE PERMITTEE/CONTRACTOR TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY CONSTRUCTION ACTIVITIES AND/OR CLIMATIC EVENTS AND TO PROVIDE ADDITIONAL BMP'S OVER AND ABOVE THE MINIMUM REQUIREMENTS SHOWN ON THE PLANS, AS MAY BE NEEDED TO PROVIDE EFFECTIVE PROTECTION OF WATER AND SOIL RESOURCES. 13. THE BMP'S SHALL BE INSPECTED DAILY BY THE PERMITTEE/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. SILT FENCES CLEANED OR REPLACED AT SEDIMENT BUILDUP OF 1/3 OF THE FENCE HEIGHT. 14. LAND DISTURBING ACTIVITIES SHALL OCCUR IN INCREMENTS OF WORKABLE SIZE SUCH THAT ADEQUATE BMP CONTROL CAN BE PROVIDED THROUGHOUT ALL PHASES OF CONSTRUCTION. THE SMALLEST PRACTICAL AREA SHALL BE EXPOSED OR OTHERWISE DISTURBED AT ANY ONE TIME. 15. OPERATE TRACK EQUIPMENT (DOZER) UP AND DOWN EXPOSED SOIL SLOPES ON FINAL PASS, LEAVING TRACK GROOVES PERPENDICULAR TO THE SLOPE. DO NOT BACK -BLADE. LEAVE A SURFACE ROUGH TO MINIMIZE EROSION. 16. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED FROM EROSION WITHIN 7 DAYS OF SUBSTANTIAL COMPLETION OF GRADING IN THAT AREA. TEMPORARY SEED AND MULCH SHALL COVER ALL EXPOSED SOILS IF GRADING COMPLETION IS DELAYED LONGER THAN 7 DAYS. PERMANENT SEED AND MULCH OR SOD IS REQUIRED WITHIN 3 DAYS OF COMPLETION OF FINAL GRADING. 17. GENERAL TEMPORARY SEED SHALL BE MNDOT MIX 190 ® 100 LBS. PER ACRE OR APPROVED EQUAL. PERMANENT SEED SHALL BE MNDOT MIX 270 ® 120 LBS. PER ACRE OR APPROVED EQUAL. (PLANTING DATES PER SPEC 2575) MULCH SHALL BE MNDOT TYPE 1 (CLEAN OAT STRAW) 0 2 TONS PER ACRE AND DISK ANCHORED IN PLACE OR APPROVED EQUAL. FERTILIZER SHALL BE 80-80-80 NPK PER ACRE (UNLESS P RESTRICTIONS APPLY) AND INCORPORATED INTO THE SEED BED.. 18. WETLAND BUFFER AREAS SHALL BE SEEDED IN ACCORDANCE WITH LANDSCAPE PLAN. 19. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROPERLY DISPOSED OF WITHIN THIRTY (30) DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED. 20. AN ALTERNATE EROSION & SEDIMENT CONTROL PLAN SHALL BE REQUIRED FOR LAND DISTURBANCES ON EACH .LOT AS PART OF ANY FUTURE BUILDING PERMIT FOR THE CONSTRUCTION OF STRUCTURES AND DRIVEWAYS. EROSION CONTROL SCHEDULE: SEDIMENT TRAP MANUFACTURED BY WIMCOI.L.C.SHAKOPFE, MN., LSS BROS,, CORCORAN, MN. OR EQUAL SPECIFICATIONS AND SrAPDARDS DLJfN LDA/J ASC WRARI. C4N5Ii9iN EUIi@N,. N.UCAAFFE War WEIGHT LOAD NA AWE ICLI A' WE6Dll4vSORE `TE0.. 01.1-5IC VIM FACTOR. N/A 29 CFR 1926 - OGEA51AI AND HF TEL EIANDARQa WATER PLOW RATE (THROUGH TYPE PF FLiT.R) p Ja7 ITS W 3" HEAD MmiMUM OVERFLOW TIME 5.94 COS D 15" HIM r✓ c_c E .#.C. c 2. DEFLECTOR PLATE OVERFLOW 1 - CENTER OF ALTER ASSEMBLY OVERFLOW 2 - TOP OF CURB Box 10" FILTER ASSEMBLY CURB ( LCG-23 HIGH -FLOW HIGH -FLOW FABRIC - NOTES: 1. CLEAN FILTER MEDIA AFTER EACH RAIN EVENT AND REPLACE IF FILTER IS CLOGGED WITH SEDIMENT. 2. REMOVE DEBRIS/SEDIMENT FROM RECEPTACLE AFTER EACH RAIN EVENT. M10F CATCH BASIN CEM SEDIMENT TRAP REVISED: 1-10 ENGINEERING DEPARTMENT PLATE N". 5302A FILE NAME: G: ENG SPECS 53W 1. PRIOR TO ANY CONSTRUCTION OR DEMOLITION, SILT FENCE AND FILTERS SHALL BE INSTALLED AS SHOWN TO INTERCEPT RUNOFF. 2. ALL EROSION CONTROL INSTALLATIONS SHALL REMAIN IN PLACE AND BE MAINTAINED IN GOOD CONDITION BY THE CONTRACTOR UNTIL THE SITE HAS BEEN RE -VEGETATED. CONTRACTOR MAY REMOVE NECESSARY SILT FENCING/FILTERS TO CONSTRUCT ROADWAYS, WHILE MAINTAINING ADEQUATE EROSION CONTROL IN ADJACENT AREA. 3. SUFFICIENT TOPSOIL SHALL BE STOCKPILED TO ALLOW FOR THE REPLACEMENT OF 4" OF TOPSOIL FOR DISTURBED AREAS TO BE RE -VEGETATED. 4. THE CONTRACTOR SHALL SCHEDULE SITE GRADING, UTILITY INSTALLATION AND PAVEMENT CONSTRUCTION SO THAT THE GENERAL SITE CAN BE MULCHED AND RE -SEEDED SOON AFTER DISTURBANCE. AREAS THAT WILL NOT BE SUBJECT TO CONSTRUCTION TRAFFIC SHALL BE SEEDED (MnDOT MIX 190 @ 100#/AC AND MULCHED OR SODDED WITHIN SEVEN (7) DAYS OF BEING DISTURBED. 5. CONTRACTOR SHALL INSTALL EROSION CONTROL DEVICES AS INDICATED ON THIS EROSION CONTROL PLAN AND ANY ADDITIONAL REQUIRED BASED ON MEANS, METHODS AND SEQUENCES OF CONSTRUCTION. SEDIMENT CONTROL PRACTICES: 1. SEDIMENT CONTROL PRACTICES MUST MINIMIZE SEDIMENT FROM ENTERING SURFACE WATERS, INCLUDING CURB AND GUTTER SYSTEMS AND STORM SEWER INLETS. 2. SEDIMENT CONTROL PRACTICES MUST BE ESTABLISHED ON ALL DOWN GRADIENT PERMITERS BEFORE ANY UPGRADIENT LAND DISTURBING ACTIVITIES BEGIN. THESE PRACTICES SHALL REMAIN IN PLACE UNTIL FINAL STABILIZATION HAS. BEEN ESTABLISHED. 3. THE TIMING OF THE INSTALLATION OF SEDIMENT CONTROL PRACTICES MAY BE ADJUSTED TO ACCOMMODATE SHORT-TERM ACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES. ANY SHORT-TERM ACTIVITY MUST BE COMPLETED AS QUICKLY AS POSSIBLE AND THE SEDIMENT CONTROL PRACTICES MUST BE INSTALLED IMMEDIATELY AFTER THE ACTIVITY IS COMPLETED. HOWEVER, SEDIMENT CONTROL PRACTICES MUST BE INSTALLED BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE ACTIVITY IS NOT COMPLETE. 4. ALL STORM DRAIN INLETS MUST BE PROTECTED BY APPROPRIATE BMPS DURING CONSTRUCTION UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLET HAVE BEEN STABILIZED. 5. TEMPORARY SOIL STOCKPILES MUST HAVE SILT FENCES OR OTHER EFFECTIVE SEDIMENT CONTROLS, AND CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORM WATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS, OR CONDUITS AND DITCHES. 6. SITE CONSTRUCTION ENTRANCES WILL BE AS SHOWN ON THE PLAN. ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT EACH ENTRANCE. FINAL STABILIZATION: THE CONTRACTOR MUST ENSURE FINAL STABILIZATION OF THE SITE. THE CONTRACTOR MUST SUBMIT A NOTICE OF TERMINATION (NOT) WITHIN 30 DAYS AFTER FINAL STABILIZATION IS COMPLETE, OR ANOTHER OWNER/OPERATOR (PERMITTEE) HAS ASSUMED CONTROL OF ALL AREAS OF THE SITE THAT HAVE NOT UNDERGONE FINAL STABILIZATION, FINAL STABILIZATION CAN BE ACHIEVED IN THE FOLLOWING WAY: ALL SOIL DISTURBING ACTIVITIES AT THE SITE HAVE BEEN COMPLETED AND ALL SOILS MUST BE STABILIZED BY A UNIFORM PERENNIAL VEGETATIVE COVER WITH A DENSITY OF 70 PERCENT OVER THE ENTIRE PERVIOUS SURFACE AREA, OR OTHER EQUIVALENTMEANS NECESSARY TO PREVENT SOIL FAILURE UNDER EROSIVE CONDITIONS AND; A. ALL DRAINAGE DITCHES, CONSTRUCTED TO DRAIN WATER FROM THE SITE AFTER CONSTRUCTION IS COMPLETE, MUST BE STABILIZED TO PRECLUDE EROSION; B. ALL TEMPORARY SYNTHETIC, AND STRUCTURAL EROSION PREVENTION AND SEDIMENT CONTROL BMPS (SUCH AS SILT FENCE) MUST BE REMOVED AS PART OF THE SITE FINAL STABILIZATION; AND C. THE CONTRACTORS MUST CLEAN OUT ALL SEDIMENT FROM CONVEYANCES AND FROM TEMPORARY SEDIMENTATION BASINS THAT ARE TO BE USED AS PERMANENT WATER QUALITY MANAGEMENT BASINS. SEDIMENT MUST BE STABILIZED TO PREVENT IT FROM BEING WASHED BACK INTO THE BASIN, CONVEYANCES OR DRAINAGE WAYS DISCHARGING OFF -SITE OR TO SURFACE WATERS. THE CLEAN OUT OF PERMANENTBASINS MUST BE SUFFICIENT TO RETURN THE BASIN TO DESIGN CAPACITY. SAMPLE EROSION CONTROL MAINTAIN A 16 FOOT BUFFER PLAN FOR INDIVIDUAL LOTS AND BETWEEN ND DIST EDEO DGE of L ER A . . . . . . . . . . . . . . . . . TYPE 2 HEAVY DUTY PERIMETER _ CONTROL REa. ADJACENT N LOT 1 SURFACE WATER ORR WARWAYJ,.., SURFACE WATERS see detail p 53oo LOT 2 LOT 3 ///---OPTION 2 - J-HOOK SILT FENCE BUTT FENCE TOGETHER AT PROPERTY LINE OPTION I - CRESCENT SILT FENCE OVER -LAP AT PROPERTY LINE \\ ' LEGEND These standard symbols wilt be found in the drawing. ROOFa/��CUREI SILT FENCE PERIMETER•STRAW MULCH nY. SURFACE WATER IS WATER FLOW & GUTTER OVER -LAP SILT FENCE STREET STORM SEWER INLET ENTRANCE SEDIMENT CONTROL WMCO OR SIMILAR INLET PROTECTION DETAIL 5302A • Water resources staff must be contacted before any/all dewatering activity • Perimeter sediment controls are necessary at downsloping property and street edges.. Note that sediment controls need to provide containment by turning perimeter controls upslope-into property. * Perimeter controls can include filer logs, mulch berms and/or silt fence. * See MNDot spec. 3897 & 2573. + Temporary stockpiles cannot be placed in drainage swales, surface waters, or on public streets, and must have perimeter control EROSION CONTROL • Topsoil -Site has a minimum of 4-6 inches of topsoil. • Construction entrance-1 to 2" clean crushed rock at a depth of 6 inches. * House Roof Perimeter -Straw mulch at 2 inches deep around house directly below roof line. If house has rain gutters, downpouts need energy dissipation. • Slopes -Steeper than 4:1 with positive grade to surface waters of the state need erosion control blankets and temporary or permanent seeding. • See MNDot Spec. 3885 & 2575. * Swales-Need blankets over final 200'. * Swales-Need check dams if slope is 4:1 or greater. aff OF EROSION CONTROL FOR INDIVIDUAL LOTS (TYP.) REVISED: 2-13 ENGINEERING DEPARTMENT PLATE NO.: FILE NAME: G:\ENG\SPECS\5302B 5302E EROSION AND SEDIMENT CONTROL MAINTENANCE PROGRAM: 1. INSPECT SILT FENCES IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. IMMEDIATELY REPAIR FAILED OR FAILING SILT FENCE. 2. REPLACEMENT - FABRIC SHALL BE REPLACED PROMPTLY WHEN IT DECOMPOSES OR BECOMES INEFFECTIVE BEFORE THE BARRIER IS NO LONGER NECESSARY. 3. SEDIMENT REMOVAL - SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE-THIRD THE TER. ANY SEDIMENT REMAINING P HEIGHT OF THE BARRIER. IN LACE AFTER THE SILT FENCE OR FILTER FABRIC IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH EXISTING GRADE, PREPARED, AND SEEDED WITH THE APPROPRIATE SEED MIX, OR SODDED AS DIRECTED BY THE ENGINEER. 4. REMOVAL OF SILT FENCE - SILT FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPWARD SLOPING AREA HAS BEEN PERMANENTLY STABILIZED. IF THE UPWARD SLOPING AREA IS TO BE EXPOSED LONGER THAN SIX (6) MONTHS, THAT AREA SHALL BE COVERED WITH TEMPORARY VEGETATION WHEN FIRST EXPOSED. 5. THE CONTRACTOR MUST ROUTINELY INSPECT THE CONSTRUCTION SITE ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT. GREATER THAN 0.5 INCHES IN 24 HOURS. 6. ALL INSPECTIONS AND MAINTENANCE CONDUCTED DURING CONSTRUCTION MUST BE RECORDED IN WRITING AND THESE RECORDS MUST BE RETAINED WITH THE SWPPP RECORDS OF EACH INSPECTION AND MAINTENANCE ACTIVITY SHALL INCLUDE: A. DATE AND TIME OF INSPECTIONS; B. NAME OF PERSON(S) CONDUCTING INSPECTIONS; C. FINDINGS OF INSPECTIONS, INCLUDING RECOMMENDATIONS FOR CORRECTIVE ACTIONS; D. CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE ACTIVIES. E. DATE AND AMOUNT OF ALL RAINFALL EVENTS GREATER THAN 1/2 INCH (0.5 INCHES) IN 24 HOURS: F. DOCUMENTS OF CHANGES MADE TO THE SWPPP AS REQUIRED IN PART III.A.4. 7. WHERE PARTS OF THE CONSTRUCTION SITE HAVE UNDERGONE FINAL STABILIZATION, BUT WORK REMAINS ON OTHER PARTS OF SITE, INSPECTIONS OF THE STABILIZED AREAS MAY BE REDUCED TO ONCE PER MONTH. WHERE WORK HAS BEEN SUSPENDED DUE TO FROZEN GROUND CONDITIONS, THE REQUIRED INSPECTIONS AND MAINTENANCE MUST TAKE PLACE AS SOON AS RUNOFF OCCURS AT THE SITE OR PRIOR TO RESUMING CONSTRUCTION, WHICHEVER COMES FIRST. POLLUTION PREVENTION MANAGEMENT MEASURES: THE CONTRACTOR SHALL IMPLEMENT THE FOLLOWING POLLUTION PREVENTION MANAGEMENT MEASURES ON THE SITE: 1, SOLID WASTE: COLLECTED SEDIMENT, ASPHALT AND CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, PLASTIC, FABRIC, CONSTRUCTION AND, DEMOLITION DEBRIS AND OTHER WASTES MUST BE DISPOSED OF PROPERLY AND MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS. 2. HAZARDOUS MATERIAL: OIL, GASOLINE, PAINT AND ANY HAZARDOUS SUBSTANCES MUST BE PROPERLY STORED, INCLUDING SECONDARY CONTAINMENT, TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM. STORAGE AND DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE WITH MPCA REGULATIONS. 3. CONCRETE WASHOUT IS DONE TRUCK BY TRUCK WITH A MOBILE WASHOUT SYSTEM PROVIDED AND COMPLETED BY THE CONCRETE CONTRACTOR. RUNOFF MUST BE CONTAINED AND WASTE PROPERLY DISPOSED OF. 4. NO ENGINE DEGREASING IS ALLOWED ON SITE ANCHORTRENCH (SEE DETAIL AND NOTES BELOW) WOO. .>rNIAITT SHALT FIE NAILED SECURELY TO III POST MEMBER TO SECURE FILTER FABRIC. 2"XI"X5'LONG WOOD POSTS, 8 REO'D. NOTES CONTRACTOR SHALL CONSTRUCT. SILT BOX TO FIT AROUND THE INLET STRUCTURE WMH 6" MINIMUM CLEARANCE TO EDGES OF STRUCTURE. SILT BOX TO BE PLACED ON AN EVEN SURFACE 6" BELOW STRUCTURE OPENING. TOP OF SILT BOX TO EXTEND 18" MINIMUM ABOVE EXISTING GRADE. 2" X 4" HORIZONTAL MEMBERS CONTINUOUS AROUND TOP AND BOTTOM. FASTENED TO EACH POST USING 2-16D COMMON NAILS �- MONOFILAMENT GEOTEXTILE FABRIC AS PER MNDOT IABI_E 3886-1 (MACHINE SLICED). ADDITIONAL 8-10" OF FABRIC FLAP AT BOTTOM OF BOX 8-10" FABRIC FLAP- BURY UNDER ROCK TO PREVENT 1 UNDE.RWASHING �`- 2" WASHED ROCK 1' DEEP X 2' WIDE CfffOF� SILT BOX SEDIMENT TRAP REVISED: 1-10 ENGINEERING DEPARTMENT PLATE. NO.: 5302G BLE NAME:G ENG SPECS\5302A OVERLAP END ]DINTS MINIMUM OF V AND STAPLE OVERLAP AT 1.5' INTERVALS. STAPLE PATTERN/DENSITY SHALL ' LONGITUDINAL. FOLLOW MANUFACTURERS MINIMUM OF V SPECIFICATIONS ANCHOR TRENCH I. DIG C X 6" TRENCH 1' TO 3' 2. LAY BLANKET IN TRENCH 3. STAPLE AT I.Y INTERVALS 4. BACKFILL WITH NATURAL SOIL AND COMPACT 6 S. BLANKET LENGTH SHALL NOT EXCEED 100' WITHOUT AN ANCHOR TRENCH NOTE SLOPE SURFACE SHALL BE FREE OF ROCKS, SOIL CLUMPS, STICKS, VEHICLE IMPRINTS, AND GRASS. BIANKETS SHALL HAVE GOOD SOIL CONTACT. EROSION CONTROL BLANKET INSTALLATION / UNDISTURBED VEGETATION � N"o Is i TRACKED EQUIPMENT TREADS CREATE GROOVES PERPENDICULAR TO SLOPE DIREC it NOTE: ALL SLOPES WITH A GRADE EQUAL TO OR STEEPER THAN 3:1 REQUIRE SLOPE TRACKING. SLOPES WITH A GRADE MORE GRADUAL THAN 3:1 REQUIRE SLOPE TRACKING IF THE STABILIZATION METHOD IS EROSION CONTROL BLANKET OR HYDROMULCH. SLOPE TRACKING 4 L aI r ,A AIall 9a :d: in A'.. I� DILL ST d I, 1A t°J 'L..Fu ' {f'T5Y P ig d: w.s ie �j F 1 $ A= V` It.er lir ILR ?Re;S gt1,4 ills ALLIANT E N G I N E E R I N G 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com Q I- 0 IN Ld Z Z_ Q Z a w Cn L Ln r Q N = W a U I hereby certify t specification, or prepared by me direct supervision am a duly Licen: PROFESSIONAL EN the laws of the MINNESOTA V/ _I Q W Q Cn W O z � 0 Ir .J H Q z O M- U W z N W 0 W a Cl) MM O cc Z z Q c O G WO/� cc cc a W oaf this plan, -eport was or under my and that I ed GINEER under sate of MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 216-0199 18 SHEET 18 of 29 l J `l LEGEND: PROPOSED STORM SEWER PROPOSED SANITARY SEWER PROPOSED WATERMAIN PROPOSED CATCH BASIN PROPOSED SANITARY MANHOLE PROPOSED GATE VALVE PROPOSED HYDRANT EXISTING GATE VALVE EXISTING HYDRANT EXISTING WATERMAIN EXISTING CATCH BASIN EXISTING STORM MANHOLE EXISTING STORM SEWER EXISTING SANITARY MANHOLE UTILITY NOTES: 1. EXISTING UTILITIES, SERVICE LOCATIONS AND ELEVATIONS SHALL BE VERIFIED IN FIELD PRIOR TO CONSTRUCTION 2. MAINTAIN A MIN 18" VERTICAL SEPARATION AT ALL PIPE CROSSINGS. WATER AND SANITARY SEWER LINES TO MAINTAIN 10' VERTICAL SEPARATION. LOWER WATERMAIN AS NECESSARY. 3. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS PRIOR TO THE START OF CONSTRUCTION. 4. PROVIDE POLYSTYRENE INSULATION FOR ALL STORM SEWER AND WATERMAIN CROSSINGS WHERE VERTICAL OR HORIZONTAL SEPARATION IS LESS THAN 3'. 5. ALL UTILITY WORK WITHIN THE R.O.W. SHALL COMPLY WITH THE CITY OF CHANHASSEN ENGINEERING GUIDELINES. 6. NOTIFY GOPHER STATE ONE CALL 48 HOURS IN ADVANCE OF ANY UTILITY WORK. 7. PROVIDE TEMPORARY TRAFFIC CONTROL IN COMPLIANCE WITH MNDOT "TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS —FIELD MANUAL" LATEST REVISION, FOR ANY CONSTRUCTION WITHIN PUBLIC R.O.W. 8. ALL SANITARY MANHOLES TO BE 48" DIAMETER CONCRETE W/NEENAH R-1642 CASTING, UNLESS NOTED OTHERWISE. EXISTING SANITARY SEWER 9. WATERMAIN, SERVICES, AND VALVES SHALL BE INSTALLED WITH MINIMUM 7.5' OF COVER. LEGEND: PROPOSED STORM SEWER PROPOSED SANITARY SEWER PROPOSED WATERMAIN PROPOSED CATCH BASIN PROPOSED SANITARY MANHOLE PROPOSED GATE VALVE PROPOSED HYDRANT EXISTING GATE VALVE EXISTING HYDRANT EXISTING WATERMAIN EXISTING CATCH BASIN EXISTING STORM MANHOLE EXISTING STORM SEWER EXISTING SANITARY MANHOLE UTILITY NOTES: 1. EXISTING UTILITIES, SERVICE LOCATIONS AND ELEVATIONS SHALL BE VERIFIED IN FIELD PRIOR TO CONSTRUCTION 2. MAINTAIN A MIN 18" VERTICAL SEPARATION AT ALL PIPE CROSSINGS. WATER AND SANITARY SEWER LINES TO MAINTAIN 10' VERTICAL SEPARATION. LOWER WATERMAIN AS NECESSARY. 3. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS PRIOR TO THE START OF CONSTRUCTION. 4. PROVIDE POLYSTYRENE INSULATION FOR ALL STORM SEWER AND WATERMAIN CROSSINGS WHERE VERTICAL OR HORIZONTAL SEPARATION IS LESS THAN 3'. 5. ALL UTILITY WORK WITHIN THE R.O.W. SHALL COMPLY WITH THE CITY OF CHANHASSEN ENGINEERING GUIDELINES. 6. NOTIFY GOPHER STATE ONE CALL 48 HOURS IN ADVANCE OF ANY UTILITY WORK. 7. PROVIDE TEMPORARY TRAFFIC CONTROL IN COMPLIANCE WITH MNDOT "TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS —FIELD MANUAL" LATEST REVISION, FOR ANY CONSTRUCTION WITHIN PUBLIC R.O.W. 8. ALL SANITARY MANHOLES TO BE 48" DIAMETER CONCRETE W/NEENAH R-1642 CASTING, UNLESS NOTED OTHERWISE. EXISTING SANITARY SEWER 9. WATERMAIN, SERVICES, AND VALVES SHALL BE INSTALLED WITH MINIMUM 7.5' OF COVER. 1�i' R 4 EI50 10. WATER SERVICES SHALL BE 2" DIA. TYPE "K" COPPER, W/ 1" CORP. STOP + 1" CURB BOX. al,lh� r ' i� .i ' 0 `a 11. SEWER SERVICES SHALL BE 6" PVC SCH 40 MINIMUM 2% SLOPE UNLESS OTHERWISE NOTED ON THE PLANS. , 3ih 12. WATER SERVICES MAY BE PLACED IN SAME TRENCH AS SEWER SERVICES PROVIDED THAT A 24".VERTICAL AND A 36" HORIZONTAL SEPARATION ARE MAINTAINED. 0 30 60 120 ,,k !` 13. ALL CURB BOXES SHALL BE ADJUSTED TO AN ELEVATION OF 1" BELOW FINISHED GRADE WHEN IN GRASSED AREAS WHEN IN DRIVEWAY MATCH PROPOSED GRADE. SCALE IN FEET 14. ALL 6" AND 8" WATERMAIN SHALL BE C900 PVC. STORM SEWER NOTES: 1. EXISTING UTILITIES, SERVICE LOCATIONS AND ELEVATIONS SHALL BE VERIFIED IN FIELD PRIOR TO CONSTRUCTION. 2. MAINTAIN A MIN 18" VERTICAL SEPARATION AT ALL PIPE CROSSINGS. 3. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS PRIOR TO THE START OF CONSTRUCTION. 4. PROVIDE POLYSTYRENE INSULATION FOR ALL STORM SEWER CROSSINGS WHERE VERTICAL OR HORIZONTAL SEPARATION IS LESS THAN 3'. 5. ALL STORM SEWER WORK SHALL COMPLY WITH THE CITY OF CHANHASSEN ENGINEERING GUIDELINES. 6. NOTIFY GOPHER STATE ONE CALL 48 HOURS IN ADVANCE OF ANY UTILITY WORK. 7. PROVIDE TEMPORARY TRAFFIC CONTROL IN COMPLIANCE WITH MNDOT 'TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS —FIELD MANUAL" LATEST REVISION, FOR ANY CONSTRUCTION WITHIN PUBLIC R.O.W. 8. ALL CASTINGS SMALL BE NEENAH OR APPROVED EQUAL. ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com a 0 w z z Q z w a N Cl) z W U I hereby certify t specification, or prepared by me direct supervisior am a duly Licen PROFESSIONAL El` the laws of .the MINNESOTA J a m J J N W a 0 Z Z _ a .J W J x H a hat this plan, report was or under my and that I ;ed GINEER under State of MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 5-19-171 CITY SUBMITTAL PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 216-0199 19 SHEET 19 of 29 LEGEND: �- > PROPOSED STORM SEWER PROPOSED SANITARY SEWER APPLE TREE LANE I PROPOSED WATERMAIN ■ PROPOSED CATCH BASIN PROPOSED SANITARY MANHOLE 1 ►t PROPOSED GATE VALVE WATERS EDGE DRIVE 0 0 -♦- NR PROPOSED HYDRANT \� DAT _ = ��. i EXISTING E EXISTING GATE VALVE RANT EXISTING HYDRANT - EXISTING WATERMAIN �\ EXISTING CATCH BASIN ` EXISTING STORM MANHOLE EXISTING STORM SEWER EXISTING SANITARY MANHOLE ` - -- - ---- -- EXISTING SANITARY SEWER 2" X8" KEYWAY O C S 5 O'1 CAST INTO WALL BY SUPPLIER (N.T.S) WEIR WALL CONSTRUCTED IN A HOLE FOR 24" RCP FIELD BY I CONTRACTOR ELEV.= 2.0' T 2.0' t 903.08 ADDITIONAL #4'S X 4'-0" LONG WEIR WALL 5.5" ORIFICE EL: 902.00 T HOLE FOR 21" RCP #4 @ 12" i HORIZONTAL A GRATE ELEV. 900.50 #4 @ 12" INSTALL SKIMMER GRATE SECTION A -A VERTICAL M PRE -MIXED CONCRETE BAFFLE WALL Q I WATERLESS INSTALL PRE -MIXED WHEN FEASIBLE, SET INVERT FOR OUTLET SEALANT WATERLESS SEALANT PIPE BELOW NWL TO IMPROVE PIPE �{-� ALONG WEIR ALONG WEIR WALL AND COVER AND MINIMIZE SLOPE AROUND rtj WALL AND MH MH JUNCTION TO SKIMMER. JUNCTION TO PREVENT LEAKING PREVENT 0 I LEAKING ELEV.=905.99 6 EXISTING (� HYDRANT 1 OUTLET PIPE WEIR WALL (TOP EL: 903.08) 8. 0' OF 21" RCP 5.5" ORIFICE EL: 902.00 CL-5 @ 1.79 0 , ELEV: 9C0.5 , INLET PIPE 12' OF 24" RCP 6' MIN. CL-5 @ 0.00% EL:902.00 \,1 8" MIN. SLAB 6" THICKNESS ; A J 4' DI A. TYP. 6" AGGREGATE BACKFILL MANHOLE (MNDOT' SPEC. 3149H MOD.) i I OUTLET CONTROL STRUCTURE WITH CONCRETE BAFFLE WALL L FES 200 CB 105 c A OUTLOT'C SANS H 9 i i FES 500 STORM SEWER SCHEDULE: POND ` CBMH 104 1 ` I MH/CB P. DIA P. SLOPE P. TYPE PIPE FROM TO RIM STIR. CAST BUILD FROM TO D [IN] S [%] LENGTH [FT] INVERT INVERT ELEV TYPE TYPE (FT) CB 105 CBMH 104 12 0.54 HOPE 45.90 908.00 907.75 911.70 2X3 R-3067 3.70 CBMH 104 CBMH 103 12 1.67 HOPE 72.94 907.65 906.43 911.95 48 R-3290-A 4.30 CBMH 103 CBMH 102 12 1.67 HDPE 55.19 906.33 905.41 912.81 48 R-2501 6.48 CBMH 102 CBMH 101 12 1.67 HDPE 81.21 905.31 903.96 913,29 48 R-3067 7.98 CBMH 101 FES 100 12 1.80 RCP 34.38 901.62 901.00 909.00 48 R-1642 7.38 CB 216 CBMH 215 12 0.44 HDPE 13.67 903.38 903.32 907.08 27 R-4342 3.70 CBMH 215 CBMH 214 12 0.44 HDPE 24.00 903.32 903.22 910.24 48 R-3067 6.92 CBMH 214 CBMH 213 15 0.33 HDPE 51.99 903.22 903.05 910.24 48 R-3067 7.02 CBMH 213 CBMH 210 15 0.33 HDPE 152.41 903.05 902.55 912.19 48 R-3067 9.14 CB 212 CBMH 210 12 0.44 HDPE 97.15 907.80 907.37 911.50 27 R-4342 3.70 CB 211 CBMH 210 12 0.44 HDPE 24.00 908.01 907.90 911,71 2X3 R-3290-A 3.70 CBMH 210 CBMH 202 18 0.28 HDPE 82.14 902.55 902.32 911.71 48 R-3067 9.16 CB 209 CBMH 208 12 0.44 HDPE 85.42 911.30 910.93 915.00 27 R-4342 3.70 CBMH 208 CBMH 205 12 0.45 HDPE 94.69 910.93 910.50 916,28 48 R-3067 5.35 CB 207 CBMH 206 12 1.18 HDPE 28,28 911,36 911.03 915.06 27 R-3067 3,70 CBMH 206 CBMH 205 12 1.27 HDPE 41.72 911.03 910.50 914.73 48 R-3067 3.70 CBMH 205 CBMH 203 12 2.97 HDPE 94.90 910.50 907.68 914.20 48 R-3067 3.70 CB 204 CBMH 203 12 0.44 HDPE 44.69 907.10 906.90 910.80 2X3 R-3067 3.70 CBMH 203 CBMH 202 12 1.60 HDPE 123.68 906.90 904.93 911.39 48 R-3290-A 4.49 CBMH 202 CBMH 201 18 0.90 HDPE 73.80 902.32 901.66 912.18 48 R-3290-A 9.86 CBMH 201 FES 200 18 L00 RCP 44.20 901.66 901.22 911,58 48 R-4342 9.92 CBMH 300 910.94 916.75 48 R-3067 CBMH 400 911.70 916.71 48 R-3067 FES 500 0CS 501 24 0.00 RCP 12.00 1 902.00 1 902.00 0,00 OCS 501 IFES 502 21 1 1.79 RCP 28.00 1 900.50 1 900.00 0.00 1 DETAIL EXISTING OCS 501 U-) EXISTING HYDRANT MH MH PIPE PIPE PIPE INVERT INVERT RIM ELEV STRUCTURE MANHOLE PIPE TYPE FROM TO O.D. SLOPE LENGTH FROM TO SIZE BUILD NORTH SIDE EXISTING STUB APPROXIMATE ELEVATION 887.09 @ 1.37% (GRADE CONTINUED TO MH 1) MH 1 EXSTUB 8 0.0137 119.2 888.72 887.09 911.31 48 22.59 SDR-35 PVC MH 2 MH 1 8 0.0040 258.6 899.00 897.96 912.71 48 13.71 SDR-35 PVC MH 3 MH 2 8 0.0295 75.5 901.32 899.10 912.32 48 11.00 SDR-35 PVC MH 4 MH 2 8 0.0040 143.1 899.67 899.10 912.26 48 12.59 SDR-35 PVC MH 5 MH 4 8 0.0040 72.3 900.061 899.77 914.86 48 14.80 SDR-35 PVC MH 6 MH 5 S. 0,0578 82.5 904.93 900.16 915.93 48 11.00 SDR-35 PVC MH 7 MH 5 8 0.0040 104.6 900.58 900.16 916.091 48 15.51 SDR-35 PVC MH 8 MH 7 8 0,0040 38.0 900.83 900,68 916.34 48 15.51 SDR-35 PVC MH 9 MH 8 8 0.0040 290.6 902.09 900.93 913.03 48 10.94 SDR-35 PVC MH 10 MH 9 8 0.0040 163.2 902.84 902.19 914.691 48 11.85 SDR-35 PVC CBMH 103 �v��\ SAN MH 10 OUTLOT F ) 41 u &,TE-`' 11 ® Z 0 20 40 80 SCALE IN FEET ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com QLU J m a (� Q 0 O w a Z .� Z Z C a W z a N W .1 W d a I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 216-0199 20 SHEET 20 of 29 j N 2"X8" KEYWAY S C S 601 CAST INTO WALL BY SUPPLIER (N.T.S) WEIR WALL A CONSTRUCTED IN HOLE FOR 15" RCP FIELD BY �.--►�-.{ CONTRACTOR ELEV.= 21 0'' 2.0' 1 904.80 0° ADDITIONAL #4'S�� 158' X 4'-0" LONG HOLE FOR 12" RCP 2 X 5.0" ORIFICE WEIR WALL g,0" ORIFICE FL:900.80 HORIZONTAL A ELEV.= GRATE 900.25 #4 © 12" NSTALL SKIMMER GRATE SECTION A -A VERTICAL PRE -MIXED CONCRETE BAFFLE WALL WATERLESS INSTALL PRE -MIXED WHEN FEASIBLE, SET INVERT FOR OUTLET SEALANT WATERLESS SEALANT PIPE BELOW NWL TO IMPROVE PIPE ALONG WEIR ALONG WEIR WALL AND COVER AND MINIMIZE SLOPE AROUND WALL AND MH MH JUNCTION TO SKIMMER. JUNCTION TO PREVENT LEAKING PREVENT LEAKING 6" ELEV.=904.97 T 8.0" ORIFICE EL: 901.72 OUTLET PIPE WEIR WALL (TOP EL: 904.80) 24.0' OF 12" RCP 2 X 5.0" ORIFICE EL: 900.80 CL-5 O 2.08 0 ELEV: 900.25 INLET PIPE i 13.5' OF 15" RCP 6" MIN. CL-5 © 0.00% 8" MIN. EL:900.80 SLAB 6" THICKNESS 4' 6$$ AGGREGATE BACKFIL� MANHOLE (MNDOT SPEC. 3149H MOD.) OUTLET CONTROL STRUCTURE WITH CONCRETE BAFFLE WALL ® Z 0 20 40 80 SCALE IN FEET i FXISTINV SANITARY SEWER SCHEDULE: MH MH PIPE PIPE PIPE INVERT INVERT RIM ELEV STRUCTURE MANHOLE PIPE TYPE FROM TO O.D. SLOPE LENGTH FROM TO 0 SIZE BUILD 0 SOUTH SIDE MH 11 EX PIPE 886.82 886.82 908.00 48 21.18 SDR-26 PVC MH 12 MH 11 8 0.0967 97.6 896.36 886.92 910.58 48 14.22 SDR-35 PVC MH 13 MH 12 8 0.0299 84.8 898.99 896.46 909.99 48 11.00 SDR-35 PVC MH 14 MH 12 8 0.0040 82.9 896.79 896.46 909.78 48 12.99 SDR-35 PVC MH 15 MH 14 8 O.0040 131.4 897.42 896.89. 908.42 48 11.00 SDR-35 PVC Y l \ 5 \ t 1, ti STORM SEWER SCHEDULE: MHICB P. DIA. P. SLOPE P. TYPE PIPE FROM TO RIM STIR. CAST BUILD FROM TO D [IN] S [%] LENGTH [FT] INVERT INVERT ELEV TYPE TYPE (FT) FES 600 OCS 601 15 0.00 RCP 13.46 900.00 900.00 0.00 OCS 601 FES 602 12 1.04 RCP 24.00 900.25 900.00 0.00 DETAIL EX CBMH 702 18 1 1 124.11 900.36 CBMH 702 JCBMH 701 18 1 0.15 HDPE 1 69.15 900.36 900.26 907.85 48 R-2501 7.49 CBMH 701 FES 700 21 0.21 RCP 77.16 900.26 900.10 906.26 48 R-3067 6.00 CB 804 CBMH 803 12 1.50 HDPE 60.00 906.30 905.40 910.00 27 R-4342 3.70 CBMH 803 CBMH 802 12 0.26 HDPE 149.66 905.30 904.91 909.10 48 R-3067 3.80 CBMH 802 CBMH 801 12 3.07 HDPE 114.53 904.81 901.30 909.80 48 R-3067 4.99 CBMH 801 FES 800 12 1.52 RCP 29.37 900.55 900.10 905.00 48 R-4342 4.45 FES 901 FES 900 12 0.98 RCP 30.53 906.60 906.30 ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAx www.alliant-inc.com Q W � OC Q M a C H 0 N w C z Z a 2 z (L IL UJI (n } I- V _ J F W J LU Q U d M I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 216-0199 21 SHEET 21 of 29 •. b G f �4r Sid i Ark x t:, 'd+�hx : ' i f - • {a �. :sy': �. S!4 .. ^`, a.,=, ;:n» s . uV .� < .�. a >Y ,..,. a. .�, .: „� „c _ ♦ 03 MR, TR rr .� .. t "m 11 e-i N 0 M co B OCK 0 2 1 L7 TREE INVENTORY Tag # DBH Common Name Latin Name Remove 901 13 Maple Acer 902 10 Crab Apple Malus 903 26 Elm Ulmus X 904 18 Maple Acer 9051 15 Maple Acer 9061 12 Maple Acer 907 32 Basswood Tilia Americana 908 18 Spruce Picea X 909 14 Black Walnut Juglans nigra X 910 18 Maple Acer 911 12 Red Pine Pinusresinosa X 912 13 Black Walnut Juglans nigra X 913 14 Black Walnut Juglans nigra X 914 12 Black Walnut Juglans nigra X 915 11 Black Walnut Juglans nigra X 916 16 Maple Acer X 917 10 Maple Acer X 918 14 Maple Acer X 919 11 Maple Acer X 920 12 Black Walnut Juglans nigra X 9211 12 Black Walnut Juglans nigra X 922 14 Black Walnut Juglans nigra X 923 12 Black Walnut Juglans nigra X 924 12 Black Walnut Juglans nigra X 925 13 Black Walnut Juglans nigra X 926 10 Black Walnut Juglans nigra X 927 13 Black Walnut Juglans nigra X 928 11 Black Walnut Juglans nigra X 929 15 Black Walnut Juglans nigra X 930 12 Black Walnut Juglans nigra X 931 15 Black Walnut Juglans nigra X 932 13 Green Ash Fraxinus pennsylvanica X 933 14 Red Pine Pinusresinosa X 934 13 Red Pine Pinusresinosa X 935 60 Box Elder Acernegundo X 936 30 Green Ash Fraxinus pennsylvanica X 937 11 Green Ash Fraxinus pennsylvanica X 938 14 Hackberry Celtis occidentalis X 939 17 Box Elder Acernegundo X 940 13 Green Ash Fraxinus pennsylvanica X 9411 40 Cottonwood Populus deltodies X 9421 15 Spruce Picea 9431 11 Green Ash Fraxinus pennsylvanica ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com J W U a CL 0 Z %...0 4Z J 0. Z 0 a J > ra W r W G in 0. D Z Q � a O N Li Z o Z Cr. LU LLJ (L N Z 1n Cl) Z W (W W a M 5 U d I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 5-19-171 CITY SUBMITTAL PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 216-0199 23 SHEET 23 of 29 0 0OVERSTORYLOT TREES (DECIDUOUS) UOUUS) SPECIES INCLUDE: AMERICAN AND RELE LEAF LINDEN, RED MAPLE, FREEMAN MAPLE, THORNLESS 0 HONEYLOCUST. KENTUCKY COFFEERtEE UNDERSTORY LOT TREES .(DECIDUOUS) SPECIES INCLUDE: JAPANESE UT -AC, SERNCEBERRY, FLOWERING CRABAPPLE C5* OVERSFORY DECIDUOUS TREES ' ORNAMENTAL TREES 0 '�'+' CONIFEROUS TREES CoLb) FLOWERING & EVERGREEN SHRUBS- d PERENNIALS LARGE BOULDER OUTCROPPINGS 40*3 FIELD PLACE INTO SLOPES POND AREA SEED MIX: MN STATE SEED MIX 34-181 (EMERGENT WETLAND) INFILTRATION AREA SEED MIX: MN STATE SEED MIX 33-262 (DRY SWALE/POND) SIDE SLOPE MIX: MN STATE SEED MIX 33-261 (STORMWATER SOUTH &WEST) . . . . . . . . GRADING AND TREE PROTECTION LIMITS SEEDING NOTES: PLANTING NOTES: LANDSCAPE REQUIREMENTS: POND AREA SEED MIX: MN STATE SEED MIX 33-261. SEEDING RATE TO BE 1. INSTALL 4" MIN. TOP SOIL TO ALL SOD AND SEED AREAS. FINE GRADE 1. RESIDENTIAL SUBDIVISION LANDSCAPE 14.5 LBS/ACRE (PURE LIVE SEED). ALL SOD AND SEED AREAS. REQUIRED = 1 TREE PER LOT PLACED IN THE FRONT YARD BY HOME 2. STAKE OR MARK ALL PLANT MATERIAL LOCATIONS PRIOR TO INSTALLATION. BUILDER NATIVE SEED MIX: MN STATE SEED MIX 35-221 (DRY PRAIRIE GENERAL) 3. INSTALL 4-6" DEPTH SHREDDED HARDWOOD MULCH AROUND ROOT SAUCER PROVIDED = 1 TREE PER LOT (46 TREES) SEEDING RATE TO BE 36.5 LBS/ACRE (PURE LIVE SEED). OF ALL TREES ISOLATED FROM PLANT BEDS. 4. PLANTING SOIL SHALL CONSIST OF 1:1:1 SELECT LOAMY TOPSOIL„ PEAT 2. WOODLAND/CANOPY REFORESTATION REQUIREMENT INFILTRATION AREA SEED MIX: MN STATE SEED MIX 33-262. SEEDING RATE TO MOSS, PIT RUN SAND. REQUIRED = 121 TREES, SEE CANOPY TREE COVERAGE PLAN BE 44 LBS/ACRE (PURE LIVE SEED). 5. COMPLETELY GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR BEGINNING PROVIDED = 124 TREES AT THE DATE OF ACCEPTANCE. MAKE ALL REPLACEMENTS PROMPTLY (AS APPLY SEED PER THE FOLLOWING: MULCH SEEDED AREAS WITH Mn/DOT TYPE PER DIRECTION OF OWNER). 3. LANDSCAPE BUFFERYARD REQUIREMENT A 3 (MCIA CERTIFIED WEED FREE) MULCH AT A RATE OF 1 TON PER ACRE WITHIN MCI 6. ALL MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE AMERICAN - 48 HOURS OF SEEDING. MULCH SHOULD THEN BE DISC ANCHORED KEEP IT STANDARD FOR NURSERY STOCK, AMERICAN ASSOCIATION OF NURSERYMEN. REQUIRED FROM BLOWING AWAY. 7. ALL TREE TRUNKS SHALL BE WRAPPED WITH BROWN CREPE TREE WRAP. GREAT PLAINS BOULEVARD IS A COLLECTOR ROAD, THEREFORE BUFFERYARD - APPLY WRAP IN NOVEMBER AND REMOVE IN APRIL. B IS REQUIRED SEEDING SHALL BE APPLIED FROM APRIL 15 — JULY 20 OR SEPTEMBER 20 — 8. CALL GOPHER STATE ONE CALL AT 651-454-0002 FOR LOCATING ALL BUFFERYARD B REQUIRES 15' MIN. BUFFER AREA WITH 2 OVERSTORY FREEZE UP. IF HYDROSEEDINIG UTILIZE APPROXIMATELY 500 GALLONS OF WATER UNDERGROUND UTILITIES AND AVOID DAMAGE TO UTILITIES DURING THE TREES, 4 UNDERSTORY TREES AND 6 SHRUBS PER 100' L.F. PER ACRE. REFER TO MN / DOT SPEC 3884 FOR PROPER INSTALLATION OF 9. COURSE OF THE WORK. MAINTAIN ALL PLANT MATERIALS, INCLUDING WATERING, UNTIL THE'. TIME OF HYDRO —SEED. ALL NATIVE STEEDS USED ON THIS PROJECT SHALL BE CERTIFIED ACCEPTANCE. TOTAL BUFFERYARD LENGTH = 178 L.F. ALONG GREAT PLAINS BOULEVARD TO BE OF MINNESOTA ORIGIN BY THE MINNESOTA CROP IMPROVEMENT 10. COORDINATE INSTALLATION WITH GENERAL CONTRACTOR. AT A 30' WIDTH, THE BUFFERYARD MULTIPLIER IS .4, THEREFORE, THERE ASSOCIATION (MCIA). SITE TO BE PREPARED BY LOOSENING TOPSOIL TO A 11. STAKING AND GUYING OF TREES OPTIONAL: MAINTAIN PLUMBNESS OF TREES ARE 2 OVERSTORY, 3 UNDERSTORY AND 5 SHRUBS REQUIRED TO BE MINIMUM DEPTH OF 3 INCHES. THE SITE TO BE HARROWED OR RAKED FOR DURATION OF WARRANTY PERIOD. PLANTED IN THE BUFFERYARD AREA. FOLLOWING SEEDING, AND THEN PACKED USING A CULTI—PACKER OR 12. BLEND AREAS OF CONSTRUCTION LIMITS AT PROPERTY LINES. PROVIDED = 2 OVERSTORY, 3 CONIFERS, 5 SHRUBS EQUIVALENT. SEE MNDOT SEEDING MANUAL FOR REFERENCE. 13. CONTRACTOR TO SUPPLY DESIGN AND INSTALLATION OF AN IRRIGATION PLAN WITH 100% COVERAGE FOR DESIGNED SOD AND SHRUB AREAS. SOD AND MAINTAIN SEEDED AREAS BY WATERING, REMULCHING AND REPLANTING AS SHRUB AREAS TO BE ON SEPARATE ZONES. USE RAIN BIRD OR! APPROVED NECESSARY TO ESTABLISH A UNIFORMLY DENSE STAND OF THE SPECIFIED EQUAL. INSTALL SEPARATE METER FOR IRRIGATION SYSTEM. CO GRASSES UNTIL ACCEPTED. ANY AREAS FAILING TO ESTABLISH A STAND SHALL ATE WITH GENERAL CONTRACTOR. NATIVE SEED AREAS SHALL BE ONN SEPARATE BE RESEEDED, REFERTILIZED AND REMULCHED WHENEVER 70% VEGETATIVE ZONES. IRRIGATION RUN TIMES IN SEEDED AREAS SHOULD BE REDUCEDCOVER IS NOT ACHIEVED. RESEEDING SHALL CONFORM IN ALL RESPECTS TO FOR THE ZONE SHUTS DOWN AFTER THE FIRST 2 YEARS OF THESE SPECIFICATIONS. THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO THE ESTABLISHMENT. WORK AREAS RESULTING FROM EROSION AND/OR EQUIPMENT. THE 14.SWEEP AND WASH ALL PAVED SURFACES AND REMOVE ALL DEBRIS CONTRACTOR SHALL REPAIR DAMAGE, INCLUDING REGRADING, RESEEDING, ETC. RESULTING FROM LANDSCAPE OPERATIONS. AS NECESSARY, BEFORE SIGNIFICANT DAMAGE OCCURS. 15. GENERAL CONTRACTOR SHALL FOLLOW THE COUNTY/STATE SOIL 8: EROSION CONTROL SPECIFICATION FOR DISTURBED AREA STABILIZATION. LOW FLOW INLET TO INFILTRATION BASIN SHALL BE PLUGGED DURING CONSTRUCTION AND DURING FIRST FULL GROWING SEASON TO ESTABLISH VEGETATION. REFER TO MN STATE SEED MIX MANUAL. ,p h NO Y I{,�,Lis P ..;11ma1 •$... y{na 6 =�„°mG A ® Z 0 30 60 120 SCALE IN FEET ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com J J Q W O z IL z O a W m m � O m LL W H Q 0 o J Li a z W Q Y a a Q W z Q m Cn W a W Z IL 1 hereby certify that this plan, specification, or report was prepared by me or under my. direct supervision and that I am a duly Licensed LANDSCAPE ARCHITECT under the laws of the State of MINNESOTA MARK KRONBECK, PLA, ASLA Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MK. DRAWN: JG PROJECT NO: 216-0199 24 SHEET 24 of 29 SOD � / /! f �PILLAR MON MENT"" 3' 6F ,. L SOD AND LANDSCAPE -3'Tq / �` (SEE DETAIL PLANS),,,` i , , .jjAID,� Z 0 20 40 80 SCALE IN FEET G v % } ', 111kPPPiiii � t iyy . F Iz Q _ LSOp7 1 A L1J _ ,1 - _ - - i;a7 -EX. TR ES TO REMAIN (SEE P ESERVATION PLAN) ui.. . 33 d4 �4 LEGEND E O LOT TREES (DECIDUOUS) UOUU S) 0 SPECIES INCLUDE: AND RE LLE LEAF DNDEN,RED RED MAPLE, FREEMAN MAPLE, THORNLESS O HONEYLOCUST, KENRICKY COFFEMEE UNDERSTORY LOT TREES (DECIDUOUS) SPECIES INCLUDE: JAPANESE ULAC, SERVICEBERRY, FLOWERING CRABAPPLE OVERSTORY DECIDUOUS TREES • h ORNAMENTAL TREES RPCONIFEROUS TREES (016 FLOWERING & EVERGREEN SHRUBS d PERENNIALS LARGE BOULDER OUTCROPPINGS FIELD PLACE INTO SLOPES POND AREA SEED MIX: MN STATE SEED MIX 34-181 (EMERGENT WETLAND) INFILTRATIONAREA SEED MD(: STATE S D MN STATE SEED MIX 33-262 (DRY SWALE/POND) SIDE SLOPE MIX: MN STATE SEED MIX 33-267 (STORMWATER SOUTH &WEST) . . . . . . . . GRADING AND TREE PROTECTION LIMITS 4�s ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX www.alliant-inc.com .i LLJ U cc a a c1c O z z a z O a a _ Cl) W m m � O in LL Q 0 o N W a z Y o�c W a a Z v a N V) W Q z U d .J I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed LANDSCAPE ARCHITECT under the laws of the State of MINNESOTA MARK KRONBECK, PLA, ASLA Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MK DRAWN: JG PROJECT NO: 216-0199 25 SHEET 25 of 29 LEGEND _—�� 0 20 40 80 SCALE IN FEET Lt ;I R ` vt 1IP a° R o 1`d :t Ilil 9k dSI � q a" "C' T IS,. + + �a"I T�fldp�ia �� PY 0. g"ry,A �t %L BOX E 0 0E OLOT TREES (DECIDUOUS) UOUU S) SPECIES INCLUDE: AM RED M PLED FREE LEAF MAPLE, THORNLESS RED MAPLE, FREEMAN MAPLE, THORNLESS 0 HONEYLOCUST, KENTUCKY COFFEETREE UNDERSTORY LOT TREES (DECIDUOUS) SPECIES INCLUDE JAPANESE LILAC, SERMCEBERR/, FLOWERING CRABAPPLE OVERSTORY DECIDUOUS TREES a � ORNAMENTAL TREES CtpCONIFEROUS TREES COU&I FLOWERING & EVERGREEN SHRUBS do PERENNIALS 10023 LARGE BOULDER OUTCROPPINGS FIELD PLACE INTO SLOPES POND AREA SEED MIX: MN STATE SEED MIX 34-181 (EMERGENT WETLAND) INFILTRATION AREA SEED MIX: MN STATE SEED MIX 33-262 (DRY SWALE/POND) SIDE SLOPE MIX: MN STATE SEED MIX 33-261 (STORMWATER SOUTH &WEST) . . . . . . . . GRADING AND TREE PROTECTION LIMITS ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAx www.alliant-inc.com J W U OC a a M O z 45 a z O J a � W m O in LL a ~ � H 0 Q N W a z Z oc a W a a W ? °- N cn F— z W a L � a I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed LANDSCAPE ARCHITECT under the laws of the State of MINNESOTA MARK KRONSECK, PLA, ASLA Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MK DRAWN: JG PROJECT NO: 216-0199 26 SHEET 26 of 29 LANDSCAPE SCHEDULE r-I `Z, to N ar m m o KEY COMMON NAME/SCIENTIFIC NAME SIZE REMARKS OverstoryTrees 50 11 61 General Lot Trees 2.5" Cal. B&B Straight Trunk, No V-Crotch 11 1 12 KC Esspresso Kentucky Coffee Tree / Gymnocladus dioicus 'Esspresso-JFS' 2.5" Cal, B&B Straight Trunk, No V-Crotch 6 6 RB River Birch / Betula nigra 2.5" Cal. B&B Straight Trunk, No V-Crotch 12 3 15 RE Autumn Blaze Red Maple / Acerx freemanii 'Jeffersred' 2.5" Cal. B&B Straight Trunk, No V-Crotch 2 1 3 RO Red Oak / Quercus rubra 2.5" Cal. B&B Straight Trunk, No V-Crotch Coniferous Trees 7 10 17 AP a. Austrian Pine / Pinus nigra 6' ht. B&B Full Form 12 6 18 AP b. Austrian Pine / Pinus nigra 8' ht. B&B Full Form 8 2 10 BF Balsam Fir/Abies balsamea 8' ht. B&B Full Form 16 16 BS a. Blackhills Spruce / Picea glauca densata 6' ht. B&B Full Form 9 3 12 BS b. Blackhills Spruce / Picea glauca densata 8' ht. B&B Full Form 19 9 28 TA Techny Arborvitae 6' ht. B&B FDII Form Understory Trees 16 2 18 JL Japanese Tree Lilac/ Syringa reticulata 1.5" cal. B&B Clump Form 4 4 8 PH Peegee Hydrangea / Hydrangea paniculata'Grandiflora' 1.5" cal. B&B Clump Form 20 4 24 SIB Autumn Brilliance Serviceberry/Amerlanchierx grandif lora 'Autumn Brilliance' 6'ht.B&B Clump Form Shrubs 42 42 ID Isanti Dogwood / Cornus sericea'Isanti' 30" ht. Cont. Min. 5 canes at ht. specified. 3 3 MP Mugo Pine / Pinus mugo'Sherwood Compact' 7 gallon cont. Min. 5 canes 16 10 26 NF Neon Flash Spirea / Spi rea japoni ca 'Neon Flash' 18" ht. cont. Min. 5 canes at ht. specified. 2 2 4 SJ ScandiaJuniper/ Juniperus sabina'Scandia' 24'dia. cont. Min.5 canes at dia, specified. 13 2 15 SK Sky High Juniper/ Juniperus scopulorum'Bailigh' Tht. cont. Min. 5 canes at ht. specified. 19 19 Compact American Viburnum / Viburnum trilobum 'gaily Compact' 30" ht. Cont. Min. 5 canes at ht. specified. Perennial 20 12 32 KFG KarlFoersterFeatherReed Grass/ Calamagrostisx acutiflora'Karl Foerster' 3gal. cant. 48 24 72 SDL Stella Supreme Daylily/ Hemerocallis'Stella Supreme' 1 gal. cont. NOTES: 1. LANDSCAPE SCHEDULE DOES NOT INCLUDE QUANTITIES FOR FOUNDATION PLANTINGS (IN PLAN BELOW). 2. QUANTITIES ON PLAN SUPERCEDE LIST QUANTITIES. SEEDING NOTES: POND AREA SEED MIX: MN STATE SEED MIX 34-181. SEEDING RATE TO BE 5 LBS/ACRE (PURE LIVE SEED). INFILTRATION AREA SEED MIX, MN STATE SEED MIX 33-262. SEEDING RATE TO BE 44 LBS/ACRE (PURE LIVE SEED). SIDE SLOPE MIX: MN STATE SEED MIX 33-212. SEEDING RATE TO BE 35 LBS/ACRE (PURE LIVE SEED). APPLY SEED PER THE FOLLOWING: MULCH SEEDED AREAS WITH Mn/DOT TYPE 3 (MCIA CERTIFIED WEED FREE) MULCH AT A RATE OF 1 TON PER ACRE WITHIN 48 HOURS OF SEEDING. MULCH SHOULD THEN BE DISC ANCHORED TO KEEP IT FROM BLOWING AWAY. SEEDING SHALL BE APPLIED FROM APRIL 15 - JULY 20 OR SEPTEMBER 20 - FREEZE UP. IF HYDROSEEDING UTILIZE APPROXIMATELY 500 GALLONS OF WATER PER ACRE. REFER TO MN/DOT SPEC 3884 FOR PROPER INSTALLATION OF HYDRO -SEED. ALL NATIVE SEEDS USED ON THIS PROJECT SHALL BE CERTIFIED TO BE OF MINNESOTA ORIGIN BY THE MINNESOTA CROP IMPROVEMENT ASSOCIATION (MCIA). SITE TO BE PREPARED BY LOOSENING TOPSOIL TO A MINIMUM DEPTH OF 3 INCHES. THE SITE TO BE HARROWED OR RAKED FOLLOWING SEEDING, AND THEN PACKED USING A CULTI-PACKER OR EQUIVALENT. SEE MNDOT SEEDING MANUAL FOR REFERENCE. MAINTAIN SEEDED AREAS BY WATERING, REMULCHING AND REPLANTING AS NECESSARY TO ESTABLISH A UNIFORMLY DENSE STAND OF THE SPECIFIED GRASSES UNTIL ACCEPTED. ANY AREAS FAILING TO ESTABLISH A STAND SHALL BE RESEEDED, REFERTILIZED AND REMULCHED WHENEVER 70% VEGETATIVE COVER IS NOT ACHIEVED. RESEEDING SHALL CONFORM IN ALL RESPECTS TO THESE SPECIFICATIONS. THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO THE WORK AREAS RESULTING FROM EROSION AND/OR EQUIPMENT. THE CONTRACTOR SHALL REPAIR DAMAGE, INCLUDING REGRADING, RESEEDING, ETC. AS NECESSARY, BEFORE SIGNIFICANT DAMAGE OCCURS. ZIA9:1MIS] I IVli: IWAI VIE9214rlSIE�IGPL11. 4 PLANTING NOTES: 1. INSTALL 4" MIN. TOP SOIL TO ALL SOD AND SEED AREAS. FINE GRADE ALL SOD AND SEED AREAS. 2. STAKE OR MARK ALL PLANT MATERIAL LOCATIONS PRIOR TO INSTALLATION. 3. INSTALL 4-6" DEPTH SHREDDED HARDWOOD MULCH AROUND ROOT SAUCER OF ALL TREES ISOLATED FROM PLANT BEDS. 4. PLANTING SOIL SHALL CONSIST OF 1:1:1 SELECT LOAMY TOPSOIL, PEAT MOSS, PIT RUN SAND. 5. COMPLETELY GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE OF ACCEPTANCE. MAKE ALL REPLACEMENTS PROMPTLY (AS PER DIRECTION OF OWNER). 6. ALL MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN ASSOCIATION OF NURSERYMEN. 7. ALL TREE TRUNKS SHALL BE WRAPPED WITH BROWN CREPE TREE WRAP. APPLY WRAP IN NOVEMBER AND REMOVE IN APRIL. B. CALL GOPHER STATE ONE CAUL AT 651-454-0002 FOR LOCATING ALL UNDERGROUND UTILITIES AND AVOID DAMAGE TO UTILITIES DURING THE COURSE OF THE WORK. 9. MAINTAIN ALL PLANT MATERIALS, INCLUDING WATERING, UNTIL THE TIME OF ACCEPTANCE. 10. COORDINATE INSTALLATION WITH GENERAL CONTRACTOR. 11. STAKING AND GUYING OF TREES OPTIONAL: MAINTAIN PLUMBNESS OF TREES FOR DURATION OF WARRANTY PERIOD. 12. BLEND AREAS OF CONSTRUCTION LIMITS AT PROPERTY LINES. 13. CONTRACTOR TO SUPPLY DESIGN AND INSTALLATION OF AN IRRIGATION PLAN WITH 100% COVERAGE FOR DESIGNED SOD AND SHRUB AREAS. SOD AND SHRUB AREAS TO BE ON SEPARATE ZONES. USE RAIN BIRD OR APPROVED EQUAL. INSTALL SEPARATE METER FOR IRRIGATION SYSTEM. COORDINATE WITH GENERAL CONTRACTOR. NATIVE SEED AREAS SHALL BE ON SEPARATE ZONES. IRRIGATION RUN TIMES IN SEEDED AREAS SHOULD BE REDUCED FOR THE ZONE SHUTS DOWN ,AFTER THE FIRST 2 YEARS OF ESTABLISHMENT. 14. SWEEP AND WASH ALL PAVED SURFACES AND REMOVE ALL DEBRIS RESULTING FROM LANDSCAPE OPERATIONS. 15. GENERAL CONTRACTOR SHALL FOLLOW THE COUNTY/STATE SOIL & EROSION CONTROL SPECIFICATION FOR DISTURBED AREA STABILIZATION. Z \ j .._ SOD �I P LY EEDDGIN(TYG -- - x \P) -- - 2-SK ENTRY MONUMENT 4-KFG SHREDDED HARDWOOD MULCH OVER FILTER FABRIC 2-NF (TYP.) 2-SJ L SOD ANNUALS i ENTRY MONUMENT AND LANDSCAPE PLAN SCALE V=5' '4anM1 3-MP / 3-TA + = i = 2-AP(b. j. 2-BF / POLY EDGING SHREDDED. \ HARDWOOD MULCH . O FILTER FABRIC \ .OVER / (TYP.) -- FLAGSTONE PAVERS LIMESTONE /l QUARRIED OUTCROPPINGS SET INTO SLOPE /j . / RAISED FIRE PIT WITH �. . STONE FINIISH ' FIRE PIT DETAIL PLAN SCALE 1 "=10' LANDSCAPE REQUIREMENTS: 1. WOODLAND/CANOPY REFORESTATION REQUIREMENT REQUIRED = 97 TREES, SEE CANOPY TREE COVERAGE PLAN PROVIDED = 97 TREES 2. LANDSCAPE BUFFERYARD REQUIREMENT REQUIRED: GREAT PLAINS BOULEVARD IS A COLLECTOR ROAD, THEREFORE BUFFERYARD B IS REQUIRED. BUFFERYARD B REQUIRES 15' MIN. BUFFER AREA WITH 2 OVERSTORY TREES, 4 UNDERSTORY TREES AND 6 SHRUBS PER 100' L.F. TOTAL BUFFERYARD B LENGTH = 661 L.F. ALONG GREAT PLAINS BOULEVARD REQUIRED = 14 OVERSTORY, 27 UNDERSTORY, 40 SHRUBS PROVIDED* = 14 OVERSTORY, 27 UNDERSTORY, 42 SHRUBS THE EAST PROPERTY LINE SOUTH OF LAKE SUSAN ABUTS A MIXED USE ZONE, THEREFORE BUFFERYARD C IS REQUIRED. BUFFERYARD C REQUIRES 20' MIN. BUFFER AREA WITH 3 CANOPY TREES, 6 UNDERSTORY TREES, AND 9 SHRUBS PER 100' L.F. TOTAL BUFFER YARD C LENTH = 299.8 L.F. OF UNPAVED SURFACE REQUIRED = 9 OVERSTORY TREES, 18 UNDERSTORY TREES, AND 81 SHRUBS PROVIDED* = 9 OVERSTORY TREES, 19 UNDERSTORY TREES, AND 23 SHRUBS * CONIFER SUBSTITUTION RATE: 8' CONIFER = 1 OVERSTORY TREE 6' CONIFER = 1 UNDERSTORY TREE PILLAR MONUMENT SHREDDED HARDWOOD MULCH OVER FILTER FABRIC G SOD (TYP.) POLY EDGING (TYP.) 11-SDL \ 4-NF \ i G SOD 4-KFG 1-PH PILLAR MONUMENT AND LANDSCAPE PLAN SCALE 1"=5' FIRE PIT AND LIMESTONE OUTCROPPING EXAMPLES NOT TO SCALE ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAx www.alliant-inc.com F- H O 1n W Z Z_ Z W a N Z Uj a U I hereby certify t specification, or prepared by me direct supervision am a duly Licen: LANDSCAPE ARCHI the laws of the MINNESOTA Q W 0 Z J W Oct W r_ 0 Z m W U LU a M N W Z Q C_ v G Q M Z IL iat this plan, eport was >r under my and that I ed rECT under hate of MARK KRONBECK, PLA, ASLA Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MK DRAWN: JG PROJECT NO: 216-0199 WA SHEET 27 of 29 PLANTING HOLE DIMENSIONS ( MINIMUM WIDTH DOES NOT APPLY IN MASS PLANTING BEDS) ALL VALUES ARE AS FOLLOWS: B APPROXIMATE P IN TO A MINIMUM ) PLANT TYPE PLANT SIZE ( ) ( HOLE HOLE DEPTH (1 AND INCLUDING 4 ) CONIFEROUS TREES DECIDUOUS& ORNAMETAL TREES (SPF DECIDUOUS SHRUBS CONTAINER GROWN PLANTS I VINES SOIL TING q T PLANTING C LOOSENED GRADE I1- '1 SOIL S MULCH FINISHED MULCH 31 B B VARIABLE 12" .!- BALLED & BURLAPPED BARE ROOT STOCK STOCK(TREE SPADE) MACHINE -TRANSPLANT STOCK I. -SCARIFY SIDES AND BOTTOM OF HOLE. t.""SCARIFY SIDES AND BOTTOM OF ROLE. i."SOAK ROOTS IN WATER FOR AT I "'SCARIFY SIDES AND BOTTOM OF HOLE. 2."PROCEED WITH CORRECTIVE PRUNING LEAST ONE HOUR BUT NOT MORE THAN 2'"ADD CORRECTIVE PRUNING. 24 HOURS PRIOR TO PLANTING ASDIRECTED LANTON THE ENGINEER AS PROCEED WITH YTHEECORRECTIVE PRUNING WAS PREVIOUSLY ON NATIVE SOIL AT SAME DEPTH AS IT 3'"SET PLANT ON UNDISTURBED NATIVE SOIL AS DIRECTED BY THE ENGINEER, 2."'SCARIFY SIDES AND BOTTOM OF WAS PREVIOUSLY GROWN OR THOROUGHLY COMPACTED PLANTING SOIL. HOLE. 4 "PLUMB AND BACKFILL WITH THE PLANTING SOIL. INSTALL PLANT 50 THE ROOT FL ARE IS AT OR UP OF SOIL ASS TO REDIRECT AND NDPEOUTSIDE 31"PROCEED DIRECTITH ED ' S.-WATER TO SETTLE PLANTS AND FILL VOIDS. OF SOIL MASS TO REDIRECT AND PREVENT PRUNING AS DIRECTED BY THE TO " ABOVE THE FINISHED US GRADE WITH BURLAP CIRCLING FIBROUS ROOTS, AS NECESSARY. ENGINEER. AD -AFTER ADJACENT TOTHEPLANTING, LOOSENOVER SOIL IMMEDIATELY A.-IBACE ILL TO. (ITHINA TNTACAPPROXIMATELY WATER SFER TOHOLE. NT SET FROM ADJACENT TO B"ANDA MINIMUM SOIL DEPTH OA MINIMUM 4 ""BACKFILL TO WITHIN APPROXIMATELY SOIL PLANT ON UNDISTURBED NATIVE WATERTOHOLE. SET PLANT APPROXIMATELY THE DISTANCE OF 18" AND A MINIMUM DEPTH OF MT'. 12� OF WATERHETOP OF THE REMOVE THETOL,THEN SOIL ORTHOROUGHLYINSTALL COMPACTED ROOT FLASOILEL VATIONATELYADTHE WATERPLANT. REMOVE THE TOP I/30F PLANTING SOIL. INSTALL PLANT SO THE FINISHED SOIL ELEVATION. SPREAD �"WATER THOROUGHLY WITHIN 2HOURS THE BASKET OR THE TOP TWO HORIZONTAL TOP OF THE ROOT FLARE IS AT OR UP TO 2" ROOTS OUT EVENLY PLUMB AND 8"PLACE MULCH WITHIN 48 HOURS OF THE SECOND RINGS WHICHEVER IS GREATER. ALSO ABOVE THE FINISHED GRADE. REMOVE OR IMMEDIATELY BACKFILL WITH THE WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. REMOVE ALL BURLAP AND NAILS FROM THE CORRECT STEM GIRGLING ROOTS. PLANTING SOIL TOP 113 OF THE BALL. REMOVE ALL TWINE. 5l"WATER TO SETTLE PLANTS AND 9 "'STAKE AND GUY TO PROVIDE ADDITIONAL SUPPORT REMOVE OR CORRECT STEM GURGLING 5"PLUMB AND BACKFILL WITH THE FILL VOIDS. BETWEEN THE STEM AND ROOT BALL AS NECESSARY OR ROOTS. PLANTING SOIL. SPECIFIED. 5"PLUMB AND BACKFILL WITH THE 6"WATER THOROUGHLY WITHIN2 PLANTING SOIL. B."WATER TO SETTLE PLANTS AND FILL HOURS. 6.-WATER TO SETTLE PLANTS AND FILL VOIDS. T-INLACE MULCH WITHIN 48 HOURS OF VOIDS. 7 "WATER THOROUGHLY WITHIN 2HOURS, THE SECOND WATERING UNLESS SOIL 7,"WATER THOROUGHLY WITHIN 2 HOURS, MOISTURE IS EXCESSIVE. B."PLACE MULCH WITHIN 48 HOURS OF 8"PLACE MULCH WITHIN 40 HOURS OF THE MINIMUM TREE SPADE SIZE REQUIREMENTS THE SECOND WATERING UNLESS SOIL SECOND WATERING UNLESS SOIL MOISTURE MOISTURE IS EXCESSIVE. IS EXCESSIVE 9.'"STAKE AND GUY TO PROVIDE ADDITIONAL SUPPORT BETWEEN THE STEM AND ROOT BALL AS NECESSARY ORSPECWIED. PLANTING DETAILS FOR ISOLATED PLANTING LOCATIONS SPADE DIAMETER OAK TREES DECIDUOUS/ CONIFEROUS SIZE'C' CALIPER ORNAMENTAL TREES, HEIGHT TREES CALIPER_ 42" i' to 1.5' NO' 2' to 3' To 7' 60" SO 2.5' 3' to 4' T UG 9' TB" 2.5'108,5 d'[o 6' 9'Eo14' 85" 3.5' to 5' 6' to 8' PV t0 18' INPLACEWALL CHAIN-LINKFENCE FASTEN LOOSELY TO FENCE WITHBIODEGRADABLE STRING, FASTEN LOOSELY TO LATH GENERALNOTE WITH BIODEGRADABLE STRING II ALL PLANT STOCK MUST BE ACCEPTED IN ACCORDANCE 1"X 36" WOOD LATH. DRIVE 12" OF MNDOT 3861 PRIOR TO FOLLOWING THE STANDARD INTO SOIL AT AN ANGLE SO THAT PLANTING DETAILS. PLANTING SOIL IS A COMBINATION THE TOP RESTS SNUGLY ON THE OF THOROUGHLY MIXED EXISTING SOIL AND COMPOST WALL OR FENCE. MIX ANCHOR ANY OTHER SPECIFIED AMENDMENTS. MULCH CONTINUOUSLY; UP > NOTE: TO 5' BEYOND TERMINAL VINE. 1."HOLE DEPTH FOR a&BAND CONTAINER PLANTS c SHALL NOT EXCEED MEASUREMENT FROM ROOT FINISHED GRADE FLAIR TO BOTTOM OF SOIL BALL. NOTE: MIN. 2' PLANT ACCORDING TO PLANTING DETAILS ABOVE AS APPLICABLE. MIN. 2' VINE PLANTING DETAIL CfffOF ENGINEERING PLATE PLANTING DETAILS FOR itEVISED: ,-,o FILE NAr,E:o:\ENo\sPEcs\ 5309 DE I TYPICAL INDIVIDUAL PLANTINGS V A DOUDED LAYERED CYLINDER USING GRID i!"FOCO OVER ME TOP EDGE OF THE - CLOTH). GALVANIZED WELDED WIRE MESH (HARDWARE GLO1H). GALVANIZED HOPE (HIGH DENSITY POTTOM TABS. NWAR S THE THREE BOTTOM TABS. OVERLAP THE CUT END 2", 2.'"DRIVE TWO 1" x i" OPPOSING HEARTWOOD WHITE OAK 211BEND THE HDPE INTO A CIRCLE WITH STAKES INTO THE GROUND 7- FROM THE CENTER R THE THE SIDE TABS ON THE OUTSIDE OF TREE STEM. 24" MIN. HT, FOR DECIDUOUS THE CIRCLE. THE MESH CYLINDER TO THE OUTSIDE OF THE TREES AND 12" MIN. HT. FOR PINE TREES 3.*"ALIGN WE HINGES AND BEGIN - - STASECURE STAKES USING EITHER SCREWS AND WASHERS OR SLIDING THE 1 4" GALVANIZED WIRE / TIES ALONG THE OVERLAP. SPACE RATCHEIMATEL STAKE WI1H HOOT( THROUGH ME ( ) 4 APPROXIMATELY $ ON CENTER ALONG THE OVERLAP, HINGES TO INTERCONNECT THE HOPE -) "SCREWS SHALL BE ROUND HEAD GALVANIZED 1/8" CIA. x AFTER SLIDING THE WIRE )TI 3/4 LONG YAiH WASHERS, ME BOOK ALL THE HINGES, TURN THE HOOK OR 15 WIRE MESH TOWARDS THE INSIDE OF THE HOPE '"RATCHET -LOCK TIES SHALL BE NYLON AND AT LEAST 8" 4.-"PUSH THE STAKE INTO THE GROUND, - ONO. STAKE A MINIMUM OF 12". DRIVE 61% LANDSCAPE STAPLES (6" LENGTH, 2 PER THE LOWER EDGE OF TNT MESH CYLINDER i" TAB) THE HOLES IN BELOW BELOW THE SOIL SURFACE WITHOUT DISTURBING THE TIME BOTTOM THE 3 BOTTOM TABS AT OPPOSITE ROOTS, ANGLES TO SECURE RE NDPE TO G THE GROUND. BEDGES WILL NOT BE PERMITTED AT THE TOP OF THE CLUBBED, R. CUT THE STAKE FLUSH WI1H THE TOP OF THE CYLINDER. WITHIN THE CYLINDER SHALL NOT NOT E3" DEPTH AND SHALL BE 6.""MULCH WITHIN THE CTUINDER SHALL NOT EXCEED 3" 12" MIN. PULLEDD BACK ACK FROM THE TRUNK AS DEPTH AND SHALL BE PULLED BACK FROM THE TRUNK AS IN MULCH PLACEMENT MU SPECIFIED IN MULCH PLACEMENT DETAIL DETAILSMOOTH DETAIL Ze+THE BOTTOM WHRL OF PINE BRANCHES MAY HAVE TO BE 6,"-THE BOTTOM WHORL OF PINE REMOVED TO PERMIT INSTALLATON OF 12 MIN. HEIGHT BRANCHES MAY HAVE TO BE RODENT GUARDS. REMOVED TO PERMIT INSTALLATION J OF 12" MIN. HEIGHT RODENT GVARDS. - INSTALL ON ALL DECIDUOUS AND PINE TREES, DO NOT INSTALL ON SPRUCE NEES. 7.--INSTALL ON ALL DECIDUOUS AND PINE TREES DO NOT INSTALL ON �- SPRUCE TREES, RODENT PROTECTION DETAIL (OPTION 1) x r AL 13 R 4 -AXR j An $ a"u o..'4u 14 f ,IYI a Hf t 1. nP A LF r1 � A o-L C \'� IF vmARH?$ tP T d `fi T4" R��p1-9U 3`..fZ iXl" y- .. 5°t .."0 iyA TX - 24' MIN, HT, FOR DECIDUOUS GENERAL NOTES REES TAND 12" MN HT. FOR SEE SPECIAL PROVISIONS FOR SPECIFIC PROJECT REQUIREMENTS. PINE TREES t '" i/V GALVANIZED WIRE THE PLANING DETAILS REPRESENT ADEQUATELY DRAINED SOIL SLAKE W iH HOOK CONDITIONS. ME CONTRACTOR SETTING PLANTS THIG OR SHOULD EXERCISE DISOTS OR IN HI i HIGHER N POORLY DRAINED SOTS OR USING NTNG ALTERNAIVE PLANING DETAILS 0 E LS N SHEET B. PLANTING HOLE AND THE CONTRA 1 CONTRACTOR S RESPONSIDLE FOR PROVIDING ADEQUATE DRAINAGE OVATE RA RAGE R HEAVY pORLY GRAINED R IMPERVI I 50 LS IJO ALBS -RIG H DENSITY POLYETHYLENE.OUS OEM CULTIVATION a BROWN IN COLOR LOOSEN ALL ISOLATED TREE PLANTING LOCATIONS AND PLANING BEDS TO A MINIMUM DEPTH OF 12". SOIL AMENDMENTS SHALL BE APPLIED " 6" LANDSCAPE STAPLE DURING CULTIVATION. 12' MIN, 2 PER TAB BACKFILL SOIL USE CULTIVATED AND AMENDED SOIL EXCAVATED FROM PLANTING HOLES. REMOVE ALL DEBRIS INCLUDING ROCKS LARGER THAN 3" DIAMETER. FERTILIZER MND OT NUH / COMPOST Mn/DOT 3e90 TOP TAB XIFOUD ONE MATERIAL Mn/OOT 3882 TYPE 6 UNLESS OTHERWISE SPECIFIED. +3.rHINGE"MULCH MASS PREPARE PLANT SPACING OF _ R LESS. PLANT IN STAGGERED - ROWS ON THE PERIMETER FIRST, THEN UNIFORMLY FILL IN WITH REMAINING QUANTITY. USE TRIANGULAR SPACING UNLESS SPECIFIED OTHERWISE PROVIDE 5' RADIUS CLEAR OF SHRUBS AROUND EACH MASS PLANTING DECIDUOUS TREE AND 6' RADIUS AROUND EACH EVERGREEN TREE, THIS RADIUS (CLEARANCE/ SHALL BE MEASURED FROM THE CENTER OF THE TREE TO THE CENTS OF THE SHRUB. NOTIFY ENGINEER OF GROSS .: PLANT QUANITY SURPLUS OR DEFICIENCY IMMEDIATLEY, MASS MULCH PLANT SPACINGS OF --- OR LESS. LLJ B01TOM,TAB (TILD TREE PAINTING PART OAKS. LINGERS, LOCUSTS, MAPLES, CRABAPPLES AND MOUNTAIN nSH. ONLY UNDILUTED uX 16RIIXE WHITE LATEX PAIN nI FF EMMTE. • 24' SIZE FOR T ' DECIDUOUS If V.l "" ° ° PLANING 12" SIZE FOR is• } 15" 1 15" k CONIFEROUS TREES. PREVAILING WIND'S 3.25" MIN. RIGIDLAMSEA SEAMLESS. T. EXTRUDED TWIN -WALL , POLYPROPYLEENE TUGS H9E1"+ A LASER RODENT PROTECTION DETAIL (OPTION 2) NETTING LINE PERFORATION AND AN LASER LINE OUTWARD -FLARED TOP RIM. PERFORATION 2,-SECURE THE SHELTER WITH NYLON NOTES: TUBE SHELTER RACHET-LOCKING TIES ATTACHED TO A V"STEEL POSTS TO BE NOTCHED OR DRILLED TO WATERING V x V WHITE OAK STAKE TO PREVENT j5T7p1C� DISLODGING OR TWISTING. IMBED THE RETAIN GUY WIRES. PLACE OUTSIDE OF ROOT GI/IOEUNES (LENGTH VARIE"}b I BOTTOM OF THE TUBE A MINIMUM OF SOPS DRIVE PLUMB REGARDLESS OF GROUND 1" BELOW THE SOIL SURFACE WITHOUT 7' ROLLED STEEL_ RELEASABLE IV DISTURBING THE TREE ROOTS. 2.^REINSOLE ID SUBSTITUTE RUBBER HOSE AND POST NEON DOT 3403 RATCHET BE TO WIRE GUYING SYSTEMS WILL NOT BE OR APPROVED EQUAL. SECURE STAKE IN -i MI 3.""INSTALL A PLASTIC PHOTODEGRADABLE APPROVED. NETTING COVER AND SLEEVE OVER THE 18" LONG FORMED TUBE RECESS TOP OF THE TUBE TO PREVENT 3.°�iREE STAKING IS NOT REQUIRED UNLESS WREA ENTRAPMENT OF BIRDS. PULL NETTING SPECIFIED R NECESSARY TO MAINTAIN TREES POLYPROPYLENE OR DOWN AS SHOWN. IN A PLUMB CONDITR WHERE VANDALISM, POLYETHYLENE 40 MIL, N SOIL, OR WIND CONDITIONS ARE A PROBLEM, 1.5" WIDE STRAPS. -4 OR AS REQUESTED BY THE ENGINEER. ATTACH MW 10 ga WIRE. SEEDLING TREE SHELTER DETAIL 4.-MEMOVE AFTER ONE YEAR. PAINT "FREE RESPECT STATED DIMENSIONS BEFORE SCALING FROM PLAN. PLANT TYPE AVERAGE AMOUNT OF WATER PER APPLICATION IN GALLONS MACHINE TRANSPLANTED TREES 50 - 100 42' AND UP BARE ROOT TREES 15 BALLED k BURLAPPED SHRUGS iQ BARE ROOT OR CONTAINER SHRUBS 7 WOODY SEEDLINGS 4 PERENNIALS AND VINES 3 IT IS THE CONTRACTOR'S RESPONSIBILITY TO MONITOR AND MAINTAIN SOIL MOISTURE AT ADEQUATE BUT NOT EXCESSIVE LEVELS THE ABOVE LISTED APPLICATOR AMOUNTS ARE GUIDELINES, NOT REQUIREMENTS. CIRCUMFERENCE FROM GROUND LINE TO IST MAJOR BRANCH. 10'. 2,2 LB. FLANGED CHANNEL STEEL SIGN POST AAF/DOT 3401) OR APPROVED EQUAL, UNDISTURBED SOIL LOOSENED SOIL WITH SOIL AMENDMENTS MULCH FINISHED SOIL- ELEVATION LOOSENED SOIL. FINISHED GRADE Z MIN. 12" LOOSENED g SOIL WIN SOIL AMENDMENTS APPLICABLE TO DECIDUOUS TREES d' B) OVER 4" CALIPER AND EVERGREEN PRESS OVER IQ HT, STANDARD TREE LARGE MACHINE PLANTING SOIL UNDISTURBED SOIL STAKING XX GUYING DETAIL TRANSPLANT TREE a f OF ENGINEERING PLATE: S� REVISED: 1-10 FILE NAME: G:\ENG\SPECS\5311 DEPARTMENT 5311 PLANTING DETAIL EXISTING GRADE CUTAREA PLANT ACCORDING TO PLANTING DETAILS, AS APPLICABLE. ON L2 SLOPES OR GREATER. DO NOT CONSTRUCT THE UPHILL HALF OF THE WATERING BASIN, ON WET, POORLY DRAINED SOILS, DO NOT CONSTRUCT BASI N. IN. NOTES: 1.'"BARE ROOT PERENNIALS MUST BE INSTALLED IN THE SPRING SY JUNE IST. IF PLANTING IN FALL, FOLLOW FALL DECIDUOUS PLANTING DATES. 2 ^ACTUAL DATES MAY CHANGE DEPENDING UPON SEASONAL CONDITIONS, AS DETERMINED BY THE ENGINEER. 3 "FALL PLANTING MAY NOT BE RECOMMENDEDORALLOWED. SEESPECIAL PROVISIONS FOR SPECIFIC PROJECT REOUIREMENTB THE FOLLOWING W NG BARE ROOT PLAINS ARE NOW HA THORN, RUS I FOR OLIVE,ALL DOGWO IDN HAWTHORN, HAC RUSSIAN OLIVE DOGWOOD POPLAR HACKBER LINOCNION MOUNT IN ASH, MD HONEYLOW, CRABAPPLE, BIRCH MOUNTAIN ASH, MAPLE, WILLOW, CRABAPPLE, 5' FOR CDECIDUOUS ONIFEROUS TREES INDICATES PROJECT LOCATION PLUMiCHERRY, OAKS, AND Sl1NiAG. 8' FOR CONIFEROUS TREES HOLE EXCAVATION WIDTH IN ACCORDANCE Willi MINIMUM ON STANDARDPLANTI GDE AIL (A) PREPARED PLANTING BED ILL SOIL (THOROUGHLY LOOSENED) MULCH FINISHED GRADE KEY SPRING I FALL PE ENIALS CONIFEROU DECIDUOUS DE IDUOUS SEEDLINGS SEEDLINGS DECIDUOUS DECIDUOUS CONIFEROUS ONIFEROUS MAY1 APRIL21 APRIL 21 APRIL 21 OCT_1 AUG 25 1 ®TO TO TO TO TO TO DUNE 15 JUNE,1 JUNE 1 JUNE 1 NOV i SEPT, 15 MAY APRIL7 APRLi APRIL OCT, 40 AUGA G,2 2 ® JUNE is MATYD17 )ONE I MAY17 NOV 15 SEPTOI5 PLANTING DETAIL FOR MASS PLANTING BEDA OPTIMUM PLANTING DATE ZONES IN MINNESOTA 41S ZONE I WRIGHT HENNIPEN McLEOO Ex .___ SIBLEY PLANT HARDINESS IN " CHANHASSEN IS ZONE 41a AVERAGE ANNUAL EXTREME MINIMUM TEMPERATURE RANGE FOR ZONE 4b.IS -25 TO -20 DEGREES (F) ALL PLANT STOCK SHALL BE DEEMED ACCEPTABLE FOR HARDINESS 1.`"IFH I$HARDY'10 THE MINNESOTA ZONE UK WHERE THE PROJECT SITE IS LOCATED AND! OR A"PLANT STOCK CAN BE DOCUMENTED AS e`"PLANTSTOCK, IF GROWN OUTSIDE THE ACCEPTABLE CONTINUOUSLY GROWN FOR AT LEAST THE LAST GROWING RANGE LIMITS, CAN BE DOCUMENTED AS TWO YEARS WITHIN THE ACCEPTABLE LIMITS HAVING THE SEED SOURCE AND ROOT AND GRAFT ZONES 3AOR 5 SHOWN ON THE ACCEPTABLE PLANT STOCK ORIGINATING FROM WITHIN THE ACCEPTABLE STOCK GROWING RANGE ABOVE. GROWING RANGE LIMITS, ACGEPTA@LE PLANT STOCK CJYRNIfdGRAYOE LIMIYB SOURCE'. DEDAPLANTHARDIWASZ00EMAP REVISED: NAME: ENGINEERING PLA 3-14\ENG\SPECS\5310 JFILE DEPARTMENT DEAD BRANCH B C BRANC�I COLLA 1 I tI``t I� INCORRECT CUT (TOO CLOSE) RESULTING IN DISCONTINUOUS CALLUS FORMATION BRANCH BARK RIDGE AFTER ONE SEASON OF GROWTH. CORRECT CUT (LEANING BRANCH COLLAR BUT NO SITEU RESULTING IN CONTINUOU5 S DOUGHNUT SHAPED CALLUS FORMATION B AFTER ONE SEASON OF GROWTH. LIVING BRANCH C STEPS TO PRUNING q ACUT PART WAY THROUGH THE 1 BRANCHNCH AT POINT A. B 0 1+'THEN CUT COMPLETELY THROUGH BRANCH FROM POINT B TO A. ,--NOW CUT FROM POINT C TO U. ! FDISH HARD o q A 0 FIND, DROP A PLUMB LINE VERTICALLY DOWN ID -BRANCH COLLAR REIN POINT X. THE AGUE TELY N SHOULD BE APPROXIMATELY EQUAL TO x-c-B PRUNING NOTES SOME CONIFERS I -LEAVE BRANCH COLLAR (C TO 0) z+*DO NOT FLUOR CUT (C TO X) 3.4'DO NOT LEAVE STUBS (B TO A) CROP CROTCH PRUNING IS 4.""BEST TIME TO PRUNE IS LATE USED FOR REDUCING ME 6 DORMANT SEASON OR EARLY SPRING, HEIGHT OR LENGTH OF MAIN A CORRECT TOO TOO UN STEMS OR BRANCHES BY C PRUNING CLOSE LONG SLANTED AUDIO PRUNING OAKS IN APRIL, MAY. CUTTING BACK TO A LARGE CUT JUNE OR JULY. LATERAL BRANCH. 6.-"IMMEDIATELY PAINT OAK WOUNDS MADE IN APRIL, MAY. JUNE OR JULY WTI LATEX PAINT R SHELLAC, D /III III" Ilan DROP CROTCH OR CUTTING BACK BRANCHES SMALLER THEN 2" R DIAMETER SHOULD BE CUT JUST BEYOND A LATERAL BUD OR PRUNING SMALL BRANCHES ANOTHER SMALL LATERAL BRANCH, THE IDEAL CUT SHOULD BE SHARP, PRUNING DETAIL$ ($hll]O Meth Od) CLEAN, AND MADE ON A SLIGHT ANGLE. SIGNIFICANT TREES NEAR THE PROPOSED CONSTRUCTION LIMITS WILL BE IDENTDED IN THE PLAN R BY ME ENGINEER AND PRESERVE) BY THE CONTRACTOR, NOTES: "�EEPROTECVON f.-PLACE ME TEMPORARY FENCE. 2,"REDUCE SLOPE ROUNDING WHERE ROOT ZONES WILL BE DISTURBED BY NORMAL SLOPE ROUNDING, AS APPROVED BY THE ENGINEER, 3."*VARY BACK SLOPE STEEPNESS TO AVOID TREE LOSS OR UNNECESSARY ROOT DAMAGE, AS APPROVED BY E ENGINEER. TEMPORARY PENCE REDUCE NRMALD ROUNDINGG i2 N t''Y" i tlt 1' ��iruli�� i fill g INSTALL GRANULAR FILTER 11'EXCAVATE HOLE OR BED MALLOW PLACING THE TOP OF THE ROOT MASS T `UY 1°'EXCAVATE HOLE OR BED TO ALLOW HIGHER THAN FINISHED GRADE. PLACING THE TOP OF ROOT MASS 1'4' 1. 11,1$'FALL 4" MINIMUM DIAMETER DRAIN TILE H IHER THAN PI NIGHED GRADE DAYLIGHTING AT A LOWER GRADE, AS 2 B DIAMETER APPROVED BY THE ENGINEER. THROUGH IMPERVIOUSRDPANSO OR POOR ROUGH OR POORLY TO E PLAN INGA(SHEET DRAINED HARD RAN SOIL LAYER TO O PLANTING D PLANTING DETAILS { S(1E£TN . ADEOUA ELY DRAIN SUBSOIL. 3 THOUROUGHLY BACKFILL AUGER HOLESWITH A UNIFORM INCORPORATED - -. MIXTURE Or'50%SAND ANDKY, '." •• INFLACE SOIL. •.. 4 COMPLETE PLANTING ACCORDING INSTALL MINI -BERM TO PLANING DETAILS ( SHEET A) NOT 1:`EXJCAVATE HOLE OR BED IMTHE DEPTH THE NEED FOR USING ALTERNATIVE OF THE ROOT MASS, 2 -SET MASS IN HOLE. PLANTING DETAILS AND WHICH TYPE TO 3" "CONSTRUCT BER WITH SANDY LOAM USE SHALL BE DETERMINED BY THE TOPSOIL. EXTEND THE BERM BASE TO A CONTRACTOR AND SUBJECT to WIDTH OF 3 TIMES THE BERM HEIGHT, APPROVAL BY THE ENGINEER. 4.-COMPLETE PLANTING ACCORDING TO PLANTINGDETAILS (SHEETA) . ALTERNATIVE PLANTING DETAILS FOR POORLY DRAINED SOIL SUBSIDING OR DETERIORATING MULCH SHALL BE ACCEPTABLE THROUGHOUT THE CONTRACT PERIOD PROVIDED THE MULCH DEPTH IS MAINTAINED AT A MINIMUM 3" DEPTH AT ALL TIMES AND UPON FINAL ACCEPTANCE. OPERATIONS AVEMULCONALL BE MINATED THE ULCHWI WHEN II CONTRACTOR'S OPERATIONS HAVE CONTAMINATED THE MULCH 4VDti SOIL. NOTE: I. -REMOVE MULCH PLACED TO ADEPTH GREATER THAN THAT SPECIFIED WHEN DIRECTED BY THE ENGINEER, 2'"PULL MULCH BACK NO LESS THAN 3" AND NO MORE THAN 6" FROM THE TRUNK w x CENTER OF EDGEOF DEPTHOF DFDOI OF TYPE OF PLANT PLAN TO BRANCI'INGTO MULCH MULCH MULCH LINE MULCH LINE CONIFEROUS TREES VARIES 3'FAN. IV-W 4•.W DECIDUOUS TREES B' MIN. NLA A^ 6` 4"- g" CON/ FOCUS SFIF:UBS VARIES TPAIN, 3"-w 4'L 6" DEG UJOUS SHRUBS 3' IN MA 4"_ IF 4"_6" VINES 21 AIV. NA T",W 4"-IS PERENIAIS. VARIES TMIN. 2"-4' 2"-4" MAGfiINETRANSPLMlTfD TREES 12"BEYOND ELIDE DF HOLE 4"-B" 4° B` MULCH MACT CLNI DETAIL PLANTING DETAILS FOR 5310 STEEP SLOPES/MASS BED PLANTINGS NOTES: -* I. -REDUCE COMPACTION ON ROOT SYSTEMS �y WHERE IT OCCURS BY DRILLING 50 -Urn (2°) DIAM. HOLES IN THE SOIL TO A DEPTH OF Y 450 m. (13"). BEGIN 3' FROM THE TREE 1RUNK AND CONTINUE AT 2' INTERVALS IN -� CONCENTRIC RINGS OUT TO TIE PROTECTION R ROOT SYSTEM BRIDGE ZONE 3 OF ROOT DAMAGED TREES W B LL E VIBRATORY PLOW REQUIRED REOUIREO TO MAINTAIN ADEQUATE BUT NOT EXCESSIVE SOIL MOISTURE TO A DEPTH OF 5ffiHM THE UNDISTURBED PORTION OF M ME IMPACTED TREE DRIPLI E. N 1 ST *A 6 INCH LAYER OF WOODCUTS MULCH PLACED OVER A TYPE ill ((3733) GEOTEXPLE FABRIC MAY BE USED IN LIEU bF THE ROOT SYSTEM BRIDGE. 4.• WHEN DESIGNATED TN THE PLAN OR WHEN DIRECTED BY THEENGINEER. A IRE ROO IALL E TB AT THE CONSTRUCTION LIMITS SHAH BE CUT CLEANLY TO ME MAXIMUM DEPTH ROOT SYSTEM BRIDGE AND VIBRATOROY PLOW FOR coNSTHER AN1 WITH a VIBRATOR VIBRATION.- PLOW OR OTTER AP ROVER ROOT CUTTER PRIOR EXCAVATION, ROOT ENDS EXPOSED VATIONTAGI B EXCAVATION AGITATES ELY SHALL BE IMMEDIATELY COVERED A B' IA COVERED LATER S ILL, ADJACENT SOIL BACKFILL, TA HATEREMADE, OR INSTALL RETAINING WALL AS DESIGNATED IN THE PLAN OR WHEN DIRECTED BY THE TUNNEL ENGINEER. PROTECTION ZONE 5"°IF CONSTRUCTION VEHICLES MUST PASS OVER ROOT ZONES, CONSTRUCT ROOT SYSTEM BRIDGES WITH STEEL PLATE SUPPORTED ON WOOD EMBERS PLACED RADIALLY TO THE TREE TRUNK. TREE PROTECTION 29NE WEE DIAMETER AT s MINIMUM DISTANCE FROM 4.5' ABOVE GROUND FACE OF TREE TRUNK 0"-2" 3 -4 4 5 -9 6 0 -14 10 15 -19 12 ig + 15 'MEN UTILITY INSTALLATIONS MUST WON UTILITY INSTALLATION TUNNEL WITH THE TREE PROTECTION ZONE, AS DEFINED IN THE ABOVE CHART, THE CONTRACTOR SMALL BORE (TUNNEL) UNDER TREE ROOTS THAT ARE TO BE PRESERVED ME CONTRACTOR SHALL BORE AT A MINIMUM DEPTH OF 24' BELOW THE GROUND SURFACE WITHIN THIS ZONE ROOT PROTECTION AND TRENCHING DETAILS P.. P-1n 11- A... 00 NOT ENTER THE FENCED AREA We appreciate your cooperation to protectconstruction during i FURNISH AND INSTALL TEMPORARY FENCE AT THE TREVS DRIPLINE FABRICATE 12" X 9"X 3/8" SIGN WIN 0.75" RADIUS CORNERS OR CONSTRUCTION LIMITS AS SPECIFIED, PRIOR TO ANY CONSTRUCTION. SIGN SHALL BE WHITE WITH BLACK LETTERING. ATTACH SIGN TO POST USING i" LENGTH WOOD SCREWS, PLACED AT 2.5" WHEN POSSIBLE PLACE FENCE 25 FEET BEYOND THE DRIP LINE. PLACE PROTECTION SIGNS ALONG FENCE AT 20'INTERVALB AND 7.3" RESPECTIVELY FROM ME BOTTOM EDGE OF THE SIGN. SLOPE ROUNDING DETAIL TEMPORARY PROTECTION FENCE PLACEMENT DETAIL TREE PROTECTION SIGN DETAIL ANY FILL REQUIRED *MIN THE DRIP LINE OF TREES SHALL BE AN UNCOMPACTED (WITH A COARSE SAND COMPONENT) SANDY LOAM TOPSOIL. EXCESSIVE FILL MAY REQUIRE INSTALLING PERFORATED PIPE WTI AT LEAST ONE OAYUGHTED END OPENING AS AN AERATOR SYSTEM. SANDY LOAM FILL DETAIL aff OF REVISEDa-10 FILE NAME. G:\ENG\SPECS\5372 ENGINEERING PLATE:DEPARTMENT 5372 VEGETATION PROTECTION DETAIL ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAx www.alliant-inc.com Q m Cl) J a 0 o � w a w z �. o Y Cr. w a a Q Z Z CL LLI N U ,^ V)V j Q J W Z a /w Y� CL 1 hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed LANDSCAPE ARCHITECT under the laws of the State of MINNESOTA MARK KRONBECK, PLA, ASLA Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE PROJECT TEAM DATA DESIGNED: MK DRAWN: JG PROJECT NO: 216-0199 28 SHEET 28 of 29 I I I IT, I i I i I v I II _ W—LINE or NF 3EGR2TE 4R ---_ __ WATERS EDGE DRIVE N� N K Z ED E a1 c 0 30 60 120 c m SCALE IN FEET OUTLOT OUTLOT B S M 1 --Nl I I f i I ( I L— APPLE TREE LANE -- - - W. LINEof Q W. QU ARTER o SE�.24 \\ i I .553�OOtl v,L �3nM W ` Q S��1tl�an0Msn� OUTLOT E ~ ::: ':, .::. , B 03K O a� m3 ans' \yes Il�at 7 ,, = o z 5 4 2 o O Y� 0 OM � 2 l LU ,+I o 1 1+00 aAO 'm OUTLOT F� 1 A� P ND i S TA TE HIGH WA Y 10 LEGEND: DRIVEWAY PARKINiG GARAGE PARKING PRIVATE OFF—STREET PARKING PARKING SUMMARY OFF—STREET 23 PRIVATE DRIVEWAY (2/11OUSE) 164 PRIVATE GARAGE (;2/HOUS 164 TOTAL AVAILABLE PARKING 351 STALLS ALLIANT ENGINEERING 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAx www.alliant-inc.com J J am 14 IW M W Q ` O O W a Im Z M X Y Q W ' M Q z Z CL w Z a W a M Q 3 a a I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed PROFESSIONAL ENGINEER under the laws of the State of MINNESOTA MARK RAUSCH, PE Date License No. QUALITY ASSURANCE/CONTROL BY DATE DATE ISSUE 5-19-17 CITY SUBMITTAL PROJECT TEAM DATA DESIGNED: MPR DRAWN: ELL PROJECT NO: 216-0199 29 SHEET 29 of 29