The URL can be used to link to this page

CAS-18_VISTAS AT BENTZ FARM FINAL PLAT DOCUMENTS FILE 2 OF 2TO: CAMPBELL I(NUTSON, P.A. 1380 Corporate Center Curve, #317 Eagan, Minnesota 55121 Telephone: 651A52-5000 ° FAX: 651A52-5550 FILING OF DOCUMENTS COUNTY RECORDER REGISTRAR OF TITLES Please complete, date, and sign this form upon assigning document numbers for the documents listed below and give to the Carver County Abstract & Title Co., Inc representative at the time of recording these documents. Carver County Abstract & Title will email the completed form to Jean Olson at iolson(a)ck-law.com CLIENT/MATTER: CITY OF CHANHASSEN / CHANHASSEN INVESTMENT, LLC VISTAS AT BENTZ FARMS THE FOLLOWING DOCUMENT(S) Abstract Torrent WERE FILED: Document No. Document No. Development Contract (w/Mortgage Holder Consent) Ll (a 3O 9.57) Mortgage Holder Consent to Dev Contract (Bentz) Mortgage Holder Consent to Dev Contract (Gonyea Hms) 6yL y 5 Mortgage Holder Consent to Plat (Bentz) fAl(, k (00 ii 9i3 Mortgage Holder Consent to Plat (Gonyea Hms) rel 1pn. 3 9$` Plat mylar for Vistas At Bentz Farms P54 IDQ, 9S� Conditional Use Permit 2014-18 4YG Partial Release of Mortgage (Bentz) f % /003 957 Partial Release of Mortgage (Gonyea Hms))r Warranty Deed from Chanhassen Investment 9 y( to the City for Outlot A Iftomeowners Association documents: Organizational Resolutions Bylaws _ _ ��""gtlo �Declaration of Covenants, Conditions, JBL ��,d396/ as--e-m¢ents and Restrictions at �`c� o'clock A.Mm on December, 2014, with the County Recorder / Registrar of Titles of Carver County, Minnesota. SIGNED: Thank you! 179608 September 23, 2014 Final Plat for Vistas at Bentz Farm submitted Monday, 9/22/14. Scheduled for October 27, 2014 City Council Meeting. Review conditions below and respond to Bob no later than 10/16/14 Respond to each condition with one of the following: • Condition has been met, Mr. Jason Biederwolf • Condition still applies, or Homestead Partners, LLC • Condition has been modified as follows: 525 15d Avenue South Hopkins, MN 55343 Re: Vistas at Bentz Farm — Planning Case #2014-18 Dear Mr. Biederwolf: This letter is to confirm that on September 22, 2014, the Chanhassen City Council approved the following three motions: A. Rezoning of the property from Agricultural Estate (A-2) to Residential -Low & Medium Density (RLM). The rezoning shall apply only to the platted lots within Vistas at Bentz Farms and exclude the outlots. B. Conditional Use Permit to permit development within the Bluff Creek Corridor. Dedicate Outlot A to the City as permanent open space. C. Preliminary Plat approval for 15 lots, 4 outlets and public right of way with Variances for the use of a private street for a single-family detached subdivision subject to the following conditions: Building Official 1. Provide a 1:200 "clean" plat drawing. 2. Demolition permits are required for the removal of any existing structures. 3. Buildings may be required to be designed by an architect and/or engineer as determined by the Building Official. 4. A final grading plan and soils report must be submitted to the Inspections Division before permits can be issued. 5. Retaining walls over four feet high require a permit and must be designed by a professional engineer. 6. Each lot must be provided with separate sewer and water services. 7. The applicant and/or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. Mr. Jason Biederwolf Vistas at Bentz Farm — Planning Case 2014-18 September 23, 2014 Page 2 of 5 Engineerine 1. The developer shall update the title search for this property and find the documentation for the roadway easement on Parcel 2. 2. The final plan submittal must show the proposed elevation at the proposed building corners. 3. Proposed lots shall be graded to drain away from building locations. 4. The grading plan must show proposed elevations at the center of the proposed driveway at the curb line. 5. The lowest building opening for properties adjacent to an Emergency Over -Flow (EOF) must be a minimum of 1 foot above the EOF elevation. 6. The plans must identify proposed stockpile areas. 7. The retaining wall must be designed by a professional engineer registered in the state of Minnesota. 8. The following materials are prohibited for retaining wall construction: smooth face, poured in place concrete (stamped or patterned is acceptable), masonry, railroad ties and timber. Walls taller than 6 feet shall not be constructed with boulder rock. 9. A Homeowners Association (HOA) must be created to take ownership and maintenance responsibility of the retaining wall and any drain tile that will cross property lines. 10. Curb and gutter are required for the private street. 11. The engineering department's preference would be to remove the farm drives and the culverts underneath them. The developer's engineer shall work with Carver County staff to accomplish this. 12. The proposed watermain pipe shall by C900. 13. An assessment for the Lake Ann Interceptor improvements from 2003 is outstanding for this property. The principal of $187.50 must be paid or reassessed to the individual lots at the time of final plat. 14. An assessment for water and sewer improvements from 2002 is outstanding. The principal of $38,922.00 must be paid or reassessed to the individual lots at the time of final plat. 15. Water and sewer partial hook-ups are due at the time of final plat. The partial hook-up fees will be assessed at the rate in effect at that time. Fire Marshal 1. A three-foot clear space must be maintained around fire hydrants. Mr. Jason Biederwolf Vistas at Bentz Farm — Planning Case 2014-18 September 23, 2014 Page 3 of 5 2. Prior to combustible construction, fire hydrants must be made serviceable. 3. Temporary street signs shall be installed prior to and during construction. 4. Prior to combustible construction, fire apparatus access roads capable of supporting the weight of fire apparatus shall be made serviceable. 5. No burning permits will be issued for trees, brush that is removed. 6. The center island in the proposed cul du sac is not allowed. 7. Submit proposed private street name to Chanhassen Fire Marshal and Building Official for review and approval. 8. An additional fire hydrant will be required at the northwest corner of Galpin Boulevard and Fawn Hill Road. 9. "No Parking Fire Lane" signs will be required on the east side of the private drivetroad. Spacing shall be 75 feet, wording on both sides of posts. Contact Chanhassen Fire Marshal for more information if needed. Natural Resource Specialist 1. Tree protection fencing will be required around any preserved trees. It shall be installed prior to grading. 2. Tree preservation fencing shall be installed at the dripline around tree #432. The applicant shall revise the grading plan to show no grading within a 20' diameter around the trunk of the tree, with the exception of the street installation to the west of the tree. 3. The applicant shall remove all hazard and diseased trees in the bufferyard area prior to final acceptance of the completed development. 4. Each lot shall have a minimum of three trees planted, at least one of those trees must be in the front yard. 5. In the plant schedule, the applicant should correct Picea abies as Norway spruce, not Norway pine. Parks 1. Full park fees in lieu of additional parkland dedication and/or trail construction shall be collected at the time of final plat recording. Mr. Jason Biederwolf Vistas at Bentz Farm – Planning Case 2014-18 September 23, 2014 Page 4 of 5 Plannine 1. The applicant needs to calculate the lot areas of Lots 1 through 4 excluding the lot area encompassed within the private street easement. 2. Lots within the development are limited to single-family detached homes. 3. The applicant shall work with the Carver County Historical Society to create and install a historic marker or plaque for the property commemorating the Lyman Farm. 4. Unless the property to the northwest is combined with the property to the north of this development as a zoning lot, which is ghost platted in conjunction with this plat, the developer will be requir d to show how to this parcel will be accessed and developed. Water Resource Specialist 1. The developer's engineer shall work with staff to provide more clear and concise demarcation of the Bluff Creek Overlay District and the setback from the Bluff Creek Overlay District. - n1 ►r..10 s • I I I • . - - -I.- 16 _ 3. All signage for the Bluff Creek Overlay District shall be installed prior to any earth - disturbing activity unless otherwise approved by the City in writing. r• Rer� c s 4. That portion of the Bluff Creek Overlay District and applicable setback disturbed for site grading shall be vegetated in native vegetation and a planting plan and schedule shall be provided. s p Pr Ie S 5. Outlot A shall be dedicated to the City. t,1— Ae r c-% 6. The swale behind Lots 13 and 14 shall have a drain file installed as part of the site grading and utility installation. This shall be included before final plat approval. s. "rte cS �,,,,�;�---- =--•- �� *-�� due to the lack of adequate separation to watec.fable— twinrtIc" rW7 ,r fi Mr. Jason Biederwolf Vistas at Bentz Farm — Planning Case 2014-18 September 23, 2014 Page 5 of 5 L'a NPDES justify the to the City for review 11. The applicant must comply with the requirements of all other jurisdictional agencies with authority over the project area. 5 k-,-- k*fw=S 12. Surface Water Management connection charges �V5-7- :90 This connection charge will be due at the time of final plat. the to Final plat documents must be submitted to the City 35 days prior to the City Council meeting in which you wish to have your final plat approved. Conditions of the preliminary plat approval must be addressed for final plat approval. Enclosed is the list of items required for submittal for final plat approval. Should you have any questions, please contact me at (952) 227-1131 or by email at beenerous(a�ci.chanhassen.mn.us. Sincerely, Robert Generous, AICP Senior Planner Enclosure cc: Marlene Bentz Mr. & Mrs. Douglas Bentz ec: Kate Aanenson, Community Development Director Todd Gerhardt, City Manager Terry Jeffery, Water Resources Coordinator Jerry Mohn, Building Official Stephanie Smith, Project Engineer gAplanM14 planning casm\2014-18 vistas at bentz fa mal plat\appmval leaa.doex September 23, 2014 Mr. Jason Biederwolf Homestead Partners, LLC 525 15" Avenue South Hopkins, MN 55343 9/24/14 - Todd HJJiWAlyson/Terry/Jerry M./Mark: Final Plat for Vistas at Bentz Farm submitted Monday, 9/22/14. Scheduled for October 27, 2014 City Council Meeting. Review conditions below and respond to Bob no later than 10/16/14 Respond to each condition with one of the following: • Condition has been met, • Condition still applies, or • Condition has been modified as follows: Re: Vistas at Bentz Farm — Planning Case #2014-18 Dear Mr. Biederwolf: This letter is to confirm that on September 22, 2014, the Chanhassen City Council approved the following three motions: A. Rezoning of the property from Agricultural Estate (A-2) to Residential -Low & Medium Density (RLM). The rezoning shall apply only to the platted lots within Vistas at Bentz Farms and exclude the outlots. B. Conditional Use Permit to permit development within the Bluff Creek Corridor. Dedicate Outlot A to the City as permanent open space. C. Preliminary Plat approval for 15 lots, 4 outlots and public right of way with Variances for the use of a private street for a single-family detached subdivision subject to the following conditions: Building Official 1. Provide a 1:200 "clean" plat drawing. 2. Demolition permits are required for the removal of any existing structures. 3. Buildings may be required to be designed by an architect and/or engineer as determined by the Building Official. 4. A final grading plan and soils report must be submitted to the Inspections Division before permits can be issued. 5. Retaining walls over four feet high require a permit and must be designed by a professional engineer. 6. Each lot must be provided with separate sewer and water services. The applicant and/or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. Mr. Jason Biederwolf Vistas at Bentz Farm — Planning Case 2014-18 September 23, 2014 Page 2 of 5 Engineering 1. The developer shall update the title search for this property and find the documentation for the roadway easement on Parcel 2. 2. The final plan submittal must show the proposed elevation at the proposed building comers. 3. Proposed lots shall be graded to drain away from building locations. 4. The grading plan must show proposed elevations at the center of the proposed driveway at the curb line. 5. The lowest building opening for properties adjacent to an Emergency Over -Flow (EOF) must be a minimum of 1 foot above the EOF elevation. 6. The plans must identify proposed stockpile areas. 7. The retaining wall must be designed by a professional engineer registered in the state of Minnesota. 8. The following materials are prohibited for retaining wall construction: smooth face, poured in place concrete (stamped or patterned is acceptable), masonry, railroad ties and timber. Walls taller than 6 feet shall not be constructed with boulder rock. 9. A Homeowners Association (HOA) must be created to take ownership and maintenance responsibility of the retaining wall and any drain tile that will cross property lines. 10. Curb and gutter are required for the private street. 11. The engineering department's preference would be to remove the fano drives and the culverts underneath them. The developer's engineer shall work with Carver County staff to accomplish this. 12. The proposed watermain pipe shall by C900. 13. An assessment for the Lake Ann Interceptor improvements from 2003 is outstanding for this property. The principal of $187.50 must be paid or reassessed to the individual lots at the time of final plat. 14. An assessment for water and sewer improvements from 2002 is outstanding. The principal of $38,922.00 must be paid or reassessed to the individual lots at the time of final plat. 15. Water and sewer partial hook-ups are due at the time of final plat. The partial hook-up fees will be assessed at the rate in effect at that time. Fire Marshal 1. A three-foot clear space must be maintained around fire hydrants. 0 Y Mr. Jason Biederwolf Vistas at Bentz Farm — Planning Case 2014-18 September 23, 2014 Page 3 of 5 2. Prior to combustible construction, fire hydrants must be made serviceable. 3. Temporary street signs shall be installed prior to and during construction. 4. Prior to combustible construction, fire apparatus access roads capable of supporting the weight of fire apparatus shall be made serviceable. 5. No burning permits will be issued for trees, brush that is removed. 6. The center island in the proposed cul du sac is not allowed. 7. Submit proposed private street name to Chanhassen Fire Marshal and Building Official for review and approval. 8. An additional fire hydrant will be required at the northwest comer of Galpin Boulevard and Fawn Hill Road. 9. "No Parking Fire Lane" signs will be required on the east side of the private drive/road. Spacing shall be 75 feet, wording on both sides of posts. Contact Chanhassen Fire Marshal for more information if needed. Natural Resource Specialist 1. Tree protection fencing will be required around any preserved trees. It shall be installed prior to grading. 41-b C t CA -V 11 C_S 2. Tree preservation fencing shall be installed at the dripline around tree #432. The applicant shall revise the grading plan to show no grading within a 20' diameter around the trunk of the tree, with the, exception of the street i s al on o th west of the tree. �r o � � 3. The applicant shall remove all hazard and diseased trees mn the bufferyard area prior to final acceptance of the completed development. 4. Each lot shall have a minimum of three trees planted, at least one of those trees must be in the front yard. S COv-d�ah �S iQ-Wlz�— 5. In the plant schedule, the applicant should correct Picea abies as Norway spruce, not Norway pine. Parks 1. Full park fees in lieu of additional parkland dedication and/or trail construction shall be collected at the time of final plat recording. Mr. Jason Biederwolf Vistas at Bentz Farm — Planning Case 2014-18 September 23, 2014 Page 4 of 5 Plannine 1. The applicant needs to calculate the lot areas of Lots 1 through 4 excluding the lot area encompassed within the private street easement. 2. Lots within the development are limited to single-family detached homes. 3. The applicant shall work with the Carver County Historical Society to create and install a historic marker or plaque for the property commemorating the Lyman Farm. 4. Unless the property to the northwest is combined with the property to the north of this development as a zoning lot, which is ghost platted in conjunction with this plat, the developer will be required to show how to this parcel will be accessed and developed. Water Resource Specialist 1. The developer's engineer shall work with staff to provide more clear and concise demarcation of the Bluff Creek Overlay District and the setback from the Bluff Creek Overlay District. 2. The Bluff Creek Overlay District boundary shall be demarcated with appropriate signage at all points of intersection with lot lines and at all major angle points. This signage shall be show on the plat, site plan and erosion control plan. 3. All signage for the Bluff Creek Overlay District shall be installed prior to any earth - disturbing activity unless otherwise approved by the City in writing. 4. That portion of the Bluff Creek Overlay District and applicable setback disturbed for site grading shall be vegetated in native vegetation and a planting plan and schedule shall be provided. 5. Outlot A shall be dedicated to the City. 6. The Swale behind Lots 13 and 14 shall have a drain rile installed as part of the site grading and utility installation. This shall be included before final plat approval. 7. The pond designs shall include either the installation of forebays as described in the City's Surface Water Management Plan or provide for the installation of environmental manholes or four -foot or deeper sump manholes with a SAFL baffle at CBMH A2 and B2. 8. The filtration bench shall be lined with an impervious geotextile fabric to prevent intrusion of ground water into the trench and due to the lack of adequate separation to water table. t t _AN Mr. Jason Biederwolf Vistas at Bentz Farm — Planning Case 2014-18 September 23, 2014 Page 5 of 5 9. A comprehensive, stand-alone SWPPP document with all elements required by Part III of the NPDES construction permit shall be prepared and submitted to the City for review and comment before final plat approval. 10. The applicant must demonstrate the infeasibility of alternate methods of volume reduction to justify the absence of any volume reducing management practices as is currently proposed before final plat approval. 11. The applicant must comply with the requirements of all other jurisdictional agencies with authority over the project area. 12. Surface Water Management connection charges are estimated to be $57,136.00. This connection charge will be due at the time of final plat. Final plat documents must be submitted to the City 35 days prior to the City Council meeting in which you wish to have your final plat approved. Conditions of the preliminary plat approval must be addressed for final plat approval. Enclosed is the list of items required for submittal for final plat approval. Should you have any questions, please contact me at (952) 227-1131 or by email at beenerousna,ci.chanhassen.mn.us. Sincerely, Robert Generous, AICP Senior Planner Enclosure cc: Marlene Bentz Mr. & Mrs. Douglas Bentz ec: Kate Aanenson, Community Development Director Todd Gerhardt, City Manager Terry Jeffery, Water Resources Coordinator Jerry Mohn, Building Official Stephanie Smith, Project Engineer g:tp1anl2014 planning cases\2014-18 vistas at bentz fa \fiinal plat\approval letter.dmx September 23, 2014 Final Plat for Vistas at Bentz Farm submitted Monday, 9/22/14. Scheduled for October 27, 2014 City Council Meeting. Review conditions below and respond to Bob no later than 10/16/14 Respond to each condition with one of the following: • Condition has been met, Mr. Jason Biederwolf • Condition still applies, or Homestead Partners, LLC • Condition has been modified as follows: 525 15's Avenue South Hopkins, MN 55343 Re: Vistas at Bentz Farm — Planning Case #2014-18 Dear Mr. Biederwolf: This letter is to confirm that on September 22, 2014, the Chanhassen City Council approved the following three motions: A. Rezoning of the property from Agricultural Estate (A-2) to Residential -Low & Medium Density (RLM). The rezoning shall apply only to the platted lots within Vistas at Bentz Farms and exclude the outlots. B. Conditional Use Permit to permit development within the Bluff Creek Corridor. Dedicate Outlot A to the City as permanent open space. C. Preliminary Plat approval for 15 lots, 4 outlots and public right of way with Variances for the use of a private street for a single-family detached subdivision subject to the following conditions: Building Official 1. Provide a 1:200 "clean" plat drawing. 2. Demolition permits are required for the removal of any existing structures. 3. Buildings may be required to be designed by an architect and/or engineer as determined by the Building Official. 4. A final grading plan and soils report must be submitted to the Inspections Division before permits can be issued. 5. Retaining walls over four feet high require a permit and must be designed by a professional engineer. 6. Each lot must be provided with separate sewer and water services. The applicant and/or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. 4 Mr. Jason Biederwolf Vistas at Bentz Farm — Planning Case 2014-18 September 23, 2014 Page 2 of 5 Enidneerm 1. The developer shall update the title search for this property and find the documentation for the roadway easement on Parcel 2. 2. The final plan submittal must show the proposed elevation at the proposed building corners. 3. Proposed lots shall be graded to drain away from building locations. 4. The grading plan must show proposed elevations at the center of the proposed driveway at the curb line. 5. The lowest building opening for properties adjacent to an Emergency Over -Flow (EOF) must be a minimum of 1 foot above the EOF elevation. 6. The plans must identify proposed stockpile areas. 7. The retaining wall must be designed by a professional engineer registered in the state of Minnesota. 8. The following materials are prohibited for retaining wall construction: smooth face, poured in place concrete (stamped or patterned is acceptable), masonry, railroad ties and timber. Walls taller than 6 feet shall not be constructed with boulder rock. 9. A Homeowners Association (HOA) must be created to take ownership and maintenance responsibility of the retaining wall and any drain tile that will cross property lines. 10. Curb and gutter are required for the private street. 11. The engineering department's preference would be to remove the farm drives and the culverts underneath them. The developer's engineer shall work with Carver County staff to accomplish this. 12. The proposed watermain pipe shall by C900. 13. An assessment for the Lake Ann Interceptor improvements from 2003 is outstanding for this property. The principal of $187.50 must be paid or reassessed to the individual lots at the time of final plat. 14. An assessment for water and sewer improvements from 2002 is outstanding. The principal of $38,922.00 must be paid or reassessed to the individual lots at the time of final plat. 15. Water and sewer partial hook-ups are due at the time of final plat. The partial hook-up fees will be assessed at the rate in effect at that time. Fire Marshal 1. A three-foot clear space must be maintained around fire hydrants. Mr. Jason Biederwolf Vistas at Bentz Farm — Planning Case 2014-18 September 23, 2014 Page 3 of 5 2. Prior to combustible construction, fire hydrants must be made serviceable. 3. Temporary street signs shall be installed prior to and during construction. 4. Prior to combustible construction, fire apparatus access roads capable of supporting the weight of fire apparatus shall be made serviceable. 5. No burning permits will be issued for trees, brush that is removed. 6. The center island in the proposed cul du sac is not allowed. 7. Submit proposed private street name to Chanhassen Fire Marshal and Building Official for review and approval. 8. An additional fire hydrant will be required at the northwest comer of Galpin Boulevard and Fawn Hill Road. 9. "No Parking Fire Lane" signs will be required on the east side of the private drive/road. Spacing shall be 75 feet, wording on both sides of posts. Contact Chanhassen Fire Marshal for more information if needed. Natural Resource Specialist 1. Tree protection fencing will be required around any preserved trees. It shall be installed prior to grading. 2. Tree preservation fencing shall be installed at the dripline around tree #432. The applicant shall revise the grading plan to show no grading within a 20' diameter around the trunk of the tree, with the exception of the street installation to the west of the tree. 3. The applicant shall remove all hazard and diseased trees in the bufferyard area prior to final acceptance of the completed development. 4. Each lot shall have a minimum of three trees planted, at least one of those trees must be in the front yard. 5. In the plant schedule, the applicant should correct Picea abies as Norway spruce, not Norway pine. Parks Full park fees in lieu of additional parkland dedication and/or trail construction shall be collected at the time of final plat recording. ip7 LNC 1 Mr. Jason Biederwolf Vistas at Bentz Farm —Planning Case 2014-18 September 23, 2014 Page 4 of 5 Planning 1. The applicant needs to calculate the lot areas of Lots 1 through 4 excluding the lot area encompassed within the private street easement. 2. Lots within the development are limited to single-family detached homes. 3. The applicant shall work with the Carver County Historical Society to create and install a historic marker or plaque for the property commemorating the Lyman Farm. 4. Unless the property to the northwest is combined with the property to the north of this development as a zoning lot, which is ghost platted in conjunction with this plat, the developer will be required to show how to this parcel will be accessed and developed. Water Resource Specialist 1. The developer's engineer shall work with staff to provide more clear and concise demarcation of the Bluff Creek Overlay District and the setback from the Bluff Creek Overlay District. 2. The Bluff Creek Overlay District boundary shall be demarcated with appropriate signage at all points of intersection with lot lines and at all major angle points. This signage shall be show on the plat, site plan and erosion control plan. 3. All signage for the Bluff Creek Overlay District shall be installed prior to any earth - disturbing activity unless otherwise approved by the City in writing. 4. That portion of the Bluff Creek Overlay District and applicable setback disturbed for site grading shall be vegetated in native vegetation and a planting plan and schedule shall be provided. 5. Outlot A shall be dedicated to the City. 6. The swale behind Lots 13 and 14 shall have a drain tile installed as part of the site grading and utility installation. This shall be included before final plat approval. 7. The pond designs shall include either the installation of forebays as described in the City's Surface Water Management Plan or provide for the installation of environmental manholes or four -foot or deeper sump manholes with a SAFL baffle at CBMH A2 and B2. 8. The filtration bench shall be lined with an impervious geotextile fabric to prevent intrusion of ground water into the trench and due to the lack of adequate separation to water table. Mr. Jason Biederwolf Vistas at Bentz Farm — Planning Case 2014-18 September 23, 2014 Page 5 of 5 9. A comprehensive, stand-alone SWPPP document with all elements required by Part III of the NPDES construction permit shall be prepared and submitted to the City for review and comment before final plat approval. 10. The applicant must demonstrate the infeasibility of alternate methods of volume reduction to justify the absence of any volume reducing management practices as is currently proposed before final plat approval. 11. The applicant must comply with the requirements of all other jurisdictional agencies with authority over the project area. 12. Surface Water Management connection charges are estimated to be $57,136.00. This connection charge will be due at the time of final plat. Final plat documents must be submitted to the City 35 days prior to the City Council meeting in which you wish to have your final plat approved. Conditions of the preliminary plat approval must be addressed for final plat approval. Enclosed is the list of items required for submittal for final plat approval. Should you have any questions, please contact me at (952) 227-1131 or by email at bgenerousAci.chanhassen.mn.us. Sincerely, Robert Generous, AICP Senior Planner Enclosure cc: Marlene Bentz Mr. & Mrs. Douglas Bentz ec: Kate Aanenson, Community Development Director Todd Gerhardt, City Manager Terry Jeffery, Water Resources Coordinator Jerry Mohn, Building Official Stephanie Smith, Project Engineer g:\plan\2014 planning cases\2014-I8 vistas at bentz fann\final platapproval letter.dmx SATHRE-BERGQUIST, INC. W _ Q 150 S. BROADWAY, WAYZATA, MINNESOTA 55391 S PVP TEL: (952) 476-6000 FAX: (952) 476-0104 WEB:WWW.SATHRE.COM To: Bob Generous Company/City: City Of Chanhassen Department: Planning Address: 7700 Market Blvd. Chanhassen, MN 55317 ❑ Herewith ❑ Under separate cover Final Plat P=Plan: Ps=Plan set M=Mylar NotesVComments Transmittal Date: December 2, 2014 Job #: 37865-001 From: Sam Trebesch Project: Vistas at Bentz Farms ❑ Fed Ex ❑ Courier ❑ Mail ❑ Hand delivery 0dowevolaws t�N `. U h70 107 t1i98>!v ....; W:\Projects\72905-031 PULTE-DUNKIRK\Info-2009\Correspondence\Transmittal W �N �Q 2 FqS P`p.� 150 SOUTH (952) December 2, 2014 SATHRE-BERGQUIST. INC. BROADWAY, WAYZATA, MINNESOTA, 55391 476-6000 FAX (952) 476-0104 The responses to the review letter comments are listed below. (SBI Responses in Blue) A. SECURITIES AND FEES A $944,410.06 letter of credit or escrow for the developer -installed improvements, the $233,342.89 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 $160,206.75 $ 19,324.39 Final Plat Processing Fee $ 450.00 GIS fee: $25 (plat) + (5 parcels x $10/parcel) $ 175.00 Special Assessments $ 39,109.50 Surface water management fee $ 47,834.00 Park Dedication Fee $ 87,000.00 Street Lighting Charge $ 1,200.00 Partial sewer hookup fee: 15 units x $664/unit $ 9,960.00 Partial water hookup fee: 15 units x $1,886/unit $ 28,290.00 Total cash fee $ 233,342.89 B. BUILDING OFFICIAL CONDITIONS OF APPROVAL: 1. Provide a 1:200 "clean" plat drawing. Response: A 1:200 clean plat drawing is included with the submittal. 2. Demolition permits are required for the removal of any existing structures. Response: The developer will obtain any necessary permits prior to demolition activities. 3. Buildings may be required to be designed by an architect and/or engineer as determined by the Building Official. Response: The City and the Developer can discuss this. 4. A final grading plan and soils report must be submitted to the Inspections Division before permits can be issued. Response: A grading plan and soils reports are included with this submittal. SP -1 5. Retaining walls over four feet high require a permit and must be designed by a professional engineer. Response: Retaining wall has been revised to a maximum height of 4 feet. 6. Each lot must be provided with separate sewer and water services. Response: All lots have separate sewer and water services provided. 7. The applicant and/or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. Response: As the engineer, we can be available to discuss plan review and permit procedures at any time. C. PLANNING DEPARTMENT CONDITIONS OF APPROVAL: 1. Lots within the development are limited to single-family detached homes. Response: All lots will be single family detached homes. 2. The applicant shall work with the Carver County Historical Society to create and install a historic marker or plaque for the property commemorating the Lyman Farm. Response: The developer will be responsible for working to create historic marker/plaque. 3. Unless the property to the northwest is combined with the property to the north of this development as a zoning lot, which is ghost platted in conjunction with this plat, the developer will be required to show how this parcel will be accessed and developed. Response: The NW property is being combined with the property to the north. D. ENGINEERING DEPARTMENT CONDITIONS OF APPROVAL: 1. The developer shall update the title search for this property and find the documentation for the roadway easement on Parcel 2. Response: Developer will provide updated title work. 2. Grading shall be revised to direct water away from the building corners. Spot elevations shall be shown near the southeast building comer of Lot 1, Block 1. The raised side yard shall be revised between Lots 9 and 10, Block 1 to direct water away from the building comers. The front yard grading of Lot 2, Block 2 shall be revised near the southeast comer. The grading on both sides of Lot 2, Block 2 must be revised to direct water away from the eastern comers of the building pad. Response: Spot elevations have been added to lot 1, block 1. Grading between lots 9 and 10 is designed to provide pond access. Water will still drain away from houses on these lots. Grading around lot 2, block 2 has been revised to drain away from the house. 3. The grading plan must show proposed driveway locations and elevations at the center of the proposed driveway at the curb line. Response: Driveway grades are shown to the right of way with an elevation listed at the right of way. The grade then changes and follows the boulevard to the road. This way, the standard boulevard is maintained. 4. The lowest building opening for properties adjacent to an emergency overflow (EOF) must be a minimum of one foot above the EOF elevation. Response: Lowest openings are set at a minimum of 1 foot above EOF. SP -2 5. 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. Walls taller than six feet shall not be constructed with boulder rock. Response: The wall has been revised to a maximum of 4 feet and will be constructed with boulder rock. 6. A Homeowners Association (HOA) must be created to take ownership and maintenance responsibility of the retaining wall and any drain tile that will cross property lines. Response: Developer will provide HOA documents. 7. Curb and gutter are required for the private street. Response: The private drive has been revised, to normal crown with curb and gutter. It drains to B2 in the cul-de-sac. 8. The engineering department's preference would be to remove the farm drives and the culverts underneath them. The developer's engineer shall work with Carver County staff to accomplish this. Response: Notes have been added to the plans to remove farm drives and culverts. We will work with Carver County as necessary to work within county right-of-way. 9. An assessment for the Lake Ann Interceptor improvements from 2003 is outstanding for this property. The principal of $187.50 must be paid or reassessed to the individual lots at the time of final plat. Response: Developer is responsible for all assessments and fees. 10. An assessment for water and sewer improvements from 2002 is outstanding. The principal of $38,922.00 must be paid or reassessed to the individual lots at the time of final plat. Response: Developer is responsible for all assessments and fees. 11. Water and sewer partial hookups are due at the time of final plat. The partial hookup fees will be assessed at the rate in effect at that time. Response: Developer is responsible for all assessments and fees. 12. The driveways for Lot 5, Block 1 and Lot 1, Block 2 must be a minimum of 40 feet away from the intersection of Fawn Hill Road and Windsor Court. Response: Windsor Court is a private driveway. L1B2 meets lot width requirements. Because it is a private drive, we don't have the right-of-way and the comer setback that usually yields the 40 feet separation. There still around 30' from the intersection to the edge of the driveway. Please provide clarification regarding the location of L1B2. Again, Windsor Court is a private driveway. The 4 homes coming out of the private driveway will not be backing out. Typically the locations of driveways are not restricted along the "thru" segment of a public road. We would ask that this condition be removed. 13. The grading and storm water plans must show the location of emergency overflows (EOFs). Response: EOFs are shown both grading and storm plan sheets 14. The emergency overflow (EOF) from the north pond shall not discharge water onto the property north of this development. Response: The EOF is designed to discharge water to the west, as shown. 15. The grading plan for Windsor Court shows an inverted crown. This would contain runoff to the street where winter freezelthaw conditions would damage the pavement. The plan SP -3 .1 L shall be modified so that Windsor Court is constructed with the 3% crown, per the City's standard detail. Response: The road section for Windsor Court has been changed to 3% crown with curb and gutter. 16. The street profile for Fawn Hill Road shall be revised to indicate which part will be completed by others and which part will be completed for Vistas at Bentz Farms. Response: A note has been added to the profile on the street sheet showing the division along the street profile. 17. The street profile shall call out the intersection with Bentz Court. Response: Notes showing the location of the intersection with both Windsor and Bentz Court are on the profile for Fawn Hill Road. 18. A stop sign shall be installed for traffic on Fawn Hill Road to come to a stop before entering Galpin Boulevard. Response: Signage has been added to the plans at the intersection of Fawn Hill Road and Galpin Boulevard. 19. The developer shall work with staff to provide access for vehicles exiting the driveway of Lot 11, Block 1 to navigate onto the roadway. Response: A turn around area has been added to the road providing space for vehicles leaving this driveway. 20. The plans shall indicate the construction of ADA pedestrian ramps where the sidewalk intersects Galpin Boulevard and Windsor Court. Response: A note calling out the ADA ped ramps has been added to the street plans. 21. The City of Chanhassen standard detail plates for pedestrian ramps shall be added to the plan set. Response: The ped ramp details have been added to the plans. 22. The hydrant at 1+50 Windsor Court should be moved to the intersection of Windsor Court and Fawn Hill Road. Response: The hydrant has been moved to the SE corner of the intersection. 23. Adjust plans to show only one hydrant at the intersection of Fawn Hill Road and Galpin Boulevard. Response: The hydrant previously located near the intersection of Fawn Hill Road and Galpin Boulevard has been removed with the adjustment to the Winsor Court hydrant location. 24. A permit must be obtained from Carver County for sanitary sewer work inside their right of way. Response: We will obtain any county permits necessary for sanitary sewer work within their right of way prior to start of construction. 25. The engineer shall work with city staff to reduce the number of sanitary maintenance holes in the plan. Response: To reduce the number of sanitary manholes, MHs have been placed off of centerline. MH count has been reduced from 9 to 7. 26. On Lots 1, 3 and 4, Block I the drainage and utility easements need to be increased near the sanitary sewer main. The easement must be large enough for a 1:1 trench excavation for future maintenance of the sewer line. SP -4 Response: The sanitary sewer in this area has been moved to make the current easements adequate for a 1:1 trench. 27. The detail plates in the plan set must be updated with the most current City of Chanhassen plates. Response: The detail plates have been updated to the most current plates received. 28. An easement for construction of the sanitary sewer is required between the developer and the property owner north of this development. A maintenance agreement must also be obtained between the property owner and the City. Response: Plans have been revised so that no utilities will be constructed on the property to the north of our site. E. ENVIRONMENTAL RESOURCES SPECIALIST CONDITIONS OF APPROVAL: 1. Tree protection fencing will be required around any preserved trees. It shall be installed prior to grading. Response: Silt fence around the trees to be preserved is shown on the plans. 2. Tree preservation fencing shall be installed at the dripline around tree #432. The applicant shall revise the grading plan to show no grading within a 20 -foot diameter around the trunk of the tree, with the exception of the street installation to the west of the tree. Response: No grading contours pass within a 20' diameter of the tree with the exception of the street installation. 3. The applicant shall remove all hazard and diseased trees in the bufferyard area prior to final acceptance of the completed development. Response: Hazardous and diseased trees will be removed. F. PARKS AND RECREATION DIRECTOR CONDITION OF APPROVAL: 1. The applicant shall pay $87,000.00 park fees in lieu of additional parkland dedication and/or trail construction, which shall be collected at the time of final plat recording. Response: Developer is responsible for all assessments and fees. G. WATER RESOURCE COORDINATOR CONDITIONS OF APPROVAL: 1. The developer's engineer shall work with staff to provide more clear and concise demarcation of the Bluff Creek Overlay District and the setback from the Bluff Creek Overlay District. Response: Plans are more clearly labeled. 2. All signage for the Bluff Creek Overlay District shall be installed prior to any earth - disturbing activity unless otherwise approved by the city in writing. Response: A note has been added to the plans. 3. That portion of the Bluff Creek Overlay District and applicable setback disturbed for site grading shall be vegetated in native vegetation and a planting plan and schedule shall be provided. Response: We will work with the city to discuss native seed mixes and timing. 4. Oudot A shall be dedicated to the City. SP -5 Response: Outlot A will be dedicated to the City. 5. The swale behind Lots 13 and 14 shall have a drain the installed as part of the site grading and utility installation. This shall be included before final plat approval. Response: Draintle has been added to the plans for this swale. 6. The filtration bench shall be lined with an impervious geotextile fabric to prevent intrusion of ground water into the trench due to the lack of adequate separation to water table. Response: The filtration shelf detail now calls out an impervious geo fabric for the filtration shelf. 7. The applicant must comply with the requirements of all other jurisdictional agencies with authority over the project area. Response: We will obtain approval for all necessary agencies, however, we are uncertain if a watershed application needs to be made. At this time, it is our understanding that RPBCWD currently does not have a stormwater rule. Please advise. 8. Surface Water Management connection charges are estimated to be $47,834.00. This connection charge will be due at the time of final plat. Response: The developer will be responsible for all fees. 9. General Conditions. The general conditions of this Contract are attached as Exhibit 'B" and incorporated herein. SP -6 a� La°eau a O pp �p I \� 1 A l r' a •� �._�!s: o � Y -r ✓^ qq v 11�" IIA4g. E„i F \ ,i � -• \ •I Asn . r—_ ��\ l��y / �4 i j 250 � I O ' 4 i I 7 1 VISTAS AT BENTZ FARMS 200 SCALE / T TTT / m- ! ! T TTT !lT T bRl VO 00 1 c 200 400 SCALE IN FEET SATHRE-BERGQUIST, 150 South Broadway Ave. Wayzata, MN. 55391 (952) 476-6000 w .sathre.com VISTAS AT BENTZ FARMS Prepared For Prepared By: 'ML Check By DEP. Layout Sheet: FP 200 SCALE Homestead Partners, LLC. Project Number: 37865-001 VISTAS AT BENTZ FARMS '_UO SCALE ! lr TTT !l ! ! lr TTT / l I 200 100 0 100 200 400 SCALE IN FEET SATHRE-BERGQUIST, INC. 150 South Broadway Ave. Wayzata, MN. 55391 (952)476-6000 w .sathrexom VISTAS AT BENTZ FARMS Cale 0922-12Revision Cate. Prepared For Prepared By JML I Check By. CBP Layout Spee[ FP 200 SCALE Homestead Partners, LLC. Project Number: 37665-001 VISTAS AT BENTZ FARMS 200 SCALE I !17 TTT !1 ! l T TTT !1 T I I It aNLOgaE PEO gI£ga IYP. LOTOEEML BFORMATIONI OF THIS RLOdICT S STRICRY PNpIMRED WIIMOLIT FREPg OBY ME OR BENS PER DEVELOPEIp6 gG#HiErNT SME) AUBEMGCU5T, ICOSEWESS AN E EN. USE WHEREBY AM WLYREG6TEf SME) BUTEN JOQUISUTEB O N-LRES ON USE ME SWllL THEREBY IAWS THE STATE _ _ _ ___ _ _ _ _ _ _ _ ___ __ _ __ __ _ INDEMNIFY RGOUISF INIC WISE, MES TNUE UGHT T RESPONSIBILITY ------------------------- BATH OFTPMUGUIST,INC. RESERVE FOR RESATE USER OR PgRry LEGALLY RfSPONSBIf FOR OMUGES OR lO5sE5 RESULTING _________________________ FROM aEiO1MATE U6E. IF HERMAN, nNi, pale: O 11 LOCATION MAP I w1.L SHEET INDEX TABLE SHEET Description I Tae Sheet 23 Final Street Plan 4-5 Final San" Sewer and Waterrnail Plan 6-7 Final Storm Sewn Ran S Final Grading Ran 9 Final Erosion Control Plan 10-12 Cay Details SYMBOLLEGEND DESCRIPTION PROPOSED EXISTING - _ __ 150S BROA AY SYv 1581 AVENtL SIXIM WAY TA. MN Will NOP W,MNNNM3 PHONE: (9s2)4nF6M0 COCIACT FM: 1952147"104 erfioElent— ------ ----- nammaeenue her, IN—eemre.rom (OfCn�nomaflaM-DBHnea.mn CONTACT NMParY nlrertnen®aetive.xm —ETF �F s'or rxaanau[�Y —�--FFH GD ml ] 5 T.9ra G.41ROx A.YE e ®w® Trot® .r .w — D 6 f` N N 0-o 0 4B W 'Eo • ■ SCALE IN FEET TYPICAL LOT DETAIL Ier rry 1 BENONUMBER uk.FB oexmES. rvoox PIEYATKN euMeFB tr;OZ r. 0 13r�tj PREPARED BY OR PREPARED FJ T.INC. - _ __ 150S BROA AY SYv 1581 AVENtL SIXIM WAY TA. MN Will NOP W,MNNNM3 PHONE: (9s2)4nF6M0 COCIACT FM: 1952147"104 A BIEDEIOIF AAA: M (612)272-9701 her, IN—eemre.rom (OfCn�nomaflaM-DBHnea.mn CONTACT NATE HERMAN nlrertnen®aetive.xm PSN zaMM. RSF csnaMw Waal 251L Mu In Minta -15 We n Min Areat5,00a Fyfe -MR Wft y mnTOMI-t0nMn Rr•a-xn Pmymtl Zany- RLM W%MIn Doral W% Ms Min WCM-SOa Min Nee -91000 Min OeM1106 F,nib-25R S,b Sy58 -15 n TMM Sn Grape RYW'Y5a 0' Row.51' RA SEaW ' W"xxi a sft Wwamma Mrw9e2 Marv,@ 2 WmE Bursa 2M Buflc BMG G- MR ennrc�.s o.an.n afe c sN a.Man Ines Pnmry ram. a Me ears creak G.eeay anile $eWack (mmC -Cql Tar Firs120 n No Dr Soucnu s SewM 20fl - No SmvLng M Oired tl ny me Ory al cimnnazsen, me 1�wMry b ne BIUB C. 0`e1ay Diib of ,5 me a ,KweeaM C—.5e1G are taken (ram Ina w¢ N. e:ye - Lot is within Shoreland District ® BLUFF CREENOVERLAY DISTRICT MONUMENT NOTE: ELL SIGNAGE FM BLUFF CREEK OVERLAY DISTRICT MUST BE INSTNLLEO MOR TO ANY EARTH DiSTURBNG g TMTY UNLEss OTNERWIBE APPROIEO BY THE CRY ENGINEER EMBTNGUTBMIESSIgWNM ^INHrNMgPPROX MWAYONLY. THE CCHTRgCTOR SHALL DETERMINE THE EDUCT LOiVIG1 OF Vnr AND ALL EXISTING UTILITIES BEFORE CLM lEN WMK IEALAEEBTOBEFULLY RESPOi51BLEF AND ALL OAMRGES PRISING dli OF HIS FgeLgETO E%KTLY LCUTE END PRESERVE Mhi IY AND qu ExlsnNc unLrtlEs. FEE NO. TITLE SHEET 07665001 VISTAS AT BENTZ FARMS HOMESTEAD PARTNERS. LLC. 12 91 @ d0 0 w M t@ SCALE IN FEET a a x 3D' 3a' 15.5' to Bock ISS to aech Wee, Course to W 1/2 Ipow Cott.of Gubler \ 9�e 301 Y V 15:1 untie Topaoi. SeM 1 %3' -WOOL 2360 S'KEQe08 e u.RA be sm IkoMie T. Gwl - 3357 Surmont;W 2'-I MOi 2W SPN16330B Opne,N. CRN 12-0. 5 fi"e,ute ao» 2e' MM IT 3149 28 Select 4mWu Bar— (5 Note 3) NOTES I. Mninum Right-of-Woy Rpuireti - 60'. 2. Maeimum W. or. ] of 1. Mnmum street Boole 0.]51 .. ..0' TIsoil plucbJ in 6.IurEM 5. 2 RON fN thhinU curb. 6. The bitumnwe —, artiace trot be poce6 iM nen constNClWn enl DI to. More... . lo.inq Frocemthem, 1. I.as bfeet .a of the pr.pma suWo4e 9,a be pwlamM by tre aw,er fn me'.here. of A city o,,- The ctly rm he mmaily to rew.e .R.ona ai,,r. cM -6on to. on IM Nor rom B. Cr°intie .. be paa0 om9 roto epee be r..ay See pot. 5232 for .tale I�r LL��RR TYPICAL RESIDENTIAL STREET SECTION ENGINEERING DEPARTMENT M1L x0. 5200 4eE xe,e.E\iK\9S6\Slt4 1 i -a 1—� * (2t2t�ccE6�t ill � h 1gq fU.pryNpry`�i � � HAI I 411! p dd eeee sesta toe i L �10� i 3 ` • 1 C �T � t 1 } 1 � Pedestrian CurbRampsPage to(5 op«o.en ENGINEERING DEPARTMENT Mn .b_ 5215 SEE Cm DETAIL PtATEs 52154D FIX2 FCR REMAINDER OF PEDEST RAMP DETAILS. EXISTING U kffkS MMN M SH N AN APPROXIMATE WAY p LY. THE CONTRACTOR SHALL DETERMINE THE EXACT LO TION OF ANY AND N1 E051NG UTILITIES BEFORE COMMENCING WOIW HE AGREES TO BE FULLY RESPCf151&E FOR ANY AND ALL DAMAGES AWSING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERJE ANY AND ALL EXISTING UTILITIES. USE (INOLUDINGCObYING, DISTRIBUTKN, MOON GI)INEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CfTY IMOJECT No PLAN FLE NO. BASEAENTz _01 NRH ,N,Lt. ADO BUII➢ABLE PAn MEA6TYP. LOT CETAIL_ 'WF TION)DF lSPRCOIICTSSMCnYPRONBR®NIIFIgR PREPARED BY ME OR UNDER MY DIRECT SUPNXI AND THAT I vans su9yE — FINAL STREET PLAN 3TBGS00, DRAWN -. @ -SRT 131111-14 gEVI$pry$pER pEyELppEgS$gC#EyENT SATHRE'BERGDUIST, INC's EXPRESS WRITTEN ALTHORPATgN. USE WRIpITT AM A WLY REGISTERED %tCFE551CNAL ENGINEER UNDER THE NRH -- --- ---- -- --- SAD AUTRORI]ATIONCONSTIT.fES AN ILLEGRMA,E USE AND SHALL THEREBY tAWB TIE STATE NNNESOTk SATHRE-BERGQUIST, INC. CHECKED BY --- ---- ------------------------------- -- INDEMNIFY SATHRE.BERGOUST, INC OF AL RESPoI4BYTIY. '/C(E///� �p//F ,50 SOUTH BROADWAY WAYIATA. AIN.:519, 19521.T6C1W CHANHASSEN VISTAS AT BENTZ FARMS - SATHRE'BERGCLXST, INC. RESERVES THE PoCNT TO HOLD ANY ILLEGRMUTE //_ h/ °, .�. T u ` RSM __________________ USER CRPARTYLEGALLYRESPONSBLEFORDAMAGESONLOSSESRESULTING (/F�ylJ� e = MINNESOTA HOMESTEAD PARTNERS, LLC. 12 OSA16E.-_ -- ---------- _--- _______------- FRpA IL1EGITIMTE USE TINNOR HERIMN. PE. Lc. Nb L{JyBZ ^vas viPei FAWN HILL ROAD 16W 16-50 11.03 17.50 ls. 18150 1980 18.50 2pM0 20.50 21+00 21-W 2,100 22-50 23M0 23-50 24.00 24-50 25.00 25-W 26.W 990 %0 910 %0 950 940 EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EMOTING UTWTIESBEFORECOMMENCINGWORK. HE AGREES TO BE FULLY REST ISIBLE FOR ANY AND ALL DAMAGES ARI OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE AN' AND ALL EMOTING UTILITIES. FlLE rv0 FINAL STREET PLAN VISTAS AT BENTZ FARMS HOMESTEAD PARTNERS, LLC. 12 SCALE IN FEET p5B D -W 8.50 1-00 1.50 2-00 2.50 3.03 3.50 WINDSOR gEVI510N5 COURT I HEREBY CERTIFY THAT THIS PLAN OR SPECIF ICATION WASLITYPROJECT PREPAREDBYME OR UNDER MY DIRECT SUPERVISION AND THAT I2 AMADULYREGISTEREDPROFEBSIONALENGINEERUNDERTHESATHRE-BERGQUIST, UW ME BTgTE Oj MINNESOTA. n INC. SOUTH BROADWAY WAYZATA. MN. 55391 02OSE000--------- ()mUSER NI t NRH SRTlUlTI14 ____ 1"MIA ADD BUILDABLE PAD AREA 6TYP. LOT DETAIL REVISIONS PER DEVELOPERS AGREEMENT _ ______________________.._ ME NATHANR HERMAN PE_ 0m. oYhz//4 L.. 1010 ,l 1010 ua LVG:996. Q / Y 1000 HHPTSTA: GHOSTS pj 8 1000 d I HIGH PT ELEV 0161 r PVI STA 18 00 m 2.. _ ^`e. PVI ELEVM69 Ba N3B.W - CVC: 11562 an 990 FNerAOO+uw LOW PT STA: 3,1761 990 - / LOW PT ELEV 28 � PVI m GTA 3-60.+0 e _ _ 12%-70916 PVI 41 ELEV On ` KNOB • i 980 980—A— dhA m y j 910 910 960 960 Vm 50 25 0 25 50 1W 950 950 � on 0 a � 990 %0 910 %0 950 940 EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EMOTING UTWTIESBEFORECOMMENCINGWORK. HE AGREES TO BE FULLY REST ISIBLE FOR ANY AND ALL DAMAGES ARI OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE AN' AND ALL EMOTING UTILITIES. FlLE rv0 FINAL STREET PLAN VISTAS AT BENTZ FARMS HOMESTEAD PARTNERS, LLC. 12 SCALE IN FEET p5B D -W 8.50 1-00 1.50 2-00 2.50 3.03 3.50 BVGATE gEVI510N5 USE INCLUDING COPYING, DISTRIBUTION, ANDOR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-SERGOUIST.INC' a EXPRESS WRITTENAUTHORILATION USEWITOUT SOEAIDMNIFYAUTHSATHRIONOONSTITUTEB OF LLRES ONSIBEAND SHALL THEREBY INDEMNI-BEROQ IST IN RESTINO.OFE RIGHTTO HCFDITY AN,1/qVY//�o9IW SATHRE-BERTYLEG,LLYRESONSIBLHFORDAAGESO LOSSES RES ATE Ofl PARTYLEGALLY REBPON31BLEfOR DAMAGES Ofl LOSSES RESULTINGFROM hLEGITMATE USE I HEREBY CERTIFY THAT THIS PLAN OR SPECIF ICATION WASLITYPROJECT PREPAREDBYME OR UNDER MY DIRECT SUPERVISION AND THAT I2 AMADULYREGISTEREDPROFEBSIONALENGINEERUNDERTHESATHRE-BERGQUIST, UW ME BTgTE Oj MINNESOTA. n INC. SOUTH BROADWAY WAYZATA. MN. 55391 02OSE000--------- ()mUSER NI t NRH SRTlUlTI14 ____ 1"MIA ADD BUILDABLE PAD AREA 6TYP. LOT DETAIL REVISIONS PER DEVELOPERS AGREEMENT _ ______________________.._ ME NATHANR HERMAN PE_ 0m. oYhz//4 L.. 990 %0 910 %0 950 940 EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EMOTING UTWTIESBEFORECOMMENCINGWORK. HE AGREES TO BE FULLY REST ISIBLE FOR ANY AND ALL DAMAGES ARI OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE AN' AND ALL EMOTING UTILITIES. FlLE rv0 FINAL STREET PLAN VISTAS AT BENTZ FARMS HOMESTEAD PARTNERS, LLC. 12 1. AL DIP FOR SANITARY SEWER LINES SHALL BE POLY -WRAPPED ANDNL BOLTS USED SHALL BE STMNLESS STEEL. 2. REFER TO DETAIL SHEETS TO BEE STRUCMiE CETMLS. J. ALL HYDRANT BENCHMARKS ARE TOP MIT OF HYDRANT. <. WYE LOCATIONS TO BE SUPPLED B VERIflED BY CONTRACTORS. WYE STATIONNO IS CALCULATED FROM THE DOVM STR MA MANHOLES. 5 ALL TIES AND DISTANCES ARE TO THE CENTER OF SURFACE STRUCTURES. B. ALL HNMANTS ATO HYDRANT MATE VNVEs ARE RETUNED roTED BADKTO THE WATFRMNN TEE BY MFMNS OF APPROVED LEMUUGS lMf%OTIERMISE NOTED. 2. NL SEINER SERVICES ARE LIX TED S FEET OOA18lRFAM OF WATER SERVICES IF SEWER AM WATER ME IN THE SAAE TREIIM. S. N- SEWER. AND WATER SERVICES ME EKTENDED 10 FEET BEYMD THE PRCPETIY LRE UNLESS OTHERWISE NOTED 9, ALL VALVES ON THE WATTAMNN FOR THIS PROJECT SHALL BE GTE VALVES. NO BUTTERFLY VALVES SHALL BE USED ON THE WATERMAIN FOR THIS PROTECT. 10. THE CRY OF CNMHA.SSEN CURRENT 'ENGINEERING GUEEL TADSPECIF1GTgN5' SI GOVERN. 11. INSTALL HYpWRS B' BEHIND CUI✓0 TYPICAL) POLY W NL HYDRANT BARRELS BAG NL M'dWNTS UNTL THEY ARE TESTED AID PIR IN SERV 12. NLN' -1Y WATERMNN BHW.L BE PVC C90D M25L W 16 WATERMNN BIYLLL BE PVC CW6 (MIS) 13 MECHANICAL BALLS SHALL BE INITNLED IN MHTMY SEWER AT CONNECTION PoINTSFOLLOWIN(3 INSTALLATION OF PIPE TO PROTECT EASING UHES FROM DEEMS. B SEDIMENTINFILTMTONBNLSSWllLREMNNUMRLLIMSARETELEWBED6ACCF RY THE CRY 14. THECONTRACTORSHNLCONTACTTHESEWERBWATERONIBINNATUEASTA9HWtBMM w 00 0 YO W 'w 11p � B SONE IN FEET FASTING UTILES SHOVIN ARE SHOWN N AN APPROIMATE WAV ONLY. THE CONTRACTOR B L DETEIa11NE THE ENACT LOGTION CF ANY AND ANL MISTING UTILITIES BEFORE COMMENCING WORK. HE AOiEES TO BE FULLY RESPONSIBLE FOR ANY ANO ALL DAMAGES ARISING OUT OF HIS FAEURE TO EXACTLY LOGTE AVID PIESEINE ANY AND ALL EXISTING UTILITES. USE (INCLUDING COPYING. DISTRIBUTION. AN MCpNEYANCE OF I HEREBY CERTPY THAT THIS PLAN UR SPECIFICATION W0.S CT'PR6IECT NO FILE NO BASE-BENTZ al NRH 1O'lytl ADBBUIpFRU: PIDABEA B TYP. LOT DETAI_ INFMMATICN) OF THIS PRODUCT IS STRICTLY PROHIBITED WITH T PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AM THAT 90.9 X„qp - FINAL SANRARY SEWER AND WATERMAIN PLAN S]BBS,W1 BRAVA BY pt SRT 11H]Itt gEVI$ICIg IOFB pEygCPERS AGPEB.BII MTMRE-0FR IST.INCYEXPREBSWRRTENAUTHORILITDN. USEWITNBUT AM A BULY REGSTEfED PROFESSICNN ENGINEER UNpER THE NR11 _--__- ---- _-_--_-_ ____ ___________________________ MIB^DTMBR�,TDNDONBTRGTEBNNTLIEGITIMATEDBEAIDBHNLTRER®Y LAWBB TMEBTA,EB MINNEBGTA_ g ; SATHRE-BERGQUIST, INC. CHANHASSEN VISTAS AT BENTZ FARMS q CIECI.'ED BY - INDEMNIFY SATHRE-BERGWGT, INC. OF ALL RESPONSIBILITY. -- SATHRE-BERGWIST,INC. RESERVESTHERIGHTTOHOLDANYILLEGITIMATE ,., { IWSOUTHMOAOWAY WAYYATa MLSSS01 W)XTBBWp GR -------- --------------------------------- USER ORPARTY LEGALLY RESPONSIBLE FONDAMAGES ORLOSSESRESUI-TING MINNESOTA OS'1NA --------- --- ------------------------ FROMLUEGITMATEUSE. � ORHHUMN.RE. ��. �Rg� wotiEAg v pt`K HOMESTEAD PARTNERS, LLC. 12 •$� 'vt � a> 3.�,'.,'val lT '*a -Ian_ � 11 I LL 04 v I� Sp ObLo0 \ ,. / fes% rt -'BR 4y • � �___ r \ / +• 03 ro UL2,4 orwo _ _ 8%55 �, BSeIQt ' � `, r \ ,• A % 440, T w `•7 ` O T _ _ O 5. u ss�� r _ _. t O(� •�`• \ �... ILL. �O�— g�5 = _ �fi1 4q, . A / Q _ L}��•- _ WINDSOR COURT SCALE IN FEET �~JC ,',mss>%`.e:b / MH3 •�/P /P' 'I�. �' 3 a RIM:9S12 BLB:2B.7z 990 990 �'8 _ /y f � FmmlxBmaD 980 nvmn - MH2 e -c rtE SIX 3-A0 FAWN HILL ROAD RIM ]1S wcwM 980 ry®�p�Xm 980 BLo le s 970 cnas•eeo o -w 970 — WNl1Y)pI1dM Taeae 990 c"0S, Ny 970 cvuw 970 980 T01e raun r.eela RIM $M9l .9 9� _ 9w srmE T4La2 RIM:9Bi� - ' MH4 BLD:07 � �M•� S"vvC SIRA 4�Cr10 i iP 23.85.0 - EtlS1N1 900 +'5.D w "IL MH7 MHB .:'9 TMA f11xXEcf 999 F 6n,'f`. 1 950 999 MEFTM 9E'0 STA:19HIG BTA:2D•66.3 MMS D�II6�IND y+3 o2 _ _ R1W969.e RIM966.3 •�®gyp $TA21•se9 _T� -0+50 0+00 1+00 2+00 3+00 3+50 Ilo..n 955 955 BLD: Ie BLD: Ti9 RIMS 4 Tam1 -1+00 0+00 1+00 2+00 93( MH2 -- — —Btu13 vaa 970 — _ ImwaBr fi.1, BO(pO fi Y4VE 970 MM 13 STA CrRED 100 INYCIIANf Taa11— _ — _ _ _ _ — 1I3 MM6 HIM9766 9� RIM9l1S �� MHi iia5 LibE w: _ �iemJ 'y'.""O YIM STA2l1•fi6.3 A�IIq�M BLD � BLD'. 155 $TA25�i2.9 96D a RW ieYlH RIM:96B.3 fI14RnAD RIM:968p BL0: 119 _ — 97 BLo: t9.2 u o- — _ _ _ MH EX % IT eect0oli ewcslm Pvc s.exi 960 970 970 — - - - ITIYtN6.K4Y4m STA2a1956 I' zm All ®oa% 1, I i:emvm \ _ _ _ &W9602 ♦al.F ®Jw% n1-1 Tal0.l BLD: 189 950 i m m Tam. crtw i e.wcwl"' a. 96( >_ 950 a SUPPORT4TRCP 960 ,r 5.35.x5.•. m 960 _ CREEK CROSSING z S• vJG Z FOR SAN. COAST. 18+50 19+00 20+00 21+00 22+00 23+00 24+00 25+00 25+g9ag5 I ns M7 °°" `�' AMu b?9Na'eLF O 4by 950 rns 950 ARE 51 905 _ CONTRACTOR ONTRACTOUTILITIESWALL ETE MINESHOMM IN EXACT ID ,L TfE -0+50 0+00 1+00 2+00 2+75 _ CAR IES BEF WALL DETERMINE THE EXACT LIXATIOH CF /WY AMID µL E%I$ING ANDUTIALES BEFG E CpAMENC DT WOWS HE ARE TO BE FUL Y n AND pl, ,E,,E Y AND ALL DAMAGES ARISING WT OF HIS FAILURE TO EXACRY LOCATE AND PRESERVE /JIY AND ALL EXISTING UTIIRIE$ 93,1 4+00 3+00 2+00 1100 0+00 DRAMNG SE-BNAME NO. BV 011 REVIEWING USE (INCLUDING COPYING. DISTRIEDTION. ANDIGH CCNVEYPNCE OF I HEREBY CERTIFY THAT THIS PLNi OR SPECIFIGKTKJN WAS 7CHANHA FRE NO BASEEENTz pI NRH 1N1LN AM BIM.MBIE PAD AREA S TYP. LOT OEtAIL INFGRMATIDNI OF THIS PRODUCT IS STRICTLY PROHIBITED WITHWT PREPARED BY ME OR UNDER MV DIRECT SUPERVISION AND THAT I +%c"' fifiR„F FINAL SANITARY SEWER AND WATERMAIN PLAN 37855.001 DRAWN BY p2- SRT 1t/171H pEV18pN5 PER DEVELOPERS AGREEMENT- SATHREBERGWIST,INC's EXPRESSMR NAUTN lR TION USEWITHOIIT AN A DULY REGISTERED PROFESSIONAL ENGINEER UNDERTHE SATHRE-BERGQUIST, INC. NRH - - -- - -- - $AID DEMNIFY RIZATION SATHRE-BER CUIINTES NC, OFAL RESPITEUBEAND $HALL THEREBY IAYB GINE $TATE GF MINNESOTA VISTAS AT BENTZ FARMS 5 CHECKED BY - INDEMNIFY SATHRE-BERGWIST, INC.OF ALL REBPONSIBILITT. ///G'//[/J /�//lVs//� j 15880UlH BROADWAY WAY7ATA. MN. 5539119521 C]680o3RSM ----------SATHREBERGWIST,INC. RESERVES THE RIGHT TO HOLO ANY ILLEGITIMATE __ ____ _________________________________ USER OR PARTY LEGALLY RESPONSIBLEFCNDAMAGESORLOSSESRESULTING " P HOMESTEAD PARTNERS, LLC. 12 DATE _ FROM ILLEGITXUTE USE NATHAN R HERMAN. P.E. 9Y4 +` 091514 Dale: O LiG NIL Lf778Z Re FSH U W{[L F F< 5 F9 F10 F6 F8 �'3 FIT I ..1140ST euT _ OUTLET STRUCTWE TABLE $YN4eNwa TYPE sib ew w PLAN ViW .�.,. 8.0 N1Jee TYPE CROSS SECTION Ak TC aIM ow CAs3MG Nom K sr .N.8.. _� 957.TW ween. 958.00 MFMp1Y6t. — RHOCKWMITE it � � IiAT STM ts' OUTLET STRUCTWE TABLE $YN4eNwa TYPE sib ew STRLICT9E T1BlE At ob1CI4 8.0 N1Jee TYPE gAI9ETER TC aIM ow CAs3MG Nom Q GM11 w 957.TW aro 958.00 RJOW a'SUMP A3 STM ts' 998.]00 ab 962.30 MUM441 M C9l1 w 904600 400 96200 M130o3 As CBIM w 967.500 130 96130 Rd313 All DB 3T 957.500 4,W 90159 R�b13 Ai CBW K 957.500 4,b 90]10 0.3001 N CB 2X3 967500 400 96100 R106T 00 CBIs1 K 014900 6.09 90200 8-3057 .'SUMP OUTLET STRUCTWE TABLE $YN4eNwa TYPE sib ew CY. Flew At ob1CI4 8.0 B1 FE9 is ab6W W Cl I 10 01 FES 1s 054,00 4a SEESTHLCTURE DETK FESTABIE SeI Ioeee TYPE sib ew CY. Flew At FES is %400 8.0 B1 FE9 is ab6W W Cl FES N stwuloi 10 01 FES 1s 054,00 4a TYPICAL FILTRATION BENCH DETAIL L o o o 0 0 00 f -// .wNH'Ae 0 0 a 0 WA R i� Mm;sle: 00D� o _ 20 - a' Calcrale 20 O - 9 .) 93 'FQJ O Ou0e15WCWre Q uU O O / /: ry Vi is - 1 .—Weir Wal 15 B (Tw Nvni 10 o O NWL 10 wne. ,I i 15 Impertneade Iii '— I Peffrated Ordindie(no socA) O'Above FlUY Media base) B p 0 64AA '^— - Ti SYP'�' Shc Saddled! In i Clean Rock. T top and WOO. W each Ada) ~ 0 .001 o sun4N °^ 5 '--- Sand FMer Medial2'TNi&k 5 -- w Un. Piltrall0n 50e1(W In 00 00 o Gg O o ImpeMOvs Geolextlle Fabtic 100%MnDOT Spec 3149.2J (dine filer Sand Aggregate) m ® 0 0 0 m �• / 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 'eoR w POND 1-RLTRA SHELF ELEVATICN$ON$ EASTINCTORSEULS ME DETERMINE THE WNMANOPPROhl OF A WAY ONLY, THE CONTRFCTOFOREC COMMENCING VORF HCTLPREEST BE ANY AND MLEA5IMG BO b 0 b W 100 �' UTILITIES BEFORE COMMENpUT WORKLEAGNEE9 TO BEFULLY MAE5AND MESEFOR RVE NY AND ALL DAMAGES ARISING OUT OG HIS FKIl11E TO E%ACRY LOCATE AND PRESERVE ANY AND ALL Exisnnc Dnunes. SCALE IN FEET DRAWING NAME NO BY DAIS REVISIONS USE (INCLUDING COPYING. DISTHIBUI)ON. ARO ON CONVEYANCE OF IHEREBY CERTFY' THAT THIS PLµ OR SPECFNIUION WAS CITY PRWECT ND. FlLE W. BASE.BENTz Ot NRH 18.+3'+. ADO BLMABIE PAID AREA, TYP. LOT DETAIL INFORMAnp110F THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME 8.R UNDER MY Na, SUPERvl9dI AND 1HAT1 +4,L.s =eeo — FINAL STORM SEWER PLAN 37865401 pNWN BY 00 SRT 1111TH. RENSIONS PER OEVELCPFRS AGREEMENT SATHRE-BER QUIST. INC;S EXPRESS WRITTEN AUTHOHIATpPL USE W(TllglT AM A DULY MES+STERED PROFESSIONAL. ENGINEER UNDERLIE N(H saDAUTHORIZATKKiCONSTITUTES ANRLEGTIMATEUSE AND SlN THEFtEBY UMVegE.,MSTATE OfMINNESGTA °M SATHRE-BERGQUIST, INC. GIECNED BY 'INDEMNIFY SATHRE-BERGOUST. INC. OF ALL HESPONSI9UTY. 1EOSDUTIBEIGADWAY WAMTA MK 55301 Ieul aT6,CW CHANHASSENI VISTAS AT BENTZ FARMS g �. SAT HR6BER000IST.INC. RESERVES THE NIGHT TO HC MY LLEGITIMAW w n �� usER CO PARTY LEGALY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTHG --- d MINNESOTA �3 FROMILEGFMATEUSE NATHANRHERMAN. P.E fa, e+ HOMESTEAD PARTNERS. LLC. 12 MIM8 D&4 - U Nu —91— f9g ".' ZI .e sa asya+l wL ill O '.ele0 st9159 Y "Jll �Sb3N1HVd (IV31S3WOH a+ 'b� ad'Hfwa3unHYluYN 39n 31Ywlr03n woad 31Y0 tllOS3NNIW 0NI1lnS3b 53SSO1 a0530w and MSSNWS3a AllY0 Aland a0 a35n-------------------- ----- --------- new SWb`dH Z1N381`d Sd1Sln N3SSHHNtlHO aaa59flL% tw51N VIYGYMAYM0Y0aS W0S054 f e 3YWW03 ANYOOHO11HOa3H 53 tl3s3a 0NI'151o00a35-3aH Y5 -------------------- ----- -- --- ASmX9q I��V (�}�[� v y un191SNodS3a TY 30 0NI'151nOOa35-3aHLYS AfINw3ONl -- IRM lfia5%Lf •JNI 1SII O0b38-30Hi S o^ ai l a30Nn a33N10N3lYlglSS3i W0�3W14f) tl IM VNO L'al11gU1�M�N0�IVZIHONLm N3llIHM $$3W�6�0N0115�(D atl393tlH1Y�5 --LFJf3#J_Y SM3_JJl3/�i011id FL01S1�311 RIL-L/Ll -_lN6 -_Zp ASN NWO Ntlldb3M3SMO1SIVNld - a,a sy>+ YMONVNOHSIANa nSnJ3 a AnH30WHO3"ASGMVd3tld L%HM03ll&HOadA Ma5511N00adSINli0IgI1VWWdNI Y3p101'dA4tliVPd3BVR15B0UJ tLFLNL IRM LO Z1N3P3SY5 ON 313 ON10amw A00 SYMNOIlYJ13103d5 ap M/li SIH11YHL Ailla3'J A53a3H1 3J 3INYA3NgJ a09NY'NWIlSla1510 ">NIAdO•.1 aRimlom) 35n SNICISI 31Y0 a oR 3wyN'J mI o s3unun9NUSn MVOW TJ'G ANY 3Aa3 ONY 31Y l AWW3013a111Yf SIH 301110 SNISRIY S30VIWa TY CM ANY Ml33RI51g MAlln33a Ol S3 waw 3H 7Na M ONIJN3111V0•J 3a0335 S31neln �3lxl 00+ 00+0 09+O-ON9%3 1IW OW AW 30 N0I1Y0113Y aRl 3NIwa31301VHS Wl•JYa1N00 a7k51 01g 006 Ah AVM3lVniXOaddYNYNW.g153tl NMq S3I11lINO.LS1 133d NI 3l s � ``_ YV 6 © �1 V ^^M, x '�� Os WL os sz o se os,\� J 07 096 s 056 �, O ' ,``,� / •':C� / / / - / '� xL z-�sla _ slwrrouoe oaaL,a P xoy ti .fl �- xes 111 eft- dwsL tr ,zamxsl 096 0% • aIt ravww) rr//SCMa E1JA05 1 / F; se -ale NwaYs �� 0 �_acq �� i •Z / SM31 .� I'% V �/ Z696-lMH 1, 1i a31dM ,ewewsl aasevex OL6 OL6\\ O `+ 0Z#6-IM596-1MN PuOd zwyvw u Nal Z ONOd - 3Nnio OO+I 00+0 09+0 - 00+1 00+0 09+0- 9" SIM 016 SV5 4 016 Ogg 99 3 < 098 d0b.fi- 098 — xKZ�S'TJ 096 %fi5'C 9$ia dOa.fZ-AY 096 8 xefi-t N s -lo 096 aelaalssa IN 8 _ 096 LL.Q1B 0 %n'a Nrssane a masa %lE'OBSlO xtso®s'l0 l'Mfi:01 E10 A08 096 V A 4-A doasL-.Lel sNa¢L-nL / NOINY9 OL6 xSl't 5YJ OL6 mom OCS6-ma.12 C I ram lyx�� 1xml ml s1a ,ywasae m1 l ONOd - ainionNis imin0 OO+E 966 00+Z 00+1 00+0 09+0- 9" 00+� sob OO+L SV5 OS6 ro c Ogg 3 < 5 $ %fi5'C 9$ia $ 88 8 xefi-t N s -lo 096 aelaalssa IN 8 _ 096 Ogg 0 %n'a Nrssane a masa %lE'OBSlO xtso®s'l0 096 V A 4-A doasL-.Lel sNa¢L-nL / xSl't 5YJ OL6 aNwo aawm E'>7 Ao5 NDadY a OLS OL6/ ��m11LLlll l dOa.St-9Z IMtl3YiYJ ' OLB 65 O10 M�WI�e araamIsm L oYomR Af:015 5 L% 11 9 Mme 1 B96 50Lfi D1 OY6 S'(%Dl 086 096 086 yy 056 G 8 xL1L �sl tl0b.5 L'.LS 096 OLg to Q15 ogs 00+0 i szJ 00+9 00+0 OO+S OO+Z OO+L SV5 096 --'� < < >& $ 88 8 xefi-t N s -lo IN 8 dOa.aL-.LSL %n'a Os'lo %lE'OBSlO xtso®s'l0 096 daazt-.� doasL-.Lel sNa¢L-nL xSl't 5YJ Ymm API)13 dOa.St-9Z IMtl3YiYJ ' OLB araamIsm L oYomR sDt 'L96 'lJal 5 L% 11 9 Mme 1 B96 OY6 yy 056 G 8 xL1L �sl tl0b.5 L'.LS 096 OLg to Q15 ogs 00+0 i szJ I Al TYPICAL LOT DETAIL CENOLEa I� J'. wISaEssRA0iFDA M BEEIMumADFnPOOIxD g41 co Nfint ala AT onem . OF [EIFMconT WD �lem�C.l�=�.,o,.,wa,�n�E.ED�di��,s�F�FN.wRFIE�W,W�rd.�.r�cD�M,tiIdEF,��r . NoFficTlAuffoi SALTAMAKANNHD NFMPW a eM, nW FN W �a. Ew9 s� 1, L,�.LLeE.�sw,m,M.IwM,dE,,,�=ae.=EEDxa�ff,W�._�R,m.al�Nn,W„�iDLRW,iw. s AE,wW°FPwn..,Fn AAFRIFF FnsmMaEWen»uDDnci�/«...a. a1AFE,sEnitd- iL BLUFF CREEK OVERLAY DISTRICT MONUMENT emx NOTE: ALL SIGNAGE FOR BLUFF CREEL( OVERLAY DISTRICT MUST BE INSTALLED pRMM TO ANY EARTH D6TURBING ACTNIIY �lAoNUNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. a rorty. fix t EMwP Fdn nwAr W.. sY�\' to ILo. I'll” Mu AL- 1xD.ESN-,w ItNE441 1 �'sos tt mnR .T..as,cm,a.MovnLw --12eE AEsvoxsMe Em rEMNOA..a. dsrlLw rnmld cdmDL dinrmEUFsraMFn I..w.x Na N>F�s.r,o,w,dswaE. i.le. Flwsxw wmAa LusiP"tci..xwn.u.owe�remrEarvwa vsFsram.alr Asts.`s,D�N`i Aors.AF..a wnM.,DsEF,EvsEL dNmiwdsFwc...cw,n a S®Pw0THERD.vw DETEAAKL WEARN,MMl AND Lem Sc ae Fee FT-ANDS MYKARHvnrttIDOtO Ar tuATtiwE E. ��ALLm1EK MIUIEG AiFAS WAN MNODi 3W AND arvSA SFF➢MU Fd! wEilNlDe,i,M,EC. tW LBSupE MO FAIN Willl aW IOI.T tm L�/ll' E N,E3a Rg9emousl ease As L6,0EV d311E. . '-"IL.:.wtm�..,•rE tn�i�n agy,E-EFx,ExacxEw.n oac ��oaaDwp r.+�eL.�rA,. :.... .A..n:d� xroEs at�£mmrmwiEA Drn. E. wwr .slr. do. W3 MaN onA l FD . rFsraurldwowwuEcoa�r®wnr«nNawsam.o.lnrassxFrv. waNwlrFnF rIAErwewEwNL mxslKuc,KxeaucesMmTN F.nmNuan Noxell NourX CD..uF.re. MAsww. A,.Aon nsd1.s,MSFn m>,rrssFncdvrEnalur.aMmxaTn«o w.u.nd. ,s. ewwsns....Nor:tlsFnd wxssrr.leA tNnLexladr w,tnrn..em.ss unfte.wu.w I.Titnsa.aFnEtare.. —' ,r sLT .sra rniuc-slsl Ie wemFEaaN.ar. emsr FILTRATION SHELF NOTES: 1. Initial excevatiun of the Ntrabon shelf shall the dug Z bebW the finished final gade. 2. The sand W,thin the filtration shelf will Ee inslatleol after the storm sewer outlet control structure is installed 3. To pevent soil compaction, heavy e9Wpment shall not be allowed within the filtration shelf at any time. 4. The Will of Ne filtration shelf shall 0e titled a minimum of 1Z pnm to pRio, the sand. S. ReaWely light equipment with tacks shall be used to excavate the fitnaoon shelf. 6. Immelllately upon completion of grading the filtration shelf, silt fence shall m Installed per the pan to estaiLl damneder cuntid. 9. TM sand within the shelves will Let 2' deep with a 6' minute wised me foot above the base of the sand. 9. The sMltl Ieconmel,ded by MNdot is 3149 2J. 11 TYPICAL FILTRATION BENCH DETAIL 25 r- 20 15 10 5 0 0400 25 20 10 10 5 0 0+10 0+20 0+30 0+40 0+50 0+60 0+70 t �) III) SO 0 SO W In ONE ■ SLALE IN FEET FORD 1-RLTRATION sTELr EIEVAT113N5 Nis _.d EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPRO%11MTE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EJ(ACT LOCATION CF ANY AND ALL EXSTING UTILITIES BEFORE COMMENCING WORN. HE AGREES TORE FULLY RESPONSIBLE FORANY AND ALL OAMAGESARISING WT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES ffffiNTZ Wu. IHEREBYCERT"Y TYRSFLANmL CFICAT wm .FOE NOUSE KNCWDING COpY1NG,O6TRl&lTICN.AIpKY1 CONV£YALME CF FINAL GRADING PLAN_O, NRH 1Nt111 AIMI BUILDABLE PAD ARFABTYPLOT AINFORMATION)OF THIS PRODUCT 6 STRICTLY PRd1MRED WRIgIRPREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND TIWTI PS sudoSRT 11/1TH4 gEy6Kk15 pER DEVELOPERS A[BIEELQR SATHREBERGCOIST.INC9EXPRESSWATENAUTHbBTATM USEWITHOUT AM A OULY REGSTERED PRCFESSICNAL ENGINEER UNDER TIE ___-SNDAUTHDRUATIONCONSTITUTESANLLEDTrW,E"AMDSHALLTHEREBY LAWS THE STATE MNA£SOTA. g P SATHRE-BERGQUIST, INC. ------------ ----------------------------INDEMNIFY SATHRE-BERGCUIST. INC. OF ALL RESP011SIBLIIY. AY TA. MN_55]B, L54,.T88W] CHANHASSENVISTAS AT BENTZ FARMS g ------- --------------------------------- USER O.BERGY I-EGALL. RESEHVESTTIE RDAM GESO AHSSESREMATE MINNESOTA HOMESTEAD PARTNERS. LLC.12 ______ _____ USER IL PARTYLEGALLV RESPONSMIE FOR DAMAGES OR LOSSES RESULTING ° FROM ILLEGITIMTE USE. Daw, RHERI,AN.PE '�lRs Y� ___ ____ _____ _ path: O LIC No. Y/y8Z °`E 91 80 30 0 30 80 1120 E■ SCALE M FEET ® BLUFF CREEK OVERLAY DISTRICT MONUMENT NOTE. ALL SIGNAGE FOR BLUFF CREEK OVERLAY DISTRICT MUST BE INSTALLED PRIOR TO ANY EARTH DISTURBING ACTIVITY UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER EXHITING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT Of HIS FAILURE TO EXACTLY LOCATE AND PRESERVE AN' AND ALL EXISTING UTILITIES. ffBASE�E ' USE (INCLUDING COPYING. DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CRY PROJECT NO FILE NONRH iWi91/ ADO BIB LDABLEPADAREA&TYP. LOT DETN_L INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WTTHOUT PREPARED BY MEORUNDER MY DIRECT SU PERVISIONANOTHATIFINAL EROSION CONTROL PLAN 3TM;S.W, _SRT_ 1_U_MAII _p_EVISIGNS PER DEVELOP ERS AGREEMENT SATHREAERGOUIST.INC'¢EXPREBSWRITTENAUTHORI2 TIONUSEWITHCUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER TIE - SNOAUTHORIIATIONCONSTITUTESANII1fGITIMATEWEANDSHALLTHEREBY UWS THEBTATEO MINNESOTA $ SATHRE-BERGQUIST, INC.----- -------------------------------- INDEMNIFY SATHRE-BERGOUIST. MC GF ALL RESPONSIBILITY. 1WSWTHBROADWAYWAYSATA,MN55391(=32)QSX100 CHANHASSEN VISTAS AT BENTZ FARMS SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE_ ____ _____ _____________ _________ ___ fROMILLEGITMATEUSETY YRESPoN510LEFORDAMAGE30RL03GEBRESULTING NATH/.XR. ERMAN.P.E m�9s PVSOTA HOMESTEAD PARTNERS. LLC. D.I.: 0 12 U. N,.y,ya-ri ROCK ENTRANCE BERM ----- SILT FENCE POST GRADING SILT FEI -so- BIO -ROLL 0 CONCRETE WASHOUT _ INLET PROTECTION = EROSION BLANKET ® BLUFF CREEK OVERLAY DISTRICT MONUMENT NOTE. ALL SIGNAGE FOR BLUFF CREEK OVERLAY DISTRICT MUST BE INSTALLED PRIOR TO ANY EARTH DISTURBING ACTIVITY UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER EXHITING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT Of HIS FAILURE TO EXACTLY LOCATE AND PRESERVE AN' AND ALL EXISTING UTILITIES. ffBASE�E ' USE (INCLUDING COPYING. DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CRY PROJECT NO FILE NONRH iWi91/ ADO BIB LDABLEPADAREA&TYP. LOT DETN_L INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WTTHOUT PREPARED BY MEORUNDER MY DIRECT SU PERVISIONANOTHATIFINAL EROSION CONTROL PLAN 3TM;S.W, _SRT_ 1_U_MAII _p_EVISIGNS PER DEVELOP ERS AGREEMENT SATHREAERGOUIST.INC'¢EXPREBSWRITTENAUTHORI2 TIONUSEWITHCUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER TIE - SNOAUTHORIIATIONCONSTITUTESANII1fGITIMATEWEANDSHALLTHEREBY UWS THEBTATEO MINNESOTA $ SATHRE-BERGQUIST, INC.----- -------------------------------- INDEMNIFY SATHRE-BERGOUIST. MC GF ALL RESPONSIBILITY. 1WSWTHBROADWAYWAYSATA,MN55391(=32)QSX100 CHANHASSEN VISTAS AT BENTZ FARMS SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE_ ____ _____ _____________ _________ ___ fROMILLEGITMATEUSETY YRESPoN510LEFORDAMAGE30RL03GEBRESULTING NATH/.XR. ERMAN.P.E m�9s PVSOTA HOMESTEAD PARTNERS. LLC. D.I.: 0 12 U. N,.y,ya-ri fl � r"""te amara r� 10 —r r a0u5 w4 w0 r/r w r? GRI 0 u.NNOIE CwSnNG .Np Gff� .1p.LI5nNG OE+ML IX nm Ing I NW R sT $IX%nG [4¢011 [OMladl r IW2 aaaa.,rea rrr. �riWa 0a � X s�e. �`-n.r arOi sr.nr a vr� rewr_.. r.w4 a+r GGf $MtlTMi $FP]tCE TSER f' (OK.i11R MM I6' CEER) wamrc RRMwl1 ra. 'W2 0P rY�a rT rr•_ `•i --I` Gilt TGE BEDONG =15 POM SDIS ONamsu RRM11EN+"r` zzm xM/w33 X06 r@V1Y O1 w xrollMrs rm s aa..R.m n r+. 1MC/1 IpRMI MiµLAIwX raimrr RpMl•OII r ICO• m Y� P®f $FCIION w M r�r a N.wM+r�a wr•� e.rr 14 f S.V1L.Ri 9:RN(E TYR SECMYI (LMii p.. RCR) 3003 1 '� .n m wwm r� R rar s00._ _ w0.aaunwMRanww m r• �N= Hwra _a10_ surtax/ sFRw sER.Tu cGl.Knwx o11T.a tm lER RM s G rte; �®eman m•. aaa0mr 0o 01f TZ ..Y Gf� ttRFR YRYILL [IaiO)s0IXRM11En r` p01 : r i' 33 Y T A M GAf SMIiMv SEMER OR$[f mR w µ as IxIEPSEcnd OlpBpa4 ® � fl � r"""te amara r� 10 —r r a0u5 w4 w0 r/r w r? GRI 0 u.NNOIE CwSnNG .Np Gff� .1p.LI5nNG OE+ML IX nm Ing I NW R sT $IX%nG [4¢011 [OMladl r IW2 aaaa.,rea rrr. �riWa 0a � X s�e. �`-n.r arOi sr.nr a vr� rewr_.. r.w4 a+r GGf $MtlTMi $FP]tCE TSER f' (OK.i11R MM I6' CEER) wamrc RRMwl1 ra. 'W2 0P rY�a rT rr•_ `•i --I` Gilt TGE BEDONG =15 POM SDIS ONamsu RRM11EN+"r` zzm xM/w33 X06 r@V1Y O1 w xrollMrs rm s aa..R.m n r+. 1MC/1 IpRMI MiµLAIwX raimrr RpMl•OII r ICO• m Y� P®f $FCIION w M r�r a N.wM+r�a wr•� e.rr 14 f S.V1L.Ri 9:RN(E TYR SECMYI (LMii p.. RCR) 3003 O] E. 9[11 IN 81130 FW Eu[RE ROI TRE '� .n m wwm r� R rar s00._ _ w0.aaunwMRanww m r• �N= Hwra _a10_ surtax/ sFRw sER.Tu cGl.Knwx o11T.a tm lER RM s G rte; �®eman m•. aaa0mr 0o 01f TZ ..Y Gf� ttRFR YRYILL [IaiO)s0IXRM11En r` p01 fl � r"""te amara r� 10 —r r a0u5 w4 w0 r/r w r? GRI 0 u.NNOIE CwSnNG .Np Gff� .1p.LI5nNG OE+ML IX nm Ing I NW R sT $IX%nG [4¢011 [OMladl r IW2 aaaa.,rea rrr. �riWa 0a � X s�e. �`-n.r arOi sr.nr a vr� rewr_.. r.w4 a+r GGf $MtlTMi $FP]tCE TSER f' (OK.i11R MM I6' CEER) wamrc RRMwl1 ra. 'W2 0P rY�a rT rr•_ `•i --I` Gilt TGE BEDONG =15 POM SDIS ONamsu RRM11EN+"r` zzm xM/w33 X06 r@V1Y O1 w xrollMrs rm s aa..R.m n r+. 1MC/1 IpRMI MiµLAIwX raimrr RpMl•OII r ICO• m Y� P®f $FCIION w M r�r a N.wM+r�a wr•� e.rr 14 f S.V1L.Ri 9:RN(E TYR SECMYI (LMii p.. RCR) 3003 xrrolMrO YG➢1Rxs"� m. r``..�n. raarr.a.._r 400 mN mM11n+ ""' x1ol � fa Cr LLr°Ta: -wa•�rtrr s �r� r .r Milt m RK BEpONG vM r.vc TGE O] E. 9[11 IN 81130 FW Eu[RE ROI TRE '� rwarerrrs. .r .nI••�--1Ya uaw u _ w0.aaunwMRanww m r• GGf RK BEDDING Ix CAM SOLS lER RM s G L4rtRw IX*M11an zzaz xrrolMrO YG➢1Rxs"� m. r``..�n. raarr.a.._r 400 mN mM11n+ ""' x1ol � fa Cr LLr°Ta: -wa•�rtrr s �r� r .r Milt m RK BEpONG vM r.vc TGE O] E. 9[11 IN 81130 FW Eu[RE ROI TRE A3RM�NM. �� +arra. m r �mr m,w.r FILE NO lER YRNfE WRC pfiRlK YlMlldf — 1005 xrrolMrO YG➢1Rxs"� m. r``..�n. raarr.a.._r 400 mN mM11n+ ""' x1ol � fa Cr LLr°Ta: -wa•�rtrr s �r� r .r Milt m RK BEpONG vM r.vc TGE 1• � O-. '� f1. 3r. aaia�snwwri rrssrn GRI I YA+ERYWN / STMY %KM I OF ® R 9NG TrxERw oERMI1Rw rr zzo• JwLI ro mlf r TN LWAK . LCC.1103 I C09 O] E. 9[11 IN 81130 FW Eu[RE ROI TRE A3RM�NM. �� FILE NO OR"WNRY TISS ROTI-OKIOHWIVEVNCEOF INFCR3MTIDN) OF THIS PRO[RICT IS STRICRV PROR@rtEO WRIgIIT OF THIS OR PREPMEO BY ME OII UNDER W DIRECT SUPERVISION NO U3AT YDI, r E`S s ] rf Y r] r• DETAIL SHEETS : r i' 33 Y T A M GAf SMIiMv SEMER OR$[f SATHRE-BERGQUIST, INC.SAID M ) 75 MCV YYMOIE pirO0C l0 ` zlm airw= .•r....r..r n //// cogFI T i "RT W m I. BO. 7 .+wABD X WmY4 LLM•MI �` 10.'.S 1• � O-. '� f1. 3r. aaia�snwwri rrssrn GRI I YA+ERYWN / STMY %KM I OF ® R 9NG TrxERw oERMI1Rw rr zzo• JwLI ro mlf r TN LWAK . LCC.1103 I C09 O] E. 9[11 IN 81130 FW Eu[RE ROI TRE A3RM�NM. �� FILE NO OR"WNRY TISS ROTI-OKIOHWIVEVNCEOF INFCR3MTIDN) OF THIS PRO[RICT IS STRICRV PROR@rtEO WRIgIIT OF THIS OR PREPMEO BY ME OII UNDER W DIRECT SUPERVISION NO U3AT YDI, r E`S s ] rf Y r] r• DETAIL SHEETS : r i' 33 Y T A M GAf SMIiMv SEMER OR$[f SATHRE-BERGQUIST, INC.SAID M ) 75 MCV YYMOIE pirO0C l0 ` zlm 1• � O-. '� f1. 3r. aaia�snwwri rrssrn GRI I YA+ERYWN / STMY %KM I OF ® R 9NG TrxERw oERMI1Rw rr zzo• JwLI ro mlf r TN LWAK . LCC.1103 I C09 R mm Cf iML r.rm_ Tw IXRM zzas 1 YNMN {FET OF RES+R. PR REOU KO O] E. 9[11 IN 81130 FW Eu[RE ROI TRE A3RM�NM. m`Of`II.Irs f wLAE N:YMD. FILE NO OR"WNRY TISS ROTI-OKIOHWIVEVNCEOF INFCR3MTIDN) OF THIS PRO[RICT IS STRICRV PROR@rtEO WRIgIIT OF THIS OR PREPMEO BY ME OII UNDER W DIRECT SUPERVISION NO U3AT YDI, r E`S s ] rf Y r] r• DETAIL SHEETS : r i' 33 Y T A M 9 T H e NE DULY REGISTERED PRCFESypy]y ENGWEER UNMR+ NE' IAWS O�.THE RT",E tOOY/��Lp"ESOT&gVk SATHRE-BERGQUIST, INC.SAID M ) 75 Y r) H 0 r{ W n rR airw= .•r....r..r IxOEIAMFY SATHRE-BER' LIST, INC. OF ALL REST NSB ITY. //// of S.VIiM1 SKR IxyOE amons di0' YI.NNOE �..._�_ ExaFtRxO olaMllKx+ "` z]o• R mm Cf iML r.rm_ Tw IXRM zzas 1 YNMN {FET OF RES+R. PR REOU KO O] E. 9[11 IN 81130 FW Eu[RE ROI TRE A3RM�NM. m`Of`II.Irs f wLAE N:YMD. FILE NO OR"WNRY TISS ROTI-OKIOHWIVEVNCEOF INFCR3MTIDN) OF THIS PRO[RICT IS STRICRV PROR@rtEO WRIgIIT OF THIS OR PREPMEO BY ME OII UNDER W DIRECT SUPERVISION NO U3AT YDI, r E`S s ] rf Y r] r• DETAIL SHEETS : r i' 33 Y T A M 9 T H e NE DULY REGISTERED PRCFESypy]y ENGWEER UNMR+ NE' IAWS O�.THE RT",E tOOY/��Lp"ESOT&gVk SATHRE-BERGQUIST, INC.SAID M ) 75 Y r) H 0 r{ W n rR RY M Y �H IxOEIAMFY SATHRE-BER' LIST, INC. OF ALL REST NSB ITY. //// X 3• r f3 r3] Y 7HANHA Y r] 3) e n IM SATHREAER U*T.INCRESERVES THE RICi1T TO HCtO PNY llEG11YMTE r „- 1505WnI8ROADViAY WAY]ATA. MN. 55;61185P1 •T6IXLYl m-R{A i� RFWIK E Tomrc fOMlr(xt " 1011 N.a.xr.a.r Ply f'.`. -• . a..Mr � •Y r r`r�T N e r r r rra =01 offf I STD2M 5wcH MM, ]' RERCT..AR OLS USERMATIOIN G.OIS HEREBY $pELffILgTICN WAS FILE NO OR"WNRY TISS ROTI-OKIOHWIVEVNCEOF INFCR3MTIDN) OF THIS PRO[RICT IS STRICRV PROR@rtEO WRIgIIT OF THIS OR PREPMEO BY ME OII UNDER W DIRECT SUPERVISION NO U3AT YDI, r E`S s DETAIL SHEETS 3]ess-oot RATHRE-BERGOI]IST, INC ,E%FRERR WRITTEN MIillgil2"TIONUSEWIMWT AIITRG TIONC ISTITUTES AN ILLFGffWn`ISE AND S THEREBY NE DULY REGISTERED PRCFESypy]y ENGWEER UNMR+ NE' IAWS O�.THE RT",E tOOY/��Lp"ESOT&gVk SATHRE-BERGQUIST, INC.SAID RY IxOEIAMFY SATHRE-BER' LIST, INC. OF ALL REST NSB ITY. //// 7HANHA VISTAS AT BENTZ FARMCHECKED SATHREAER U*T.INCRESERVES THE RICi1T TO HCtO PNY llEG11YMTE /,//G „- 1505WnI8ROADViAY WAY]ATA. MN. 55;61185P1 •T6IXLYl m-R{A —DATE Y RESFGNSRKf FOR DAMAC£s OR LOSSES RER11LnI1G FROM IILLUEGTATE THAN R_HERWN.VE, E HOMESTEAD PARTNERS, LLC. RSrGbD] USE' o r s R 12 DMe. �G.NP. Ln�e7— �L d "37iw`,d Wlf TYTCAL . NAMERH tttlelttl� CATCH .H .*M4XE EWWU W CIPARrI[HT ~ 7 31o1 1 -- -• 01f _ waRETEHTwx sTRUCTu,e � wTX KIR a wtNxnLE pOmCC NMHUE ~ 11G9A D�!,ty► 9 STMQARD M -OE -SAC � w ,w,f TPIC.4 CVL -OE -SA[ Voevee ¢s'mlul 5205 It= I CATCH BA9x ouYA n SH ,navxwYw_ Y�xTNw WnMIT r`. nR 3103 a ^• o HI YY n ne IIII �1 D Up TechnalD In v< 1� SKL ::L,'TRILIDtE •�� >r �vr-re `�,.-•:+^..ter.. - e. m A IdSY:EHTAI s1REEi SECIHM [I.imfE mWMIf SXq QraaesmrssasTu_•� COPYING. DISTRIBUT ,ANO CO1NEYANCE OF I HEREBY CERTIFY THAT THIS PLAN ORSPEL6IGTION WAS cog • f cOK m RESOE . s Ta[OSIc mYnlort SiOJ DM°EwAT E..AH ES t0 m Mir S-1MlER4[TCN C ETE VALLEY WTTER pYamflC mM11Ort 530fi •�� >r �vr-re `�,.-•:+^..ter.. - e. m A IdSY:EHTAI s1REEi SECIHM [I.imfE mWMIf SXq QraaesmrssasTu_•� COPYING. DISTRIBUT ,ANO CO1NEYANCE OF I HEREBY CERTIFY THAT THIS PLAN ORSPEL6IGTION WAS cog • f cOK m RESOE . s Ta[OSIc mYnlort SiOJ DM°EwAT E..AH ES t0 wTH AxD wTHTT WR85 53CD DETAIL SHEETS3]B65OUtuLINFORMATION) �p WRITTEN WTHORIZATRMI. USE WITHWi SMIR ORII.NTEUSENIOSMALLIHEREBY AM A WLY REGISTERED FROFESSICNAL ENGWEERUNCRTHESAIDAUTHCRWTIDNCONSTI LAWSFTNEBTATE��OJJFFFMINNESOTA. SATHRE-BERGQUIST, INC.CHECKED SFGDW -ura Mir BASIN YWXIXF ® wm wwv W>[Lwx9 xPuu[xT ""' Slw •�� >r �vr-re `�,.-•:+^..ter.. - e. m A IdSY:EHTAI s1REEi SECIHM [I.imfE mWMIf SXq "nON A -A �f WRB T CA70 BAS ® Al CAICX BASIN c1la.w.W mMnuT •"` J� p�w�o'��u��er oiiiivii 11/1. ItMe I PATuw�K' BISTII ITs oIXNCMwmU^ •-` 53x1A f T AL STSET PATCMHC r t_ WS Rs a+ WTE VNTE9T.VN]u5) • roumc ®.port — 5.m Y aH. Iflf CdCRE2 (0 SxYA1l( oumnc CV.ICpII "` 531. QraaesmrssasTu_•� COPYING. DISTRIBUT ,ANO CO1NEYANCE OF I HEREBY CERTIFY THAT THIS PLAN ORSPEL6IGTION WAS cog • f cOK m RESOE . s Ta[OSIc mYnlort SiOJ DM°EwAT E..AH ES t0 wTH AxD wTHTT WR85 53CD "nON A -A �f WRB T CA70 BAS ® Al CAICX BASIN c1la.w.W mMnuT •"` J� p�w�o'��u��er oiiiivii 11/1. ItMe I PATuw�K' BISTII ITs oIXNCMwmU^ •-` 53x1A f T AL STSET PATCMHC r t_ WS Rs a+ WTE VNTE9T.VN]u5) • roumc ®.port — 5.m Y aH. Iflf CdCRE2 (0 SxYA1l( oumnc CV.ICpII "` 531. ®f I Pquvvn GN Romps t_ pey lel S �[ow•[b.mOn `� 5315 C.v-.D IAXET smCT URE . E .NLIMG ORMHpI v 3,, � I rmcAL TRe R1p111$ F�%f/1hJI I i I e t ie 1!11(,ii1 t es�� li 1 j ip II 1 , t t • t tnl �f PSWslrv. CVC Rurpa Page 3 0l 5 _s oo¢sc ovrllt.l •- 5315A U[CIti lH ND. BY DATE Irsi� r[ r. I COPYING. DISTRIBUT ,ANO CO1NEYANCE OF I HEREBY CERTIFY THAT THIS PLAN ORSPEL6IGTION WAS cog rwlcli CUm UT R s Ta[OSIc mYnlort SiOJ ®f I Pquvvn GN Romps t_ pey lel S �[ow•[b.mOn `� 5315 C.v-.D IAXET smCT URE . E .NLIMG ORMHpI v 3,, � I rmcAL TRe R1p111$ F�%f/1hJI I i I e t ie 1!11(,ii1 t es�� li 1 j ip II 1 , t t • t tnl �f PSWslrv. CVC Rurpa Page 3 0l 5 _s oo¢sc ovrllt.l •- 5315A U[CIti lH ND. BY DATE flEVI$pNs COPYING. DISTRIBUT ,ANO CO1NEYANCE OF I HEREBY CERTIFY THAT THIS PLAN ORSPEL6IGTION WAS FILE NO.USE)INCLUDING OF THIS PRCOUCT IS STRICTLY P IDHIBRED WI1HWi PREPARED BY ME OR UNDER MY DIRECT SUPERVISIMKaTHAT Is DETAIL SHEETS3]B65OUtuLINFORMATION) BYSATNREBERGWIST,INC.§E%PRESS WRITTEN WTHORIZATRMI. USE WITHWi SMIR ORII.NTEUSENIOSMALLIHEREBY AM A WLY REGISTERED FROFESSICNAL ENGWEERUNCRTHESAIDAUTHCRWTIDNCONSTI LAWSFTNEBTATE��OJJFFFMINNESOTA. SATHRE-BERGQUIST, INC.CHECKED INDEMNIFYSATHRE-RERDWIST.INC. DF ALI RESPDNSIBRf1Y. ]/% /%/ =HANA VISTAS AT BENTZ FARM11DLSATHRE-BERI-0UIST,INC. BY RESERVES ,505pUTH BROPDWAY WFYL1Tq MN. 5511953)<15EWT THERJGHTTOHOLDANYWUEGRBMTEG�-^7�"' b e'p"Fxa USER DH PARTY LEGµ YRESP )BLE Fq2 DAMAGES OR LOSSES RESULTING FROM RI£GITMATE USE. N HEWSIAN. P.E. HOMESTEAD PARTNERS, LLC. 12 oDATE oR LI,. Mp. 4798-✓/ va,=` r I I f fllf PMnPi f Rwryf ® Popa 3 01 5 Nomac mmNUr w ` 52\58 of PNeaVlon Cure R-05 l Q' Poq< 1 of 5 rr a.mamNa oomsc ODsn,On — 52150 cut I PMes4im CW Rwrpa ® Poge 5 0l 5 uamec ¢Msl,pr "` 52t5p USE (INCLUDING COPYING. DISTRIBUTION, ANDCR CONVEYANCE CE INFORMATION1p THIS PRODUCT IS STRICTLY MIXIIBITED WRHD(IT SATHRE BEHGOUIST. MI s E%PRESS NRITTEN AUTIORVATN]N. USE IMTHCk T SAIDAllTHCRVATIONCONSTITUTESANILLEGITIMATEUSEANDSIWLTIEREBY SATHRE RBST INc.OF ALL RESPoNELDN//// SATHRE-BEHGOIIIST,INC. RESEAJES THE RMM TO HOLD ANY ILLf(iITIWTE OR PARTYLEGALLY RESPONSIBLE FOR DAMAGES CR LOSSES RESULTINGnMI FROMILEGITMATEUSE. a` zGMs S�qF aDLS 'SATHRE-BERGQUIST, INC.VISTAS „, t i5'J SOUTH BROAW/AY WAYIAT0. MN. 553)1155210TBBIXAIUSER +421 F:tA CITnNNEA w m •. urw rw mws � PIAMo II C0 pNsuw ECTON BY } q�� @1/ RDD C`INSENTRANCE C9mst DmT,011 Sl0\ yyy�H r~"n i wr irrn rr, ur4• `��wMMr,a�wrs 11 f f SMET AND E6ffiAL 1RAfTlC $KSI MSiALLATpI DotAc [OMMr "` 5211 os rgmm.rmnarns. s �i`u�,sss's min n iryirima m. w� '1'O ALTERNATE SIB-9AFACE M CRAINTL1iE- 233 of PNeaVlon Cure R-05 l Q' Poq< 1 of 5 rr a.mamNa oomsc ODsn,On — 52150 cut I PMes4im CW Rwrpa ® Poge 5 0l 5 uamec ¢Msl,pr "` 52t5p USE (INCLUDING COPYING. DISTRIBUTION, ANDCR CONVEYANCE CE INFORMATION1p THIS PRODUCT IS STRICTLY MIXIIBITED WRHD(IT SATHRE BEHGOUIST. MI s E%PRESS NRITTEN AUTIORVATN]N. USE IMTHCk T SAIDAllTHCRVATIONCONSTITUTESANILLEGITIMATEUSEANDSIWLTIEREBY SATHRE RBST INc.OF ALL RESPoNELDN//// SATHRE-BEHGOIIIST,INC. RESEAJES THE RMM TO HOLD ANY ILLf(iITIWTE OR PARTYLEGALLY RESPONSIBLE FOR DAMAGES CR LOSSES RESULTINGnMI FROMILEGITMATEUSE. a` zGMs S�qF aDLS 'SATHRE-BERGQUIST, INC.VISTAS „, t i5'J SOUTH BROAW/AY WAYIAT0. MN. 553)1155210TBBIXAIUSER +421 F:tA CITnNNEA w m •. urw rw mws � PIAMo II C0 pNsuw ECTON BY OETAL q�� @1/ RDD C`INSENTRANCE C9mst DmT,011 Sl0\ of PNeaVlon Cure R-05 l Q' Poq< 1 of 5 rr a.mamNa oomsc ODsn,On — 52150 cut I PMes4im CW Rwrpa ® Poge 5 0l 5 uamec ¢Msl,pr "` 52t5p SUNMENT MGDELACG23 ad Elf wa BAsx fIIIIIIIIIo $EPYfJIi 1RAP u—svavm�w. D.rRlsc ®'aMX1 SXI2A wMMaM�m �._,w,wm.R Rr.�n�/�TwCaoa u RYi�wrt�ti m�aM � .aov. ru ar, w �<�W x�a6. si O wvl mlf BnMxws Q' MUL SC��'�S�'LSLI9CL'.3r f'YSQCLTL3�-� SbPl3't�'-� n 1 I F —. Lomnc LwIm— ` 5m F nim 1 vm r.rM � e Oil 5L1 80k YpMENT MAP fa 5XI2G USE (INCLUDING COPYING. DISTRIBUTION, ANDCR CONVEYANCE CE INFORMATION1p THIS PRODUCT IS STRICTLY MIXIIBITED WRHD(IT SATHRE BEHGOUIST. MI s E%PRESS NRITTEN AUTIORVATN]N. USE IMTHCk T SAIDAllTHCRVATIONCONSTITUTESANILLEGITIMATEUSEANDSIWLTIEREBY SATHRE RBST INc.OF ALL RESPoNELDN//// SATHRE-BEHGOIIIST,INC. RESEAJES THE RMM TO HOLD ANY ILLf(iITIWTE OR PARTYLEGALLY RESPONSIBLE FOR DAMAGES CR LOSSES RESULTINGnMI FROMILEGITMATEUSE. I HEREBY CERTFY TNRT THIS PLAN Cq $pECIFICATpN WAB PREPARED BY ME OR UNDER MYOIRECTSUPFRVISION= TNAT I AM A DULY REGISTERED MCiES$ICNp1 ENGWEEp IINDERTHE LAWSO�,THESTATE000��MINNESOTA /J/CHDLS /,i/L /{q/�_ NATHAN R.HERMAN,PE. zGMs S�qF aDLS 'SATHRE-BERGQUIST, INC.VISTAS „, t i5'J SOUTH BROAW/AY WAYIAT0. MN. 553)1155210TBBIXAIUSER +421 F:tA CITnNNEA w m mIf PIAMo II C0 pNsuw ECTON BY OETAL nrmz oMwn,[,n ` 52M SUNMENT MGDELACG23 ad Elf wa BAsx fIIIIIIIIIo $EPYfJIi 1RAP u—svavm�w. D.rRlsc ®'aMX1 SXI2A wMMaM�m �._,w,wm.R Rr.�n�/�TwCaoa u RYi�wrt�ti m�aM � .aov. ru ar, w �<�W x�a6. si O wvl mlf BnMxws Q' MUL SC��'�S�'LSLI9CL'.3r f'YSQCLTL3�-� SbPl3't�'-� n 1 I F —. Lomnc LwIm— ` 5m F nim 1 vm r.rM � e Oil 5L1 80k YpMENT MAP fa 5XI2G FZ- s ps�m� ~•rerr rr or ASSEMBLY ® BASE Mi., .e.saou.. cwrELww Rwn,E,n n" 5241 .nRLlras t.rwmt'�s :J P�wr`.ve of I BEEPER ala ucai f' CIMpKCN IN. WATTE Qnf FM LAME 1— 91NA2 u � pYAOi ttsw,uM nw ` 52\B AI sr� w w r�rwi,u�y. a�mramfr.. r �. ,r w'-'�� ri, •rer n7.r off ARMCACTYPIcu ffa BE Bomec IVNnYEM 5244 LSI rr <r wvm A' lmmsras flf TEM,HR SETIME TRAP fa 35 Ap1E5 Dt lFS$ asswmr,e nMwc Ppuv[n ` 5X121 CETA =z-�'w�parlian ri u iui mIf 1' SUB-AMTAGE f' g SURF ouasc cfsnN(x, "' ` 5232 ,5S•• •rrra— �l�C Qlf 5LT f� RxS n rv<wk [dNn.p1 S.Hp �d a MR n...a BwAcm 6 f t PLACEYEM ffa ENi r a [rw¢wc tdwN[m "r ` SSOJ ..cciurvert UAH: REVISIONS GUS USE (INCLUDING COPYING. DISTRIBUTION, ANDCR CONVEYANCE CE INFORMATION1p THIS PRODUCT IS STRICTLY MIXIIBITED WRHD(IT SATHRE BEHGOUIST. MI s E%PRESS NRITTEN AUTIORVATN]N. USE IMTHCk T SAIDAllTHCRVATIONCONSTITUTESANILLEGITIMATEUSEANDSIWLTIEREBY SATHRE RBST INc.OF ALL RESPoNELDN//// SATHRE-BEHGOIIIST,INC. RESEAJES THE RMM TO HOLD ANY ILLf(iITIWTE OR PARTYLEGALLY RESPONSIBLE FOR DAMAGES CR LOSSES RESULTINGnMI FROMILEGITMATEUSE. I HEREBY CERTFY TNRT THIS PLAN Cq $pECIFICATpN WAB PREPARED BY ME OR UNDER MYOIRECTSUPFRVISION= TNAT I AM A DULY REGISTERED MCiES$ICNp1 ENGWEEp IINDERTHE LAWSO�,THESTATE000��MINNESOTA /J/CHDLS /,i/L /{q/�_ NATHAN R.HERMAN,PE. zGMs S�qF aDLS 'SATHRE-BERGQUIST, INC.VISTAS „, t i5'J SOUTH BROAW/AY WAYIAT0. MN. 553)1155210TBBIXAIUSER +421 F:tA CITnNNEA �+ DETAIL SHEETS AT BENTZ FARM HOMESTEAD PARTNERS, LLC. FILE NO. 31DRAWN BY 12 12 CHECNED BY °A- r~"n i wr irrn rr, ur4• `��wMMr,a�wrs 11 f f SMET AND 1RAfTlC $KSI MSiALLATpI DotAc [OMMr "` 5211 FZ- s ps�m� ~•rerr rr or ASSEMBLY ® BASE Mi., .e.saou.. cwrELww Rwn,E,n n" 5241 .nRLlras t.rwmt'�s :J P�wr`.ve of I BEEPER ala ucai f' CIMpKCN IN. WATTE Qnf FM LAME 1— 91NA2 u � pYAOi ttsw,uM nw ` 52\B AI sr� w w r�rwi,u�y. a�mramfr.. r �. ,r w'-'�� ri, •rer n7.r off ARMCACTYPIcu ffa BE Bomec IVNnYEM 5244 LSI rr <r wvm A' lmmsras flf TEM,HR SETIME TRAP fa 35 Ap1E5 Dt lFS$ asswmr,e nMwc Ppuv[n ` 5X121 CETA =z-�'w�parlian ri u iui mIf 1' SUB-AMTAGE f' g SURF ouasc cfsnN(x, "' ` 5232 ,5S•• •rrra— �l�C Qlf 5LT f� RxS n rv<wk [dNn.p1 S.Hp �d a MR n...a BwAcm 6 f t PLACEYEM ffa ENi r a [rw¢wc tdwN[m "r ` SSOJ ..cciurvert UAH: REVISIONS GUS USE (INCLUDING COPYING. DISTRIBUTION, ANDCR CONVEYANCE CE INFORMATION1p THIS PRODUCT IS STRICTLY MIXIIBITED WRHD(IT SATHRE BEHGOUIST. MI s E%PRESS NRITTEN AUTIORVATN]N. USE IMTHCk T SAIDAllTHCRVATIONCONSTITUTESANILLEGITIMATEUSEANDSIWLTIEREBY SATHRE RBST INc.OF ALL RESPoNELDN//// SATHRE-BEHGOIIIST,INC. RESEAJES THE RMM TO HOLD ANY ILLf(iITIWTE OR PARTYLEGALLY RESPONSIBLE FOR DAMAGES CR LOSSES RESULTINGnMI FROMILEGITMATEUSE. I HEREBY CERTFY TNRT THIS PLAN Cq $pECIFICATpN WAB PREPARED BY ME OR UNDER MYOIRECTSUPFRVISION= TNAT I AM A DULY REGISTERED MCiES$ICNp1 ENGWEEp IINDERTHE LAWSO�,THESTATE000��MINNESOTA /J/CHDLS /,i/L /{q/�_ NATHAN R.HERMAN,PE. zGMs S�qF aDLS 'SATHRE-BERGQUIST, INC.VISTAS „, t i5'J SOUTH BROAW/AY WAYIAT0. MN. 553)1155210TBBIXAIUSER +421 F:tA CITnNNEA �+ DETAIL SHEETS AT BENTZ FARM HOMESTEAD PARTNERS, LLC. FILE NO. 31DRAWN BY 12 12 CHECNED BY °A- Chanhassen City Council — October 27, 2014 A-1 4 5. Approval of Service Agreement for Joint Assessment with Carver County Assessor, 2015-2016. 6. TH 101 Project (Flying Cloud Drive to Pioneer Trail): Resolution #2014-65: Approve Resolution of Support for Federal Grant Applications for Reconstruction. Resolution #2014-66: Approve Resolution of Support for Federal Grant Applications for Pedestrian Trail Improvements. 7. Deleted. 8. Approval of Amendments to Personnel Policy to Comply with State Law. 9. Approval of Impound Contract with Countryside Veterinary Clinic. 10. Award of Bid: Security Improvements at City Hall, Public Works Building and Fire Station. 11. Vistas at Bentz Farm: Final Plat Approval and Approval of Development Contract and Plans & Specifications. 12. Approve Lease Amendment for T -Mobile Antenna on Minnetonka Middle School West Water Tower. All voted in favor and the motion carried unanimously with a vote of 5 to 0. VISITOR PRESENTATIONS: None. LAW ENFORCEMENT/FIRE DEPARTMENT UPDATE. Mayor Furlong: This evening we have our monthly updates from our sheriff's department and fie department. We'll start with Lt. Jeff Enevold with the Carver County Sheriff s Office. Good evening Lieutenant. Lt. Jeff Enevold: Good evening Mr. Mayor, council. I think I'll get to address you as Mr. Mayor but one more time and that will be it. Is the clicker up here Kate? One more please. I just wanted to update you on a, anupdate here. A burglary update that occurred on October 21" of this year. Deputies responded to a burglary where residents were over $25,000 of items were taken and our investigator the following day. Investigatory Raschke received information that the suspect that we had related to this burglary was arrested in a neighboring community for DUI and the car that he was arrested in matched a description from a witness of a car they had seen near the burglary update so Deputy Raschke went to the neighboring police department. Took a picture of the car. Brought it back to the witness and the witness said yeah, that's the car that was there. So Detective Raschke and Detective Wagner assisted the City where he was arrested with a search warrant on the vehicle and they recovered half of the stolen property from their home. They went to jail. Interviewed the suspect and got a full confession of the burglary and we were able to return the stolen property to the owner so a great outcome and I just wanted to recognize the excellent work that was done from the initial response. The deputies going there. Taking all the necessary information and to the confession so just kind of underscores the importance of having an investigator up here that can gather all this information and take it and solve these crimes so. Next thing I want to do is bring Sergeant Wollin, Deputy Bengtson and Deputy Fiedler up here. I want to recognize them on a call for service that they were on that is pretty unusual. Put up the next one. On October 6' at about 10:25 p.m. Deputy Bengtson and Deputy Fiedler responded to a medical of a pregnant female who was having contractions. They arrived and without getting into too much detail it was obvious they SCANNED CHANHASSEN CITY COUNCIL REGULAR MEETING OCTOBER 27, 2014 Mayor Furlong called the meeting to order at 7:00 p.m. The meeting was opened with the Pledge to the Flag. COUNCIL MEMBERS PRESENT: Mayor Furlong, Councilman Laufenburger, Councilwoman Ernst, Councilwoman Tjomhom, and Councilman McDonald STAFF PRESENT: Todd Gerhardt, Laurie Hokkanen, Paul Oehme, Kate Aanenson, Todd Hoffman, Greg Sticha, and Roger Knutson Mayor Furlong: Thank you and welcome everybody. Those here in the council chambers as well as those watching at home tonight. We're glad that you chose to join us this evening. At this time I would ask if there are any changes or modifications to the agenda as published. I would announce for those who might be here for a couple items, the Economic Development Authority meeting that was posted for being on this evening will be postponed and we will do that most likely now at our November l Om meeting. Also one of the public hearing items that was noticed and published, item I(1) relating to a metes and bounds subdivision at 2061 West 651h Street is also been deleted for tonight's agenda so if you're here for either of those two items, we're not going to be covering them this evening. With that are there any other changes or modifications from members of the council they'd like to discuss? If not then we'll proceed with the agenda as published with those modifications that I mentioned. With that let's begin this evening. PUBLIC ANNOUNCEMENTS: INVITATION TO SEMINARY FEN WORK DAY. Mayor Furlong: I'd like to extend an invitation to everyone relating to the Seminary Fen fall clean-up event. This is the third annual Seminary Fen Fall Clean -Up that will take place on Saturday, November V. That's this coming Saturday. Everyone is invited to spend the morning helping to restore the State designated scientific and natural area down along the Minnesota River. DNR staff will be on hand to lead the volunteers as they pull buckthorn, pick up trash and do other activities. Afterwards the volunteers will be invited to tour the fen with the DNR Naturalists and learn more about that unique area in our town. The event is sponsored by the Chanhassen Environmental Commission in partnership with the DNR. Volunteers will meet at 9:00 a.m. in the fen parking lot, right off County 61, Flying Cloud Drive. For more information, including a location map can be found on our City's website so again, November V. Seminary Fen clean-up. That's this coming Saturday. 9:00 a.m. down off of Flying Cloud Drive at the fen parking lot. Everyone is welcomed to help. CONSENT AGENDA: Councilman Laufenburger moved, Councilwoman Ernst seconded to approve the following consent agenda items pursuant to the City Manager's recommendations: 1. Approval of City Council Minutes dated October 13, 2014 2. Approval of Planning Commission Minutes dated October 7, 2014 3. Award of Bid, Neighborhood Park Shelters. 4. Authorize Preparation of Feasibility Reports: a. Resolution #2014-63: 2015 Street Rehabilitation Project 15-01. b. Resolution #2014-64: Kerber Boulevard Overlay Project 15-02. V SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY, WAYZATA, MINNESOTA, 55391 (952) 476-6000 FAX (952) 476-0104 September 22, 2014 Listed below are the review letter comments and our responses to each item. Please see below. DATE: FILE NO.: PETITIONER: PRELIM&FINAL PLAT: LOCATION: RECOMIIMNDATION 2014-018 Homestead Partners, LLC. Jason Biederwolf VISTAS AT BENTZ FARMS East of Dunkirk Lane and south of Tena Vista Addition uTYOFCHq RECEIVED SEIJ 12 2014 1,1ANNAMplAftOf1FCY Staff recommends that the Planning Commission approve the project subject to the following conditions and adoption of the attached Findings of Fact and Recommendation: Rezoning 1. The rezoning shall apply only to the platted lots within Vistas at Bentz Farms and exclude the outlets. Conditional Use Permit 2. Dedicate Outlot A to the City as permanent open space. Subdivision Building Official Conditions 1. Provide a 1:200 "clean" plat drawing. Response: A 1:200 clean plat drawing is included with the submittal. 2. Demolition permits are required for the removal of any existing structures. Response: The developer will obtain any necessary permits prior to demolition activities. 3. Buildings may be required to be designed by an architect and/or engineer as determined by the Building Official. Response: The City and the Developer can discuss this. Serenity on the Greenway (2014018) Final Plat Page 2 4. A final grading plan and soils report must be submitted to the Inspections Division before permits can be issued. Response: A grading plan and soils reports are included with this submittal. 5. Retaining walls over four feet high require a permit and must be designed by a professional engineer. Response: Retaining wall has been revised to a maximum height of 4 feet. 6. Each lot must be provided with separate sewer and water services. Response: All lots have separate sewer and water services provided. 7. The applicant and/or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. Response: As the engineer, we can be available to discuss plan review and permit procedures at any time. Engineering Conditions 1. The developer shall update the title search for this property and find the documentation for the roadway easement on Parcel 2. Response: Developer will provide updated title work. 2. The final plan submittal must show the proposed elevation at the proposed building comers. Response: Spot elevations have been provided at the front and rear set back lines to ensure both lots will drain. 3. Proposed lots shall be graded to drain away from building locations. Response: Lots are graded to drain away from houses. 4. The grading plan must show proposed elevations at the center of the proposed driveway at the curb line. Response: Driveway grades are shown to the right of way with an elevation listed at the right of way. The grade then changes and follows the boulevard to the road. This way, the standard boulevard is maintained. 5. The lowest building opening for properties adjacent to an Emergency Over -Flow (EOF) must be a minimum of 1 foot above the EOF elevation. Response: Lowest openings are set at a minimum of 1 foot above EOF. 6. The plans must identify proposed stockpile areas. Response: The erosion control plan now shows a proposed area for stockpiling. 7. The retaining wall must be designed by a professional engineer registered in the state of Minnesota. Response: Retaining wall has been redesigned to a maximum height of 4 feet. 8. The following materials are prohibited for retaining wall construction: smooth face, poured in place concrete (stamped or patterned is acceptable), masonry, railroad ties and timber. Walls taller than 6 feet shall not be constructed with boulder rock. Response: Retaining wall has been redesigned to a maximum height of 4 feet and will be boulder rock. 9. A Homeowners Association (HOA) must be created to take ownership and maintenance responsibility of the retaining wall and any drain tile that will cross property lines. Response: Developer will provide HOA documents. 10. Curb and gutter are required for the private street. Response: The private street will be graded with a reverse crown such that storm water will run down the centerline to CB B3. Curb and gutter is not necessary. WAZD14Pm m\37865MICRAN ssa-6ENMINFOT.o pm V.M.\SN-fieVp I - surf Report-092214.doex Serenity on the Greenway (2014018) Final Plat Page 3 11. The engineering department's preference would be to remove the farm drives and the culverts underneath them. The developer's engineer shall work with Carver County staff to accomplish this. Response: Notes have been added to the plans to remove farm drives and culverts. We will work with Carver County as necessary to work within county right-of-way. 12. The proposed watermain pipe shall by C900. Response: Pipe was marked as such in profiles. 13. An assessment for the Lake Ann Interceptor improvements from 2003 is outstanding for this property. The principal of $187.50 must be paid or reassessed to the individual lots at the time of final plat. Response: Developer is responsible for all assessments and fees. 14. An assessment for water and sewer improvements from 2002 is outstanding. The principal of $38,922.00 must be paid or reassessed to the individual lots at the time of final plat. Response: Developer is responsible for all assessments and fees. 15. Water and sewer partial hook-ups are due at the time of final plat. The partial hook-up fees will be assessed at the rate in effect at that time. Response: Developer is responsible for all assessments and fees. Fire Marshal Conditions 1. A three-foot clear space must be maintained around fire hydrants. Response: Hydrants are placed with adequate space around them. 2. Prior to combustible construction, fire hydrants must be made serviceable. Response: Fire hydrants will be made serviceable before combustible construction. 3. Temporary street signs shall be installed prior to and during construction. Response: Temporary street signs will be installed prior to construction. 4. Prior to combustible construction, fire apparatus access roads capable of supporting the weight of fire apparatus shall be made serviceable. Response: Fire apparatus roads will be made serviceable before combustible construction. 5. No burning permits will be issued for trees, brush that is removed. Response: Trees and brush will be removed from site. 6. The center island in the proposed cul du sac is not allowed. Response: The cul-de-sac island has been removed. 7. Submit proposed private street name to Chanhassen Fire Marshal and Building Official for review and approval. Response: Private street name: Windsor Court. 8. An additional fire hydrant will be required at the northwest comer of Galpin Boulevard and Fawn Hill Road. Response: There is a proposed hydrant to the NW of the intersection. 9. "No Parking Fire Lane" signs will be required on the east side of the private drive/road. Spacing shall be 75 feet, wording on both sides of posts. Contact Chanhassen Fire Marshal for more information if needed. Response: Signs have been added to plans. Natural Resource Specialist Conditions Tree protection fencing will be required around any preserved trees. It shall be installed prior to grading. Response: Silt fence will be used to determine grading/tree removal limits. Tree preservation fencing shall be installed at the dripline around tree #432. The applicant shall revise the grading plan to show no grading within a 20' diameter around the tnmk of the tree, with the exception of the street installation to the west of the tree. w:vm4PIO*M\37865-01CHANUA&SEN-6EKMKFO\Cm,vp..dm Le \SBI -eV., -s Report-092214.docx Serenity on the Greenway (2014018) Final Plat Page 4 Response: No grading contours pass within a 20' diameter of the tree with the exception of the street installation. The applicant shall remove all hazard and diseased trees in the bufferyard area prior to final acceptance of the completed development. Response: Hazardous and diseased trees will be removed. Each lot shall have a minimum of three trees planted, at least one of those trees must be in the front yard. Response: Revised landscape plan is included. In the plant schedule, the applicant should correct Picea abies as Norway spruce, not Norway pine. Response: The landscape plan has been revised. Parks Conditions 1. Full park fees in lieu of additional parkland dedication and/or trail construction shall be collected at the time of final plat recording. Response: Developer is responsible for all assessments and fees. Planning Conditions 1. The applicant needs to calculate the lot areas of Lots 1 through 4 excluding the lot area encompassed within the private street easement. Lot 1: 1.85 ac. Lot 2:.74 ac. Lot 3:.74 ac. Lot 4:.69 ac. 2. Lots within the development are limited to single-family detached homes. Response: All lots will be single family detached homes. 3. The applicant shall work with the Carver County Historical Society to create and install a historic marker or plaque for the property commemorating the Lyman Farm. Response: The developer will be responsible for working to create historic marker/plaque. 4. Unless the property to the northwest is combined with the property to the north of this development as a zoning lot, which is ghost platted in conjunction with this plat, the developer will be required to show how to this parcel will be accessed and developed. Response: The NW property is being combined with the property to the north. Water Resource Specialist Conditions 1. The developer's engineer shall work with staff to provide more clear and concise demarcation of the Bluff Creek Overlay District and the setback from the Bluff Creek Overlay District. Response: Plans are more clearly labeled. 2. The Bluff Creek Overlay District boundary shall be demarcated with appropriate signage at all points of intersection with lot lines and at all major angle points. This signage shall be show on the plat, site plan and erosion control plan. Response: Monumentation has been added to the plans. 3. All signage for the Bluff Creek Overlay District shall be installed prior to any earth - disturbing activity unless otherwise approved by the City in writing. Response: A note has been added to the plans. W:\W14 ftj"U78"I cEA SSEN - eENf�MC rreW,.d roumuWl- R spo �, - svr Report-092214.docx Serenity on the Greenway (2014018) Final Plat Page 5 4. That portion of the Bluff Creek Overlay District and applicable setback disturbed for site grading shall be vegetated in native vegetation and a planting plan and schedule shall be provided. Response: We will work with the city to discuss native seed mixes and timing. 5. Outlot A shall be dedicated to the City. Response: Outlot A will be dedicated to the City. 6. The swale behind Lots 13 and 14 shall have a drain tile installed as part of the site grading and utility installation. This shall be included before final plat approval. Response: Typically draintile is installed through long stretches of rear yard runoff and on shallow slopes. 7. The pond designs shall include either the installation of forebays as described in the City's Surface Water Management Plan or provide for the installation of environmental manholes or four -foot or deeper sump manholes with a SAFL baffle at CBMH A2 and B2. Response: Sumps have been added to CBMHs A2 and B2. Environmental manholes will be used to satisfy requirements. 8. The filtration bench shall be lined with an impervious geotextile fabric to prevent intrusion of ground water into the trench and due to the lack of adequate separation to water table. Response: The filtration shelf detail now calls out an impervious geo fabric for the filtration shelf. 9. A comprehensive, stand-alone SWPPP document with all elements required by Part III of the NPDES construction permit shall be prepared and submitted to the City for review and comment before final plat approval. Response: A copy of the SWPPP has been included with the submittal. 10. The applicant must demonstrate the infeasibility of alternate methods of volume reduction to justify the absence of any volume reducing management practices as is currently proposed before final plat approval. Response: This property has been looked at numerous times over the years for development. The primary reason nothing has happened in the past is due to the soils found on-site. We did 5 soil borings on the site to begin with. Due to the results found, we went out and dug an additional 12 test pits to see if the soil borings were accurate. On average, there is 7 to 8 feet of unsuitable soil across the top of the site. Below that we tight clay soils not conducive to infiltration. Also due to Buff Creek and the large wetland complex, the water table was observed in the soil borings as well. The original preliminary plat contained 20 lots. There was a public cul-de-sac extending south with lots on both sides. Due to the soils, we turned the public cul-de-sac into a private driveway only serving 4 lots. Needless to say, the soils found on site have been the largest obstacle for this development and long term infiltration practices found on-site are not a viable option. 11. The applicant must comply with the requirements of all other jurisdictional agencies with authority over the project area. Response: We will obtain approval for all necessary agencies, however, we are uncertain if a watershed application needs to be made. At this time, it is our understanding that RPBCWD currently does not have a stormwater rule. Please advise. 12. Surface Water Management connection charges are estimated to be $57,136.00. This connection charge will be due at the time of final plat. Response: The developer will be responsible for all fees. W:12010 Pr.*%137865-001 CHANHASSEN-BENTZ\INFO\Cossnpoodeoa\Ieo SBI-Re.v. Liner- stiff Report-092214.docx CITY OF CBANNAS3EN 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 952.227.1110 Building Inspections Phone: 952.227.1180 Fax: 952.227.1190 Engineering Phone: 952.227.1160 Fax: 952.227.1170 Finance Phone: 952.227.1140 Fax: 952.2271110 Park & Recreation Phone. 952.227.1120 Fax 952,2271110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.227.1404 Planning & Natural Resources Phone: 952 227,1130 Fax: 952.2271110 F-1 I MEMORANDUM TO: Todd Gerhardt, City Manager FROM: Stephanie Smith, Project Engineer Bob Generous, Senior Planner DATE: October 27, 2014 SUBJ: Vistas at Bentz Farm Final Plat,' - Development Contract, and Plans & Specifications — Planning Case #2014-18 PROPOSED MOTION "The Chanhassen City Council approves: The final plat for Vistas at Bentz Farm with a variance for the use of a private street subject to the conditions of the staff report; 2. The development contract for Vistas at Bentz Farm; and 3. The plans and specifications for Vistas at Bentz Farm." Approval requires a majority vote of the City Council. PROPOSAL SUMMARY The applicant, Homestead Partners, LLC, is requesting final plat approval to create 15 lots, 4 outlots and right-of-way for public streets for the property located north of Bluff Creek on the west side of Galpin Boulevard. BACKGROUND Chanhassen is a Community for Lite - Providing for Today and Planning for Tomorrow On May 20, 2014, the Chanhassen City Council approved rezoning of the property Public Works from Agricultural Estate (A-2) to Residential -Low & Medium Density (RLM); a 7901 Park Place Conditional Use Permit to permit development within the Bluff Creek Corridor, and Phone: 952.227.1300 Preliminary Plat approval for 15 lots, 4 outlots and public right of way with Variances Fax: 952.2271310 for the use of a private street for a single-family detached subdivision. Senior Center Phone: 952.2271125 On November 7, 1984, the Chanhassen City Council approved the subdivision of the Fax: 952.2271110 two lots within this project as part of a four -lot subdivision. A 60 -foot easement, 30 feet of which is along the north line of this development, was required to provide access to Website the parcel to the northwest of this development. www.ci.chanhassen.mn.us Chanhassen is a Community for Lite - Providing for Today and Planning for Tomorrow Todd Gerhardt Vistas at Bentz Farm — Planning Case 2014-18 October 27, 2014 Page 2 SUBDIVISION REVIEW The applicant is creating 15 lots and 4 outlots from 19.64 acres. The plat will dedicate the right of way for portions of Galpin Boulevard, Fawn Hill Road and Bentz Court. Lots 1— 4, Block 1, will be accessed via a private street. Lots 1, 2 and 3, Block 1, are located within the shoreland district. Outlot A is entirely within the Bluff Creek Corridor primary zone and will be preserved as permanent open space. EASEMENTS The developer shall update the title search for this property to produce all records for the roadway easement over the northern part of this property. The proposed sanitary pipeline extends into the property to the north, so an easement for construction of the pipe is required between the developer and the property owner. A maintenance agreement must also be obtained between the property owner and the City. On Lots 1, 3 and 4, Block 1, the drainage and utility easement must be increased near the sanitary sewer main. The easement must be large enough for a 1:1 trench excavation for future maintenance of the sewer line. VISTAS AT BENTZ FARMS -OIfiLOTC 9\'nO1'--OU'110TD OIJfIAT A EASEMENTS The developer shall update the title search for this property to produce all records for the roadway easement over the northern part of this property. The proposed sanitary pipeline extends into the property to the north, so an easement for construction of the pipe is required between the developer and the property owner. A maintenance agreement must also be obtained between the property owner and the City. On Lots 1, 3 and 4, Block 1, the drainage and utility easement must be increased near the sanitary sewer main. The easement must be large enough for a 1:1 trench excavation for future maintenance of the sewer line. Todd Gerhardt Vistas at Bentz Farm — Planning Case 2014-18 October 27, 2014 Page 3 lei 171110all Grading shall be revised to direct water away from the building corners. Spot elevations shall be shown near the southeast building comer of Lot 1, Block 1. The raised side yard shall be revised between Lots 9 and 10, Block I to direct water away from the building corners. The front yard grading of Lot 2, Block 2 shall be revised near the southeast comer. The grading on both sides of Lot 2, Block 2 must be revised to direct water away from the eastern corners of the building pad. The grading and storm water plans must show the location of emergency Overflows (EOF). The EOF from the north pond shall not discharge water onto the property north of this development. The lowest building opening for properties adjacent to an EOF must be a minimum of one foot above the EOF elevation. The grading plan must show proposed driveway locations and elevations at the center of the proposed driveway at the curb line. The maximum allowed driveway grade is 10%. The driveways for Lot 5, Block I and Lot 1, Block 2 must be a minimum of 40 feet away from the intersection of Fawn Hill Road and Windsor Court. Erosion Prevention and Sediment Control The development will result in a disturbance of greater than one (1) acre. A SWPPP shall be required. 14113 I0 6JAI C1NC M." Surface Water Management connection charges will be due with the final plat. These fees are estimated as follows. Rate Per Acre Acre Sum Water Quality $2,830.00 9.72 $29,062.80 Water Quantity $4,050.00 9.72 $41,504.40 (Credit) $1,415.00 15.2 ($22,724.00 Total Estimate SWMP Fees Due at Final Plat $47,843.20 RETAINING WALLS The developer proposes a retaining wall on this site. It will run north to south at the back of Lots 13, 14 and 15. It is approximately 175 feet long and has a maximum height of 4 feet. 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. Todd Gerhardt Vistas at Bentz Farm — Planning Case 2014-18 October 27, 2014 Page 4 A Homeowners Association (HOA) must be created to take ownership and maintenance responsibility of the retaining wall and any drain tile that will cross property lines. STREETS The proposed street plan consists of two streets, one public and one private. The public street will be called Fawn Hill Road and the ghost plat shows that it is planned to connect to the existing Fawn Hill Road once the parcel between the two develops. Until the connection is made, the proposed roadway will end in a hammerhead. The street profile for Fawn Hill Road is proposed to tie-in to the existing Fawn Hill Road at a 10% grade. This exceeds the maximum grade currently allowed in City Code, however the existing Fawn Hill Road (constructed in 1995) is at a 10% slope. This steep grade in the new roadway is necessary to match up to the existing condition. The street profile for Fawn Hill Road shall be revised to indicate which part will be completed by others and which part will be completed for the Vistas at Bentz Farms. The street profile shall call out the future intersection with Bentz Court. The Fawn Hill Road alignment consists of reverse curves to discourage future through traffic. The roadway is 31 feet wide within a 60 -foot right-of-way. The cars from Fawn Hill Road turning onto Galpin Blvd will have a sight distance of 1000 feet or more in each direction, which is adequate (per the MnDot Road Design Manual) for intersection sight distance for a stopped minor road turning onto a major road. The sight distance was confirmed by staff by the Carver County aerial survey contours from 2011 and visual inspection of the site. A stop sign shall be installed for traffic on Fawn Hill Road to come to a stop before entering Galpin Boulevard. The private street is called Windsor Court. It is a 317 -foot long cul-de-sac with a 90 -foot diameter. Windsor Court is 20 feet wide within 30 feet of right-of-way. It intersects with Fawn Hill Road approximately 110 feet from the intersection with Galpin Boulevard. The grading plan for Windsor Court shows an inverted crown. This would contain runoff to the street where winter freezelthaw conditions would damage the pavement. The plan shall be modified so that Windsor Court is constructed with the 3% crown, per the City's standard detail. Curb and gutter are required for this private street. Todd Gerhardt Vistas at Bentz Farm — Planning Case 2014-18 October 27, 2014 Page 5 DRIVEWAYS AND SIDEWALKS The driveway for Lot 11, Block 1 is set at the end of Fawn Hill Road. The developer shall work with staff to provide access for vehicles exiting the driveway to navigate onto the roadway. The developer's engineer shall work with Carver County staff to obtain any necessary permits to remove the farm drives and the culverts underneath them. 10, � — A8 � A Sidewalk will be constructed on the west side of Fawn Hill Road. The plans shall indicate the construction of ADA pedestrian ramps where the sidewalk intersects Galpin Boulevard and Windsor Court. The City of Chanhassen standard detail plates for pedestrian ramps shall be added to the plan set. SANITARY SEWER AND WATERMAIN The developer proposes to construct new 8 -inch watermain that will connect to the existing 20 - inch DIP watermain that runs parallel to Galpin Boulevard. The hydrant at 1+50 Windsor Court should be moved to the intersection of Windsor Court and Fawn Hill Road. Adjust plans to show only one hydrant at the intersection of Fawn Hill Road and Galpin Boulevard. The developer proposes to construct new 8 -inch PVC sanitary sewer that will connect to the existing manhole approximately 100 feet north of the intersection of Galpin Boulevard and West 78d' Street. A permit must be obtained from Carver County for sanitary sewer work inside their right of way. The engineer shall work with City staff to reduce the number of sanitary maintenance holes in the plan. ASSESSMENTS An assessment for the Lake Ann Interceptor improvements from 2003 is outstanding for this property. The principal of $187.50 must be paid or reassessed to the individual lots at the time of final plat. An assessment for water and sewer improvements from 2002 is outstanding. The principal of $38,922.00 must be paid or reassessed to the individual lots at the time of final plat. Water and sewer partial hook-ups are due at the time of final plat. The partial hook-up fees will be assessed at the rate in effect at that time. Todd Gerhardt Vistas at Bentz Farm — Planning Case 2014-18 October 27, 2014 Page 6 LANDSCAPING AND TREE PRESERVATION The applicant for the Vistas at Bentz Farms development has submitted tree canopy coverage and preservation calculations. They are as follows: Total upland area (excluding wetlands) 15 ac. or 656,097 SF Baseline canopy coverage 43% or 287,870 SF Minimum canopy coverage allowed 35% or 229,633 SF Proposed tree preservation 26% or 171,665 SF The developer does not meet minimum canopy coverage allowed; therefore the difference between the baseline and proposed tree preservation is multiplied by 1.2 to calculate the required replacement plantings. Difference in canopy coverage 57,968 SF Multiplier 1.2 Total replacement 69,561 SF Total number of trees to be planted 63 trees The total number of trees required for the development is 63. Applicant has proposed a total of 64 trees. A minimum of one tree in each front yard is required per city ordinance. The applicant is required to provide bufferyard plantings along Galpin Blvd. Bufferyard requirements are as shown in the table: Landscaping Item Required Proposed Bufferyard B — East 8 overstory trees Proposed buffer yard — north of entry: property line, Galpin 16 understory trees 17 existing overstory trees Blvd., 1000', 30' width 22 shrubs Thick understory trees and shrubs Proposed buffer yard — south of entry: 5 overstory trees 12 understory trees 11 shrubs + 5 existing preserved trees. Applicant constructing berms Applicant meets bufferyard landscaping requirements. The applicant is proposing to preserve five overstory trees in the southern half of the bufferyard along Galpin B. The tree (#416) closest to the entry drive is a blue spruce in poor condition. Staff recommends that this tree be removed due to its poor quality. The next tree to the south is a large willow (#421) that has a good appearance, but has lost a second trunk which will be visible once the leaves have dropped. There may also be decay in the stem which would make it more likely to fail. The southernmost tree to be preserved is a sugar maple (#432) in good condition and extra measures should be taken to insure that the health of the tree remains as such. Todd Gerhardt Vistas at Bentz Farm — Planning Case 2014-18 October 27, 2014 Page 7 Tree protection fencing shall be installed at the edge of the dripline and the berm and bufferyard grading shall not encroach into the dripline area. The applicant is also proposing to save the existing trees on the north half of the bufferyard area along Galpin Blvd. Staff recommends that all hazard or diseased trees within the area be removed prior to final acceptance of the completed development. COMPLIANCE TABLE Areas . ft Frontage ft Depth ft Notes Code 9,000 50 110 Code Shoreland 15,000 90 125 Lot 1, Blk 1 80,586* 104@ 340 Shoreland, Bluff Creek primary, private street, wetland , *81,460 with private street Lot 2, Blk 1 32,234* 104@ 345 Shoreland, Bluff Creek primary, private street, wetland, *34,540 with private street Lot 3, Blk 1 32,234* 101@ 424 Shoreland, Bluff Creek primary, private street, wetland, 42,671 with privates street Lot 4, Blk 1 30,056* 100@ 334 Bluff Creek primary, private street, wetland, *46,226 with private street Lot 5, Blk 1 18,917 50 180 Bluff Creek primary, wetland Lot 6, Blk 1 16,630 81 23 6 Bluff Creek primary, wetland Lot 7, Blk 1 15,642 70 226 Bluff Creek primary, wetland Lot, Blk 18 16,266 80 246 Bluff Creek primary, wetland Lot 9, Blk 1 14,792 97 263 Bluff Creek primary, wetland Lot 10, Blk 1 18,423 71 263 Bluff Creek primary, lot has 233 sq. ft. of wetland, wetland Lot 11, Blk 1 18,275 69 261 Bluff Creek primary, wetland Lot 1, Blk 2 18,616 208 176 Comer lot Lot 2, Blk 2 15,066 66 199 Double front Lot 3, Blk 2 21,077 69 207 Double front Lot 4, Blk 2 17,017 82 196 Comer lot Outlot A 343,169 Bluff Creek primary zone, 7.88acres Outlot B 21,783 Pond and future development, 0.5 acre Outlot C 415 Future development, 0.01 acre Outlot D 5,837 Future development, 0.13 acre ROW 88,931 2.04 acres Total 855,753 19.645 acres Todd Gerhardt Vistas at Bentz Farm — Planning Case 2014-18 October 27, 2014 Page 8 @ 100 feet of frontage if accessed via a private street. Setbacks: RLM: front - 25 -ft., 5/10 -ft. side, 25 -ft. rear, wetland buffer -20 ft., buffer setback - 30 ft. Hard Cover: Shoreland — 25%, Non-shoreland — 35% DEVELOPMENT CONTRACT The attached development contract incorporates the conditions of approval for the final plat and construction plans and specifications. A $940,916.89 financial security is required to guarantee compliance with the terms of the development contract relating to the installation of public streets and utilities, grading and erosion control, one-year of public street light operating costs, engineering, surveying, inspection, and landscaping. The cash fees for this project total $233,342.89. City fiords are not needed as part of this private development project. PLANS & SPECIFICATIONS The applicant has also submitted detailed construction plans and specifications for staff review and City Council approval. Staff has reviewed the plans and specifications and finds the plans still need some minor modifications. Staff requests that the City Council grant staff the flexibility to administratively approve the plans after working with the applicant's engineer to modify the plans accordingly. The plans and specifications are available for review in the Engineering Department. REVIEW CONDITIONS OF APPROVAL Building Official 1. Provide a 1:200 "clean" plat drawing. *This condition still applies. 2. Demolition permits are required for the removal of any existing structures. *This condition still applies. 3. Buildings may be required to be designed by an architect and/or engineer as determined by the Building Official. *This condition still applies. 4. A final grading plan and soils report must be submitted to the Inspections Division before permits can be issued. *This condition still applies. Todd Gerhardt Vistas at Bentz Farm — Planning Case 2014-18 October 27, 2014 Page 9 5. Retaining walls over four feet high require a permit and must be designed by a professional engineer. *This condition still applies. 6. Each lot must be provided with separate sewer and water services. *This condition still applies. 7. The applicant and/or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. *This condition still applies. Engmeering 1. The developer shall update the title search for this property and find the documentation for the roadway easement on Parcel 2. *This condition still applies. 2. The final plan submittal must show the proposed elevation at the proposed building corners. *This condition has been met. 3. Proposed lots shall be graded to drain away from building locations. *This condition shall be modified as follows: PFepesed lots shall be graded to dain awey ftein building leeMiens. Grading shall be revised to direct water away from the building corners. Spot elevations shall be shown near the southeast building corner of Lot 1, Block 1. The raised side yard shall be revised between Lots 9 and 10, Block 1 to direct water away from the building corners. The front yard grading of Lot 2, Block 2 shall be revised near the southeast comer. The grading on both sides of Lot 2, Block 2 must be revised to direct water away from the eastern comers of the building pad. 4. The grading plan must show proposed elevations at the center of the proposed driveway at the curb line. *This condition shall be modified as follows: The grading plan must show proposed driveway locations and elevations at the center of the proposed driveway at the curb line. Todd Gerhardt Vistas at Bentz Farm — Planning Case 2014-18 October 27, 2014 Page 10 5. The lowest building opening for properties adjacent to an Emergency Over -Flow (EOF) must be a minimum of 1 foot above the EOF elevation. *This condition still applies. 6. The plans must identify proposed stockpile areas. *This condition has been met. 7. The retaining wall must be designed by a professional engineer registered in the state of Minnesota. *This condition no longer applies. 8. The following materials are prohibited for retaining wall construction: smooth face, poured in place concrete (stamped or patterned is acceptable), masonry, railroad ties and timber. Walls taller than 6 feet shall not be constructed with boulder rock. *This condition shall be modified as follows: 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. Walls taller than 6 feet shall not be constructed with boulder rock. 9. A Homeowners Association (HOA) must be created to take ownership and maintenance responsibility of the retaining wall and any drain tile that will cross property lines. *This condition still applies. 10. Curb and gutter are required for the private street. *This condition still applies. 11. The engineering department's preference would be to remove the farm drives and the culverts underneath them. The developer's engineer shall work with Carver County staff to accomplish this. *This condition still applies. 12. The proposed watermain pipe shall by C900. *This condition has been met. Todd Gerhardt Vistas at Bentz Farm — Planning Case 2014-18 October 27, 2014 Page 11 13. An assessment for the Lake Ann Interceptor improvements from 2003 is outstanding for this property. The principal of $187.50 must be paid or reassessed to the individual lots at the time of final plat. *This condition still applies. 14. An assessment for water and sewer improvements from 2002 is outstanding. The principal of $38,922.00 must be paid or reassessed to the individual lots at the time of final plat. *This condition still applies. 15. Water and sewer partial hook-ups are due at the time of final plat. The partial hook-up fees will be assessed at the rate in effect at that time. *This condition still Applies. Based on review of the final development plans, staff recommends that the following conditions be added: 16. The driveways for Lot 5, Block I and Lot 1, Block 2 must be a minimum of 40 feet away from the intersection of Fawn Hill Road and Windsor Court. 17. The grading and storm water plans must show the location of Emergency Over -Flows. 18. The EOF from the north pond shall not discharge water onto the property north of this development. 19. The grading plan for Windsor Court shows an inverted crown. This would contain runoff to the street where winter freeze/thaw conditions would damage the pavement. The plan shall be modified so that Windsor Court is constructed with the 3% crown, per the City's standard detail. 20. The street profile for Fawn Hill Road shall be revised to indicate which part will be completed by others and which part will be completed for the Vistas at Bentz Farms. 21. The street profile shall call out the intersection with Bentz Court. 22. A stop sign shall be installed for traffic on Fawn Hill Road to come to a stop before entering Galpin Boulevard. 23. The developer shall work with staff to provide access for vehicles exiting the driveway of Lot 11, Block 1 to navigate onto the roadway. Todd Gerhardt Vistas at Bentz Farm — Planning Case 2014-18 October 27, 2014 Page 12 24. The plans shall indicate the construction of ADA pedestrian ramps where the sidewalk intersects Galpin Boulevard and Windsor Court. 25. The City of Chanhassen standard detail plates for pedestrian ramps shall be added to the plan set. 26. The hydrant at 1+50 Windsor Court should be moved to the intersection of Windsor Court and Fawn Hill Road. 27. Adjust plans to show only one hydrant at the intersection of Fawn Hill Road and Galpin Boulevard. 28. A permit must be obtained from Carver County for sanitary sewer work inside their right of way. 29. The engineer shall work with City staff to reduce the number of sanitary maintenance holes in the plan. 30. On Lots 1, 3 and 4, Block 1 the drainage and utility easements need to be increased near the sanitary sewer main. The easement must be large enough for a 1:1 trench excavation for future maintenance of the sewer line. 31. The detail plates in the plan set must be updated with the most current City of Chanhassen plates. 32. An easement for construction of the sanitary sewer is required between the developer and the property owner north of this development. A maintenance agreement must also be obtained between the property owner and the City. Fire Marshal 1. A three-foot clear space must be maintained around fire hydrants. *This condition still applies. 2. Prior to combustible construction, fire hydrants must be made serviceable. *This condition still applies. 3. Temporary street signs shall be installed prior to and during construction. *This condition still applies. 4. Prior to combustible construction, fire apparatus access roads capable of supporting the weight of fire apparatus shall be made serviceable. Todd Gerhardt Vistas at Bentz Farm — Planning Case 2014-18 October 27, 2014 Page 13 *This condition still applies. 5. No burning permits will be issued for trees, brush that is removed. *This condition still applies. 6. The center island in the proposed cul du sac is not allowed. *This condition has been met. 7. Submit proposed private street name to Chanhassen Fire Marshal and Building Official for review and approval. *This condition has been met. 8. An additional fire hydrant will be required at the northwest comer of Galpin Boulevard and Fawn Hill Road. *This condition has been met. 9. "No Parking Fire Lane" signs will be required on the east side of the private drive/road. Spacing shall be 75 feet, wording on both sides of posts. Contact Chanhassen Fire Marshal for more information if needed. *This condition still applies. Natural Resource Specialist 1. Tree protection fencing will be required around any preserved trees. It shall be installed prior to grading. *This condition still applies. 2. Tree preservation fencing shall be installed at the dripline around tree #432. The applicant shall revise the grading plan to show no grading within a 20' diameter around the trunk of the tree, with the exception of the street installation to the west of the tree. *This condition still applies. 3. The applicant shall remove all hazard and diseased trees in the bufferyard area prior to final acceptance of the completed development. *This condition still applies. 4. Each lot shall have a minimum of three trees planted, at least one of those trees must be in the front yard. Todd Gerhardt Vistas at Bentz Farm — Planning Case 2014-18 October 27, 2014 Page 14 *This condition has been met. 5. In the plant schedule, the applicant should correct Picea abies as Norway spruce, not Norway pine. *This condition has been met. Parks Full park fees in lieu of additional parkland dedication and/or trail construction shall be collected at the time of final plat recording. *This condition shall be modified as follows: The applicant shall pay $87,000.00 park fees in lieu of additional parkland dedication and/or trail construction, which shall be collected at the time of final plat recording. Plannine The applicant needs to calculate the lot areas of Lots I through 4 excluding the lot area encompassed within the private street easement. *This condition has been met. 2. Lots within the development are limited to single-family detached homes. *This condition still applies. 3. The applicant shall work with the Carver County Historical Society to create and install a historic marker or plaque for the property commemorating the Lyman Farm. *This condition still applies. 4. Unless the property to the northwest is combined with the property to the north of this development as a zoning lot, which is ghost platted in conjunction with this plat, the developer will be required to show how to this parcel will be accessed and developed. *This condition still applies. Water Resource Specialist 1. The developer's engineer shall work with staff to provide more clear and concise demarcation of the Bluff Creek Overlay District and the setback from the Bluff Creek Overlay District. Todd Gerhardt Vistas at Bentz Farm — Planning Case 2014-18 October 27, 2014 Page 15 *This condition still applies. 2. The Bluff Creek Overlay District boundary shall be demarcated with appropriate signage at all points of intersection with lot lines and at all major angle points. This signage shall be show on the plat, site plan and erosion control plan. *This condition has been met. 3. All signage for the Bluff Creek Overlay District shall be installed prior to any earth - disturbing activity unless otherwise approved by the City in writing. *This condition still applies. 4. That portion of the Bluff Creek Overlay District and applicable setback disturbed for site grading shall be vegetated in native vegetation and a planting plan and schedule shall be provided. *This condition still applies. 5. Outlot A shall be dedicated to the City. *This condition still applies. 6. The swale behind Lots 13 and 14 shall have a drain tile installed as part of the site grading and utility installation. This shall be included before final plat approval. *This condition still applies. 7. The pond designs shall include either the installation of forebays as described in the City's Surface Water Management Plan or provide for the installation of environmental manholes or four -foot or deeper sump manholes with a SAFL baffle at CBMH A2 and B2. *This condition has been met. 8. The filtration bench shall be lined with an impervious geotextilc fabric to prevent intrusion of ground water into the trench and due to the lack of adequate separation to water table. *This condition still applies. 9. A comprehensive, stand-alone SWPPP document with all elements required by Part III of the NPDES construction permit shall be prepared and submitted to the City for review and comment before final plat approval. *This condition has been met. Todd Gerhardt Vistas at Bentz Farm — Planning Case 2014-18 October 27, 2014 Page 16 10. The applicant must demonstrate the infeasibility of alternate methods of volume reduction to justify the absence of any volume reducing management practices as is currently proposed before final plat approval. *This condition has been met. 11. The applicant must comply with the requirements of all other jurisdictional agencies with authority over the project area. *This condition still applies. 12. Surface Water Management connection charges are estimated to be $57,136.00. This connection charge will be due at the time of final plat. *This condition shall be modified as follows: Surface Water Management connection charges are estimated to be $57�136.00 47,834.00. This connection charge will be due at the time of final plat. RECOMMENDATION Staff recommends approval of the final plat, development contract and plans and specifications prepared by Sathre-Bergquist, Inc., dated 09/22/14 for Vistas at Bentz Farm subject to the following conditions: Building Official 1. Provide a 1:200 "clean" plat drawing. 2. Demolition permits are required for the removal of any existing structures. 3. Buildings may be required to be designed by an architect and/or engineer as determined by the Building Official. 4. A final grading plan and soils report must be submitted to the Inspections Division before permits can be issued. 5. Retaining walls over four feet high require a permit and must be designed by a professional engineer. 6. Each lot must be provided with separate sewer and water services. 7. The applicant and/or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. Todd Gerhardt Vistas at Bentz Farm — Planning Case 2014-18 October 27, 2014 Page 17 Engineering 1. The developer shall update the title search for this property and find the documentation for the roadway easement on Parcel 2. 2. Grading shall be revised to direct water away from the building corners. Spot elevations shall be shown near the southeast building corner of Lot 1, Block 1. The raised side yard shall be revised between Lots 9 and 10, Block 1 to direct water away from the building corners. The front yard grading of Lot 2, Block 2 shall be revised near the southeast corner. The grading on both sides of Lot 2, Block 2 must be revised to direct water away from the eastern comers of the building pad. 3. The grading plan must show proposed driveway locations and elevations at the center of the proposed driveway at the curb line. 4. The lowest building opening for properties adjacent to an emergency overflow (EOF) must be a minimum of one foot above the EOF elevation. 5. 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. Walls taller than six feet shall not be constructed with boulder rock. 6. A Homeowners Association (HOA) must be created to take ownership and maintenance responsibility of the retaining wall and any drain tile that will cross property lines. 7. Curb and gutter are required for the private street. 8. The engineering department's preference would be to remove the farm drives and the culverts underneath them. The developer's engineer shall work with Carver County staff to accomplish this. 9. An assessment for the Lake Ann Interceptor improvements from 2003 is outstanding for this property. The principal of $187.50 must be paid or reassessed to the individual lots at the time of final plat. 10. An assessment for water and sewer improvements from 2002 is outstanding. The principal of $38,922.00 must be paid or reassessed to the individual lots at the time of final plat. 11. Water and sewer partial hookups are due at the time of final plat. The partial hookup fees will be assessed at the rate in effect at that time. 12. The driveways for Lot 5, Block I and Lot 1, Block 2 must be a minimum of 40 feet away from the intersection of Fawn Hill Road and Windsor Court. 13. The grading and storm water plans must show the location of emergency overflows (EOFs). Todd Gerhardt Vistas at Bentz Farm — Planning Case 2014-18 October 27, 2014 Page 18 14. The emergency overflow (EOF) from the north pond shall not discharge water onto the property north of this development. 15. The grading plan for Windsor Court shows an inverted crown. This would contain runoff to the street where winter freeze/thaw conditions would damage the pavement. The plan shall be modified so that Windsor Court is constructed with the 3% crown, per the City's standard detail. 16. The street profile for Fawn Hill Road shall be revised to indicate which part will be completed by others and which part will be completed for Vistas at Bentz Farms. 17. The street profile shall call out the intersection with Bentz Court. 18. A stop sign shall be installed for traffic on Fawn Hill Road to come to a stop before entering Galpin Boulevard. 19. The developer shall work with staff to provide access for vehicles exiting the driveway of Lot 11, Block 1 to navigate onto the roadway. 20. The plans shall indicate the construction of ADA pedestrian ramps where the sidewalk intersects Galpin Boulevard and Windsor Court. 21. The City of Chanhassen standard detail plates for pedestrian ramps shall be added to the plan set. 22. The hydrant at 1+50 Windsor Court should be moved to the intersection of Windsor Court and Fawn Hill Road. 23. Adjust plans to show only one hydrant at the intersection of Fawn Hill Road and Galpin Boulevard. 24. A permit must be obtained from Carver County for sanitary sewer work inside their right of way. 25. The engineer shall work with city staff to reduce the number of sanitary maintenance holes in the plan. 26. On Lots 1, 3 and 4, Block 1 the drainage and utility easements need to be increased near the sanitary sewer main. The easement must be large enough for a 1:1 trench excavation for future maintenance of the sewer line. 27. The detail plates in the plan set must be updated with the most current City of Chanhassen plates. 28. An easement for construction of the sanitary sewer is required between the developer and the property owner north of this development. A maintenance agreement must also be obtained between the property owner and the City. Todd Gerhardt Vistas at Bentz Farm — Planning Case 2014-18 October 27, 2014 Page 19 Fire Marshal 1. A three-foot clear space must be maintained around fire hydrants. 2. Prior to combustible construction, fire hydrants must be made serviceable. 3. Temporary street signs shall be installed prior to and during construction. 4. Prior to combustible construction, fire apparatus access roads capable of supporting the weight of fire apparatus shall be made serviceable. 5. No burning permits will be issued for trees, brush that is removed. 6. "No Parking Fire Lane" signs will be required on the east side of the private drive/mad. Spacing shall be 75 feet, wording on both sides of posts. Contact Chanhassen Fire Marshal for more information if needed. Natural Resource Specialist 1. Tree protection fencing will be required around any preserved trees. It shall be installed prior to grading. 2. Tree preservation fencing shall be installed at the dripline around tree #432. The applicant shall revise the grading plan to show no grading within a 20 -foot diameter around the trunk of the tree, with the exception of the street installation to the west of the tree. 3. The applicant shall remove all hazard and diseased trees in the bufferyard area prior to final acceptance of the completed development. Parks 1. The applicant shall pay $87,000.00 park fees in lieu of additional parkland dedication and/or trail construction, which shall be collected at the time of final plat recording. Plannin¢ 1. Lots within the development are limited to single-family detached homes. 2. The applicant shall work with the Carver County Historical Society to create and install a historic marker or plaque for the property commemorating the Lyman Farm. 3. Unless the property to the northwest is combined with the property to the north of this development as a zoning lot, which is ghost platted in conjunction with this plat, the developer will be required to show how this parcel will be accessed and developed. Todd Gerhardt Vistas at Bentz Farm — Planning Case 2014-18 October 27, 2014 Page 20 Water Resource Specialist 1. The developer's engineer shall work with staff to provide more clear and concise demarcation of the Bluff Creek Overlay District and the setback from the Bluff Creek Overlay District. 2. All signage for the Bluff Creek Overlay District shall be installed prior to any earth - disturbing activity unless otherwise approved by the city in writing. 3. That portion of the Bluff Creek Overlay District and applicable setback disturbed for site grading shall be vegetated in native vegetation and a planting plan and schedule shall be provided. 4. Outlot A shall be dedicated to the City. The swale behind Lots 13 and 14 shall have a drain tile installed as part of the site grading and utility installation. This shall be included before final plat approval. 6. The filtration bench shall be lined with an impervious geotextile fabric to prevent intrusion of ground water into the trench due to the lack of adequate separation to water table. 7. The applicant must comply with the requirements of all other jurisdictional agencies with authority over the project area. 8. Surface Water Management connection charges are estimated to be $47,834.00. This connection charge will be due at the time of final plat. ATTACHMENTS 1. Reduced Copy Final Plat. 2. Development Contract. 3. Reduced Copy Plans. gAplan12014 planning cases\2014-18 vistas at bentz fa \final plat\staff reportAoc AT 11 u ;x F ORION 'O000 / \ \ice 0260000111011111199 / 0 as o u ;x F ORION 0260000111011111199 0 as o IE�9 u ;x F CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA VISTAS AT BENTZ FARMS 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 PHASED DEVELOPMENT........................................................................................GC-1 3. DEVELOPMENT PLANS............................................................................................SP-1 PRELIMINARY PLAT STATUS................................................................................GC-1 4. IMPROVEMENTS........................................................................................................ SP -2 5. TIME OF PERFORMANCE......................................................................................... SP -2 6. SECURITY....................................................................................................................SP-2 IRON MONUMENTS..................................................................................................GC-2 7. NOTICE.........................................................................................................................SP-3 LICENSE......................................................................................................................GC-2 8. OTHER SPECIAL CONDITIONS................................................................................ SP -3 9. GENERAL CONDITIONS...........................................................................................SP-7 8A. EROSION CONTROL DURING CONSTRUCTION OF A DWELLING GENERAL CONDITIONS 1. RIGHT TO PROCEED.................................................................................................GC-1 2. PHASED DEVELOPMENT........................................................................................GC-1 3. PRELIMINARY PLAT STATUS................................................................................GC-1 4. CHANGES IN OFFICIAL CONTROLS.....................................................................GC-1 5. IMPROVEMENTS.......................................................................................................GC-1 6. IRON MONUMENTS..................................................................................................GC-2 7. LICENSE......................................................................................................................GC-2 8. SITE EROSION AND SEDIMENT CONTROL.........................................................GC-2 8A. EROSION CONTROL DURING CONSTRUCTION OF A DWELLING OR OTHER BUILDING..................................................................................GC-2 9. 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. LOT PLANS.................................................................................................................GC-4 16. EXISTING ASSESSMENTS.......................................................................................GC-4 17. HOOK-UP CHARGES.................................................................................................GC-4 18. PUBLIC STREET LIGHTING.....................................................................................GC-4 19. SIGNAGE.....................................................................................................................GC-5 20. HOUSE PADS..............................................................................................................GC-5 21. RESPONSIBILITY FOR COSTS................................................................................GC-5 22. DEVELOPER'S DEFAULT.........................................................................................GC-6 22. MISCELLANEOUS A. Construction Trailers........................................................................................GC-6 B. Postal Service ....................................................................................................GC-7 C. Third Parties......................................................................................................GC-7 D. Breach of Contract............................................................................................GC-7 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) VISTAS AT BENTZ FARMS AGREEMENT dated October 27, 2014 by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation (the "City"), and, CHANHASSEN INVESTMENT LLC a Minnesota limited liability company (the "Developer"). 1. Request for Plat Approval. The Developer has asked the City to approve a plat for VISTAS AT BENTZ FARMS (referred to in this Contract as the "plat'). The land is legally described on the attached Exhibit "A". 2. Conditions of Plat Approval. The City hereby approves the plat on condition that the Developer enter into this Contract, furnish the security required by it, and record the plat with the County Recorder or Registrar of Titles 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 October 27, 2014, prepared by SATHRE-BERGQUIST, INC. Plan B: Grading, Drainage and Erosion Control Plan dated September 22, 2014, prepared by SATHRE-BERGQUIST, INC. Plan C: Plans and Specifications for Improvements dated September 22, 2014, prepared by SATHRE-BERGQUIST, INC. Plan D: Landscape Plan dated September 19, 2014, prepared by NORBY AND ASSOCIATES LANDSCAPE ARCHITECTS, INC. SP -1 4. Improvements. The Developer shall install and pay for the following: A. Storm Water Drainage System B. Site Grading/Restoration C. Underground Utilities (e.g. gas, electric, telephone, CATV) D. Setting of Lot and Block Monuments E. Surveying and Staking F. Landscaping G. Erosion Control 5. Time of Performance. The Developer shall install all required improvements by November 15, 2014. 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 furnish the City with a letter of credit in the form attached hereto, from a bank acceptable to the City, or cash escrow ("security") for $940,916.89. The amount of the security was calculated as 110% of the following: Sanitary Sewer $ 141,106.25 Watermain $ 101,585.00 Storm Sewer, Drainage System, including cleaning and maintenance $ 83,721.75 Site Grading/Erosion Control/Restomtion (including 3,000 CY topsoil at $20/CY) $ 211,862.50 Streets $ 237,943.75 Sub -total, Construction Costs $ 776,219.25 Engineering, surveying, and inspection (7% of construction costs) $ 54,335.35 Landscaping (2% of construction costs) $ 15,524.39 Street lights and signs (4 fights @ $2,200 + 2 signs @ $250) $ 9,300.00 Sub -total, Other Costs $ 79,159.74 TOTAL COST OF PUBLIC IMPROVEMENTS $ 855,378.99 SECURITY AMOUNT 110% of $855 78.99 $ 940,916.89 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 Owl the security be reduced to a point less than 10% of the original amount until (1) all improvements have been completed, (2) iron monuments for lot comers have been installed, (3) all financial obligations to the City satisfied, (4) the required `record" plans have been received by the City, (5) a warranty security is provided, and (6) the public improvements are accepted by the City. 7. Notice. Required notices to the Developer shall 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: JASON BIEDERWOLF CHANHASSEN INVESTMENT, LLC 525 15TH AVENUE SOUTH HOPKINS, MN 55343 Phone: 952-294-2113 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 $940,916.89 letter of credit or escrow for the developer -installed improvements, the $233,342.89 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 $160,206.75 $ 19,324.39 Final Plat Processing Fee $ 450.00 GIS fee: $25 (plat) + (5 parcels x $10/parcel) $ 175.00 Special Assessments $ 39,109.50 Surface water management fee $ 47,834.00 Park Dedication Fee $ 87,000.00 Street Lighting Charge $ 1,200.00 Partial sewer hookup fee: 15 units x $664/unit $ 9,960.00 Partial water hookup fee: 15 units x $1,886/unit $ 28,290.00 Total cash fee $ 233,342.89 B. BUILDING OFFICIAL CONDITIONS OF APPROVAL: 1. Provide a 1:200 "clean" plat drawing. SP -3 2. Demolition permits are required for the removal of any existing structures. 3. Buildings may be required to be designed by an architect and/or engineer as determined by the Building Official. 4. A final grading plan and soils report must be submitted to the Inspections Division before permits can be issued. 5. Retaining walls over four feet high require a permit and must be designed by a professional engineer. 6. Each lot must be provided with separate sewer and water services. 7. The applicant and/or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. C. PLANNING DEPARTMENT CONDITIONS OF APPROVAL: 1. Lots within the development are limited to single-family detached homes. 2. The applicant shall work with the Carver County Historical Society to create and install a historic marker or plaque for the property commemorating the Lyman Farm. 3. Unless the property to the northwest is combined with the property to the north of this development as a zoning lot, which is ghost platted in conjunction with this plat, the developer will be required to show how this parcel will be accessed and developed. D. ENGINEERING DEPARTMENT CONDITIONS OF APPROVAL: 1. The developer shall update the title search for this property and find the documentation for the roadway easement on Parcel 2. 2. Grading shall be revised to direct water away from the building corners. Spot elevations shall be shown near the southeast building corner of Lot 1, Block 1. The raised side yard shall be revised between Lots 9 and 10, Block 1 to direct water away from the building comers. The front yard grading of Lot 2, Block 2 shall be revised near the southeast corner. The grading on both sides of Lot 2, Block 2 must be revised to direct water away from the eastern comers of the building pad. 3. The grading plan must show proposed driveway locations and elevations at the center of the proposed driveway at the curb line. 4. The lowest building opening for properties adjacent to an emergency overflow (EOF) must be a minimum of one foot above the EOF elevation. SP -4 5. 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. Walls taller than six feet shall not be constructed with boulder rock. 6. A Homeowners Association (HOA) must be created to take ownership and maintenance responsibility of the retaining wall and any drain tile that will cross property lines. 7. Curb and gutter are required for the private street. 8. The engineering department's preference would be to remove the farm drives and the culverts underneath them. The developer's engineer shall work with Carver County staff to accomplish this. 9. An assessment for the Lake Ann Interceptor improvements from 2003 is outstanding for this property. The principal of $187.50 must be paid or reassessed to the individual lots at the time of final plat. 10. An assessment for water and sewer improvements from 2002 is outstanding. The principal of $38,922.00 must be paid or reassessed to the individual lots at the time of final plat. 11. Water and sewer partial hookups are due at the time of final plat. The partial hookup fees will be assessed at the rate in effect at that time. 12. The driveways for Lot 5, Block 1 and Lot 1, Block 2 must be a minimum of 40 feet away from the intersection of Fawn Hill Road and Windsor Court. 13. The grading and storm water plans must show the location of emergency overflows (EOFs). 14. The emergency overflow (EOF) from the north pond shall not discharge water onto the property north of this development. 15. The grading plan for Windsor Court shows an inverted crown. This would contain runoff to the street where winter fieezelthaw conditions would damage the pavement. The plan shall be modified so that Windsor Court is constructed with the 3% crown, per the City's standard detail. 16. The street profile for Fawn Hill Road shall be revised to indicate which part will be completed by others and which part will be completed for Vistas at Bentz Farms. 17. The street profile shall call out the intersection with Bentz Court. 18. A stop sign shall be installed for traffic on Fawn Hill Road to come to a stop before entering Galpin Boulevard. SP -5 19. The developer shall work with staff to provide access for vehicles exiting the driveway of Lot 11, Block 1 to navigate onto the roadway. 20. The plans shall indicate the construction of ADA pedestrian ramps where the sidewalk intersects Galpin Boulevard and Windsor Court. 21. The City of Chanhassen standard detail plates for pedestrian ramps shall be added to the plan set. 22. The hydrant at 1+50 Windsor Court should be moved to the intersection of Windsor Court and Fawn Hill Road. 23. Adjust plans to show only one hydrant at the intersection of Fawn Hill Road and Galpin Boulevard. 24. A permit must be obtained from Carver County for sanitary sewer work inside their right of way. 25. The engineer shall work with city staff to reduce the number of sanitary maintenance holes in the plan. 26. On Lots 1, 3 and 4, Block 1 the drainage and utility easements need to be increased near the sanitary sewer main. The easement must be large enough for a 1:1 trench excavation for future maintenance of the sewer line. 27. The detail plates in the plan set must be updated with the most current City of Chanhassen plates. 28. An easement for construction of the sanitary sewer is required between the developer and the property owner north of this development. A maintenance agreement must also be obtained between the property owner and the City. E. ENVIRONMENTAL RESOURCES SPECIALIST CONDITIONS OF APPROVAL: 1. Tree protection fencing will be required around any preserved trees. It shall be installed prior to grading. 2. Tree preservation fencing shall be installed at the dripline around tree #432. The applicant shall revise the grading plan to show no grading within a 20 -foot diameter around the trunk of the tree, with the exception of the street installation to the west of the tree. 3. The applicant shall remove all hazard and diseased trees in the bufferyard area prior to final acceptance of the completed development. SP -6 F. PARKS AND RECREATION DIRECTOR CONDITION OF APPROVAL: 1. The applicant shall pay $87,000.00 park fees in lieu of additional parkland dedication and/or trail construction, which shall be collected at the time of final plat recording. G. WATER RESOURCE COORDINATOR CONDITIONS OF APPROVAL: The developer's engineer shall work with staff to provide more clear and concise demarcation of the Bluff Creek Overlay District and the setback from the Bluff Creek Overlay District. 2. All signage for the Bluff Creek Overlay District shall be installed prior to any earth - disturbing activity unless otherwise approved by the city in writing. 3. That portion of the Bluff Creek Overlay District and applicable setback disturbed for site grading shall be vegetated in native vegetation and a planting plan and schedule shall be provided. 4. Outlot A shall be dedicated to the City. 5. The swale behind Lots 13 and 14 shall have a drain tile installed as part of the site grading and utility installation. This shall be included before final plat approval. 6. The filtration bench shall be lined with an impervious geotextile fabric to prevent intrusion of ground water into the trench due to the lack of adequate separation to water table. 7. The applicant must comply with the requirements of all other jurisdictional agencies with authority over the project area. 8. Surface Water Management connection charges are estimated to be $47,834.00. This connection charge will be due at the time of final plat. 9. General Conditions. The general conditions of this Contract are attached as Exhibit "B" and incorporated herein SP -7 [aY6-Wi7IN:gxzI:&: � M (SEAL) Fp Thomas A. Furlong, Mayor Todd Gerhardt, City Manager CHANHASSEN INVESTMENT LLC: Matt Hanish, Its Vice President STATE OF MINNESOTA ) ( ss. COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this day of 2014, by Thomas A. Furlong, 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 2014, by Matt Hanish, Vice President of CHANHASSEN INVESTMENTS LLC, a Minnesota limited liability company, on behalf of the company. NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 EDIT "A" TO DEVELOPMENT CONTRACT LEGAL DESCRIPTION OF SUBJECT PROPERTY: That part of the West Half of the Southwest Quarter of Section 10, Township 116, Range 23, Carver County, Minnesota, described as follows: Commencing at the west quarter comer of said Section 10; thence on an assumed bearing of South 1 degree 56 minutes 40 seconds East along the west line of said Southwest Quarter, a distance of 1,213.40 feet to the point of beginning of the tract to be described; thence continuing South 1 degree 56 minutes 40 seconds East along said west line of the Southwest Quarter, a distance of 455.48 feet; thence South 79 degrees 32 minutes 20 seconds East, a distance of 177.77 feet; thence South 86 degrees 32 minutes 20 seconds East, a distance of 100.40 feet; thence South 78 degrees 32 minutes 20 seconds East, a distance of 194.14 feet; thence South 74 degrees 32 minutes 20 seconds East, a distance of 150.00 feet; thence South 47 degrees 17 minutes 20 seconds East, a distance of 75.43 feet; thence North 82 degrees 42 minutes 40 seconds East, a distance of 74.98 feet; thence South 58 degrees 17 minutes 20 seconds East, a distance of 84.58 feet; thence South 89 degrees 17 minutes 20 seconds East, a distance of 164.63 feet; thence North 18 degrees 17 minutes 40 seconds East, a distance of 259.05 feet; thence northerly a distance of 469.80 feet along a tangential curve concave to the West, having a radius of 3452.34 feet and a central angle of 7 degrees 47 minutes 49 seconds; thence South 88 degrees 03 minutes 20 seconds West along a line not tangent to said curve, a distance of 1190.41 feet to the point of beginning. And That part of the Northwest Quarter of the Southwest Quarter of Section 10, Township 116, Range 23, Carver County, Minnesota, described as follows; Commencing at the West Quarter comer of said Section 10; thence on an assumed bearing of South 1 degree 56 minutes 40 seconds East along the west line of said Southwest Quarter, a distance of 1213.40 feet; thence North 88 degrees 03 minutes 20 seconds East, a distance of 464.93 feet to the point of beginning of the tract to be described; thence North 1 degree 56 minutes 40 seconds West on a line parallel to said west line of the Southwest Quarter, a distance of 289.19 feet; thence North 88 degrees 03 minutes 20 seconds East, a distance of 777.13 feet; thence South 6 degrees 43 minutes 00 seconds West, a distance of 66.03 feet; thence southerly a distance of 227.81 feet along a tangential curve concave to the west having a radius of 3,452.34 feet and a central angle of 3 degrees 46 minutes 51 seconds; thence South 88 degrees 03 minutes 20 seconds West, a distance of 725.48 feet to the point of beginning. This tract contains 5.00 acres of land and is subject to right-of- way in existing county road and subject to roadway easement over the North 30.00 feet thereof and any and all easements of record. 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 UtREVOCABLE LETTER OF CREDIT No. _ Date: TO: City of Chanhassen 7700 Market Boulevard, Box 147 Chanhassen, Minnesota 55317 Dear Sir or Madam We hereby issue, for the account of (Name of Developer) and in your favor, our Irrevocable Letter of Credit in the amount of $ available to you by your draft drawn on sight on the undersigned bank The draft must: a) Bear the clause, "Drawn under Letter of Credit No. dated 2. of (Name of Bank) ; b) Be signed by the Mayor or City Manager of the City of Chanhassen. c) Be presented for payment at (Address of Bank) on or before 4:00 p.m on November 30, 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 drew 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. Its CITY OF CHANHASSEN DEVELOPMENT CONTRACT (Developer Installed Improvements) M.". 11.1WtlWa 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 Imes, 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 famished to the City and approved by the City Engineer. The Developer shall obtain all necessary GC -1 permits from the Metropolitan Council Environmental Services and other pertinent agencies before proceeding with construction. The City will, at the Developer's expense, have one or more construction inspectors and a soil engineer inspect the work on a full or part-time basis. The Developer shall also provide a qualified inspector to perform site inspections on a daily basis. Inspector qualifications shall be submitted in writing to the City Engineer. The Developer shall instruct its project engineer/inspector to respond to questions from the City Inspectors) 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 preconstmction 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 GC -2 escrow or letter of credit per lot shall also be fiunished to the City to guarantee compliance with City Code § 7-22. 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, materiahnen, 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 fiuther proceedings as it pertains to the letter; 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'/Z) 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 four (4) 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 CKOM 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 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 of building permits, an acceptable Grading, Drainage, Erosion Control including silt fences, and Tree Removal Plan shall be submitted for each lot for review and approval by the City Engineer. Each plan shall assure that drainage is maintained away from buildings and that tree removal is consistent with development plans and City Ordinance. 16. Existing Assessments. Any existing assessments against the plat will be re -spread against the plat in accordance with City standards. 17. Hook-up Charges.. At the time of final plat approval the Developer shall pay 30% of the City Sewer Hook-up charge and 30% of the City Water hook up charge for each lot in the plat in the amount specified in Special Provision, Paragraph 8, of this Development Contract. The balance of the hook-up charges is collected at the time building permits are issued are based on 70% of the rates then in effect, unless a written request is made to assess the costs over a four year term at the rates in effect at time of application. 18. Public Street Lighting. The Developer shall have installed and pay for public street lights in accordance with City standards. The public street lights shall be accepted for City GC -4 ownership and maintenance at the same time that the public street is accepted for ownership and maintenance. A plan shall be submitted for the City Engineer's approval prior to the installation. Before the City signs the final plat, the Developer shall pay the City a fee of $300.00 for each street light installed in the plat. The fee shall be used by the City for furnishing electricity and maintaining each public street light for twenty (20) months. 19. Signage. All street signs, traffic signs, and wetland monumentation required by the City as a part of the plat shall be famished and installed by the City at the sole expense of the Developer. 20. House Pads. The Developer shall promptly 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 (2%) of construction costs over $500,000; iii) if the cost of the construction of public improvements is over $1,000,000, two and one-half percent (2'h%) 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 21E of this Agreement. GC -5 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. 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 first given notice of the work in default, not less than four (4) days in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 23. Miscellaneous. A. Construction Trailers. Placement of on-site construction trailers and 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 GC -6 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 shall have no responsibility or liability to lot purchasers or others for the City's failure to enforce this Contract or for allowing deviations from it. D. Breach of Contract. Breach of the terms of this Contract by the Developer shall be grounds for denial of building permits, including lots sold to third parties. The City may also issue a stop work order halting all plat development until the breach has been cured and the City has received satisfactory assurance that the breach will not reoccur. E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Contract is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. Building Permits. Building permits will not be issued in the plat until sanitary sewer, watermain, and storm sewer have been installed, tested, and accepted by the City, and the streets needed for access have been paved with a bituminous surface and the site graded and re - vegetated in accordance with Plan B of the development plans. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City s failure to promptly take legal action to enforce this Contract shall not be a waiver or release. H. Release. This Contract shall run with the land and may be recorded against the title to the property. After the Developer has completed the work required of it under this Contract, at the Developer's request the City Manager will issue a Certificate of Compliance. Prior to the issuance of such a certificate, individual lot owners may make a 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 GC -7 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 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. IC. 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 form and effect even if the Developer sells one or more lots, the entire plat, or any part of it. L. Construction Hours. Construction hours, including pick-up and deliveries of material and equipment and the operation of any internal combustion engine, may only occur from 7:00 am. to 6:00 p.m. on weekdays, from 9:00 a.m. to 5:00 p.m. on Saturdays with no such activity allowed on Sundays or on legal holidays. Contractors must require their subcontractors, agents and supplies to comply with these requirements and the Contractor is responsible for their failure to do so. Under emergency conditions, this limitation maybe 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 contracL The administrative penalty for violation of construction hours shall also apply to violation of the provisions in this paragraph. N. Access. All access to the plat prior to the City accepting the roadway improvements shall be the responsibility of the Developer regardless if the City has issued building permits or occupancy permits for lots within the plat. O. Street Maintenance. The Developer shall be responsible for all street maintenance until streets within the plat are accepted by the City. Warning signs shall be placed by the Developer when hazards develop in streets to prevent the public from traveling on same and directing attention to detours. If streets become impassable, the City may order that such streets shall be barricaded and closed. The Developer shall maintain a smooth roadway surface and provide proper surface drainage. The Developer may request, in writing, that the City plow snow on the streets prior to final acceptance of the streets. The City shall have complete discretion to approve or reject the request. The City shall not be responsible for reshaping or damage to the street base or utilities because of snow plowing operations. The provision of City snow plowing service does not constitute final acceptance of the streets by the City. P. Storm Sewer Maintenance. The Developer shall be responsible for cleaning and maintenance of the storm sewer system (including ponds, pipes, catch basins, culverts and swales) within the plat and the adjacent off-site storm sewer system that receives storm water from the plat. The Developer shall follow all instructions it receives from the City concerning the cleaning and maintenance of the storm sewer system. The Developer's obligations under this paragraph shall end two (2) years after the public street and storm drainage improvements in the plat have been accepted by the City. Twenty percent (20%) of the storm sewer costs, shown under section 6 of the special provisions of this contract, will be held by the City for the duration of the 2 -year maintenance period. Q. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly identify in the field and protect from alteration, unless suitable alternative sites are first provided, the two soil treatment sites identified during the platting process for each lot. This shall be done prior to the issuance of a Grading Permit. Any violation/disturbance of these sites shall render them as unacceptable and replacement sites will need to be located for each violated site in order to obtain a building permit. R. Variances. By approving the plat, the Developer represents that all lots in the plat are buildable without the need for variances from the City s ordinances. S. Compliance with Laws. Ordinances, and Regulations. In the development of the plat the Developer shall comply with all laws, ordinances, and regulations 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. GC -9 V. Soil Correction. The Developer shall be responsible for soil correction work on the property. The City makes no representation to the Developer conceming 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. 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 full-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 .dxf & .tif format (the .dxf file must be tied to the current county coordinate system), (8) digital file of utility tie sheets in either .doe 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 ICTSM11 nom. t tj# ➢E3i Jill T!, �311i��•!_ Pi�98g•i• i � ® Jebe Btd6iig!$ d�i13i!!� i �a3 m o, " uzNE M 7g! i FF nnE E � E Ag f 5� F]i4! l :g s loll CWC ^ a S� 6 Y � it W (CF Fi QYYY9 it 1W will o, 4 Yo Ci N g W zz z Nl p n Y �yyq3 �! ^ m� Y Y W (CF Fi QYYY9 L� 0 U 0 U) 0 Z €hl fizz gl LL RD Ar M _p N „ ^ l _ w gl LL RD Ar M «�\ .<#, Allis « >. $� � - : � � a � � e ■lm"Irl |!» / .|� !Q| ! � 2 9| ' k| e ■lm"Irl / J i Q N \/{tom }v, rcd 1;' • i Z rc V)s > o � g � Ao itf ti � Q AW6 O �, ge - /haa V J i lip, i�i •I m I y, pp w x t / _ / 1 A V, $ $ $ $ $s Hill by �'•. 1, ,fid be!S p} Ilia lilt 1 � ?aa Fid id A � 6 vo,i?ale s 4112 !•ff 4Q$ Ztd : , " ��•, - ayt� PH e 4baa i Z i k s I @ l e % M N I e i fl 0 \ id 9 'a i w€ v 49 yv J W 2 } E9933 U W 5 ! O i Z i k s I @ l e % M N I e i fl 0 \ id 9 'a i w€ v 49 yv ei fY e9 �� G & i i � S i 3� i e 6• � $� .s Y��/,�yTb A •{ A A w , - i Y ? i � \ X ti n mdl • Y ? i � \ X ti n mdl p M k k Q a� O -T— < a ,f f AP $OZ iia 8413 yMyIll H QQ @ ! QE' �f Q i 8 1.i�• Q "�'' r ii x M is 1 r/1 0 z B e! t y § III EL e'Se y•F '@@o-3 Et e�}� �?f�' �f.F if _ _ i^ n Lo vi di Ul it gg p fi �t @ @ � $$$.� $et f i / 1i !iF/@ it@i! x � $f - ..._ . � j • F � _.'��__ —' a __� -�_— �✓::: �, \ / � J / f—. JjY i /fir, `•",` � �� ' i€�f y � fig I/ vi r C 3[ i : :i efj ' . �• . I �.�i, M�QG3 [33453 • : i Chanhassen City Council — October 27, 2014 5. Approval of Service Agreement for Joint Assessment with Carver County Assessor, 2015-2016. 6. TH 101 Project (Flying Cloud Drive to Pioneer Trail): Resolution #2014-65: Approve Resolution of Support for Federal Grant Applications for Reconstruction. Resolution #2014-66: Approve Resolution of Support for Federal Grant Applications for Pedestrian Trail Improvements. 7. Deleted. 8. Approval of Amendments to Personnel Policy to Comply with State Law. 9. Approval of Impound Contract with Countryside Veterinary Clinic. 10. Award of Bid: Security Improvements at City Hall, Public Works Building and Fire Station. 11. Vistas at Bentz Farm: Final Plat Approval and Approval of Development Contract and Plans & Specifications. 12. Approve Lease Amendment for T -Mobile Antenna on Minnetonka Middle School West Water Tower. All voted in favor and the motion carried unanimously with a vote of 5 to 0. VISITOR PRESENTATIONS: None. LAW ENFORCEMENT/FIRE DEPARTMENT UPDATE. Mayor Furlong: This evening we have our monthly updates from our sheriffs department and fire department. We'll start with Lt. Jeff Enevold with the Carver County Sheriffs Office. Good evening Lieutenant. Lt. Jeff Enevold: Good evening Mr. Mayor, council. I think I'll get to address you as Mr. Mayor but one more time and that will be it. Is the clicker up here Kate? One more please. I just wanted to update you on a, anupdate here. A burglary update that occurred on October 21st of this year. Deputies responded to a burglary where residents were over $25,000 of items were taken and our investigator the following day. Investigatory Raschke received information that the suspect that we had related to this burglary was arrested in a neighboring community for DUI and the car that he was arrested in matched a description from a witness of a car they had seen near the burglary update so Deputy Raschke went to the neighboring police department. Took a picture of the car. Brought it back to the witness and the witness said yeah, that's the car that was there. So Detective Raschke and Detective Wagner assisted the City where he was arrested with a search warrant on the vehicle and they recovered half of the stolen property from their home. They went to jail. Interviewed the suspect and got a full confession of the burglary and we were able to return the stolen property to the owner so a great outcome and I just wanted to recognize the excellent work that was done from the initial response. The deputies going there. Taking all the necessary information and to the confession so just kind of underscores the importance of having an investigator up here that can gather all this information and take it and solve these crimes so. Next thing I want to do is bring Sergeant Wollin, Deputy Bengtson and Deputy Fiedler up here. I want to recognize them on a call for service that they were on that is pretty unusual. Put up the next one. On October 6' at about 10:25 p.m. Deputy Bengtson and Deputy Fiedler responded to a medical of a pregnant female who was having contractions. They arrived and without getting into too much detail it was obvious they SCANNED CHANHASSEN CITY COUNCIL REGULAR MEETING OCTOBER 27, 2014 Mayor Furlong called the meeting to order at 7:00 p.m. The meeting was opened with the Pledge to the Flag. COUNCIL MEMBERS PRESENT: Mayor Furlong, Councilman Laufenburger, Councilwoman Ernst, Councilwoman Tjomhom, and Councilman McDonald STAFF PRESENT: Todd Gerhardt, Laurie Hokkanen, Paul Oehme, Kate Aanenson, Todd Hoffman, Greg Sticha, and Roger Knutson Mayor Furlong: Thank you and welcome everybody. Those here in the council chambers as well as those watching at home tonight. We're glad that you chose to join us this evening. At this time I would ask if there are any changes or modifications to the agenda as published. I would announce for those who might be here for a couple items, the Economic Development Authority meeting that was posted for being on this evening will be postponed and we will do that most likely now at our November 10 s meeting. Also one of the public hearing items that was noticed and published, item I(1) relating to a metes and bounds subdivision at 2061 West 65' Street is also been deleted for tonight's agenda so if you're here for either of those two items, we're not going to be covering them this evening. With that are there any other changes or modifications from members of the council they'd like to discuss? If not then we'll proceed with the agenda as published with those modifications that I mentioned. With that let's begin this evening. PUBLIC ANNOUNCEMENTS: INVITATION TO SEMINARY FEN WORK DAY. Mayor Furlong: I'd like to extend an invitation to everyone relating to the Seminary Fen fall clean-up event. This is the third annual Seminary Fen Fall Clean -Up that will take place on Saturday, November 151. That's this coming Saturday. Everyone is invited to spend the moming helping to restore the State designated scientific and natural area down along the Minnesota River. DNR staff will be on hand to lead the volunteers as they pull buckthorn, pick up trash and do other activities. Afterwards the volunteers will be invited to tour the fen with the DNR Naturalists and learn more about that unique area in our town. The event is sponsored by the Chanhassen Environmental Commission in partnership with the DNR. Volunteers will meet at 9:00 a.m. in the fen parking lot, right off County 61, Flying Cloud Drive. For more information, including a location map can be found on our City's website so again, November l'` Seminary Fen clean-up. That's this coming Saturday. 9:00 a.m. down off of Flying Cloud Drive at the fen parking lot. Everyone is welcomed to help. CONSENT AGENDA: Councilman Laufenburger moved, Councilwoman Ernst seconded to approve the following consent agenda items pursuant to the City Manager's recommendations: 1. Approval of City Council Minutes dated October 13, 2014 2. Approval of Planning Commission Minutes dated October 7, 2014 3. Award of Bid, Neighborhood Park Shelters. 4. Authorize Preparation of Feasibility Reports: a. Resolution #2014-63: 2015 Street Rehabilitation Project 15-01. b. Resolution #2014-64: Kerber Boulevard Overlay Project 15-02. CITY OF CAANAASSEN 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 952.227.1110 Building Inspections Phone: 952.227.1180 Fax: 952.227.1190 Engineering Phone: 952.227.1160 Fax: 952.227.1170 Finance Phone: 952.227.1140 Fax: 952.227.1110 Park & Recreation Phone: 952.227.1120 Fax: 952.227.1110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.227.1404 Planning & Natural Resources Phone. 952.227.1130 Fax 952.2271110 Public Works 7901 Park Place Phone: 952.227.1300 Fax: 952.227.1310 Senior Center Phone: 952.227.1125 Fax: 952.227.1110 website www.ci.chanhassen.mn.us 14-t ,? October 29, 2014 Mr. Jason Biederwolf Homestead Partners, LLC 525 15a' Avenue South Hopkins, MN 55343 Re: Vistas at Bentz Farm — Planning Case #2014-18 Dear Mr. Biederwolf: This letter is to confirm that on October 27, 2014, the Chanhassen City Council approved the following: • The development contract for Vistas at Bentz Farm; • The plans and specifications for Vistas at Bentz Farm; and • The final plat for Vistas at Bentz Farm with a variance for the use of a private street subject to the following conditions: Building Official 1. Provide a 1:200 "clean" plat drawing. 2. Demolition permits are required for the removal of any existing structures. 3. Buildings may be required to be designed by an architect and/or engineer as determined by the Building Official. 4. A final grading plan and soils report must be submitted to the Inspections Division before permits can be issued. 5. Retaining walls over four feet high require a permit and must be designed by a professional engineer. 6. Each lot must be provided with separate sewer and water services. 7. The applicant and/or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. Engineering 1. The developer shall update the title search for this property and find the documentation for the roadway easement on Parcel 2. Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow SCANNED Mr. Jason Biederwolf October 29, 2014 Page 2 2. Grading shall be revised to direct water away from the building comers. Spot elevations shall be shown near the southeast building comer of Lot 1, Block 1. The raised side yard shall be revised between Lots 9 and 10, Block 1 to direct water away from the building corners. The front yard grading of Lot 2, Block 2 shall be revised near the southeast corner. The grading on both sides of Lot 2, Block 2 must be revised to direct water away from the eastern comers of the building pad. 3. The grading plan must show proposed driveway locations and elevations at the center of the proposed driveway at the curb line. 4. The lowest building opening for properties adjacent to an emergency overflow (EOF) must be a minimum of one foot above the EOF elevation. 5. 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. Walls taller than six feet shall not be constructed with boulder rock. 6. A Homeowners Association (HOA) must be created to take ownership and maintenance responsibility of the retaining wall and any drain tile that will cross property lines. 7. Curb and gutter are required for the private street. 8. The engineering department's preference would be to remove the farm drives and the culverts underneath them. The developer's engineer shall work with Carver County staff to accomplish this. 9. An assessment for the Lake Ann Interceptor improvements from 2003 is outstanding for this property. The principal of $187.50 must be paid or reassessed to the individual lots at the time of final plat. 10. An assessment for water and sewer improvements from 2002 is outstanding. The principal of $38,922.00 must be paid or reassessed to the individual lots at the time of final plat. 11. Water and sewer partial hookups are due at the time of final plat. The partial hookup fees will be assessed at the rate in effect at that time. 12. The driveways for Lot 5, Block 1 and Lot 1, Block 2 must be a minimum of 40 feet away from the intersection of Fawn Hill Road and Windsor Court. 13. The grading and storm water plans must show the location of emergency overflows (EOFs). 14. The emergency overflow (EOF) from the north pond shall not discharge water onto the property north of this development. 15. The grading plan for Windsor Court shows an inverted crown. This would contain runoff to the street where winter freeze/thaw conditions would damage the pavement. The plan shall be modified so that Windsor Court is constructed with the 3% crown, per the City's standard detail. Mr. Jason Biederwolf October 29, 2014 Page 3 16. The street profile for Fawn Hill Road shall be revised to indicate which part will be completed by others and which part will be completed for Vistas at Bentz Farms. 17. The street profile shall call out the intersection with Bentz Court. 18. A stop sign shall be installed for traffic on Fawn Hill Road to come to a stop before entering Galpin Boulevard. 19. The developer shall work with staff to provide access for vehicles exiting the driveway of Lot 11, Block 1 to navigate onto the roadway. 20. The plans shall indicate the construction of ADA pedestrian ramps where the sidewalk intersects Galpin Boulevard and Windsor Court. 21. The City of Chanhassen standard detail plates for pedestrian ramps shall be added to the plan set. 22. The hydrant at 1+50 Windsor Court should be moved to the intersection of Windsor Court and Fawn Hill Road. 23. Adjust plans to show only one hydrant at the intersection of Fawn Hill Road and Galpin Boulevard. 24. A permit must be obtained from Carver County for sanitary sewer work inside their right of way. 25. The engineer shall work with city staff to reduce the number of sanitary maintenance holes in the plan. 26. On Lots 1, 3 and 4, Block 1 the drainage and utility easements need to be increased near the sanitary sewer main. The easement must be large enough for a 1:1 trench excavation for future maintenance of the sewer line. 27. The detail plates in the plan set must be updated with the most current City of Chanhassen plates. 28. An easement for construction of the sanitary sewer is required between the developer and the property owner north of this development. A maintenance agreement must also be obtained between the property owner and the City. Fire Marshal 1. A three-foot clear space must be maintained around fire hydrants. 2. Prior to combustible construction, fire hydrants must be made serviceable. 3. Temporary street signs shall be installed prior to and during construction. Mr. Jason Biederwolf October 29, 2014 Page 4 4. Prior to combustible construction, fire apparatus access roads capable of supporting the weight of fire apparatus shall be made serviceable. 5. No burning permits will be issued for trees, brush that is removed. 6. "No Parking Fire Lane" signs will be required on the east side of the private drive/road. Spacing shall be 75 feet, wording on both sides of posts. Contact Chanhassen Fire Marshal for more information if needed. Natural Resource Specialist 1. Tree protection fencing will be required around any preserved trees. It shall be installed prior to grading. 2. Tree preservation fencing shall be installed at the dripline around tree #432. The applicant shall revise the grading plan to show no grading within a 20 -foot diameter around the trunk of the tree, with the exception of the street installation to the west of the tree. 3. The applicant shall remove all hazard and diseased trees in the bufferyard area prior to final acceptance of the completed development. Parks 1. The applicant shall pay $87,000.00 park fees in lieu of additional parkland dedication and/or trail construction, which shall be collected at the time of final plat recording. Plannine 1. Lots within the development are limited to single-family detached homes. 2. The applicant shall work with the Carver County Historical Society to create and install a historic marker or plaque for the property commemorating the Lyman Farm. 3. Unless the property to the northwest is combined with the property to the north of this development as a zoning lot, which is ghost platted in conjunction with this plat, the developer will be required to show how this parcel will be accessed and developed. Water Resource Specialist 1. The developer's engineer shall work with staff to provide more clear and concise demarcation of the Bluff Creek Overlay District and the setback from the Bluff Creek Overlay District. 2. All signage for the Bluff Creek Overlay District shall be installed prior to any earth - disturbing activity unless otherwise approved by the city in writing. Mr. Jason Biederwolf October 29, 2014 Page 5 3. That portion of the Bluff Creek Overlay District and applicable setback disturbed for site grading shall be vegetated in native vegetation and a planting plan and schedule shall be provided. 4. Outlot A shall be dedicated to the City. 5. The Swale behind Lots 13 and 14 shall have a drain tile installed as part of the site grading and utility installation. This shall be included before final plat approval. 6. The filtration bench shall be lined with an impervious geotextile fabric to prevent intrusion of ground water into the trench due to the lack of adequate separation to water table. 7. The applicant must comply with the requirements of all other jurisdictional agencies with authority over the project area. 8. Surface Water Management connection charges are estimated to be $47,834.00. This connection charge will be due at the time of final plat. Two signed mylar copies of the final plat shall be submitted to our office for signatures. One 1 "=200' scale mylar reduction of the final plat, three 1 "=200' scale paper reductions of the final plat and one 1 "=200' scale paper reduction of the final plat with just street names and lot and block numbers shall be submitted. In addition, a digital copy in .dxf format and a digital copy in .tif format (pdf compatible) in Carver County coordinates of the final plat shall be submitted. Chanhassen Investment, LLC must execute the Vistas at Bentz Farms Development Contract. Note that if there is a different property owner and/or mortgage holder on the property, they will need to sign the consent(s) at the end of the development contract. The fees in the amount of $233,342.89 must be paid prior to recording the final plat. A security in the amount of $940,916.89 must be provided for public improvements included in the project. The City will submit all the necessary documents to Carver County for recording. Processing of the final plat documents prior to recording usually takes approximately two weeks upon receipt by the city. A warranty deed transferring Outlot A to the City and private street easement shall be prepared and executed for recording with the final plat documents. All current year taxes must be paid in full and any delinquent property taxes or green acres tax. The property to the northeast must be combined with the Marcotte property. A Carver County application to combine real estate parcels must be completed and submitted in conjunction with the final plat documents. Once everything is submitted, please contact Stephanie Smith, Project Engineer, at 952-227- 1165 or ssmithaci.chanhassen.mn.us to coordinate the preconstruction meeting. Mr. Jason Biederwolf October 29, 2014 Page 6 Should you have any questions, please contact me at (952) 227-1131 or by email at bgenerousna.ci.chanhassen.mn.us. Sincerely, Robert Generous, AICP Senior Planner Enclosures: Application to Combine Real Estate Parcels Vistas at Bentz Farm Development Contract ec: Kate Aanenson, Community Development Director Todd Gerhardt, City Manager Terry Jeffery, Water Resources Coordinator Mark LittSn, Fire Marshal Jerry Mohn, Building Official Jill Sinclair, Natural Resource Specialist Stephanie Smith, Project Engineer g:\plan12014 planning cnm\2014-I8 vistas at bentz farm\final plat\appmal letta.dm Date Received CARVER COUNTY Taxpayer Services Department Government Center - Administration Building 600 East 4th Street Chaska, MN 55318-2102 Phone(952)361-1910 Fax(952)361-1919 Application to Combine Real Estate Parcels Per MN Statute 272.46 the county auditor, upon written application of any person, shall for property tax purposes only, combine legal descriptions of contiguous parcels to which the applicant(s) hold title. In order to be combined, the following requirements must be met: • Receipt of completed form by owner or designated representative • Based upon deeds of record, parcels must be of the same (identical) ownership • Parcels must be contiguous • Parcels must be located in same unique taxing districts (TAG) • Current year and delinquent taxes must be paid on each parcel • If parcels are in a Tax Increment Financing District (TIF), they must be located in the same TIF district • If special assessments are not paid on all parcels, the city/township would need to recertify the special assessments for the new parcel CAUTION Parcels that have been combined cannot be subdivided again without local municipality approval. If located in a township, Carver County Land Management Office must also approve the subdivision. Combined property tax will be reflected on next year's tax statement Owner (Applicant) Name: Address: Parcels to be combined: Phone Number: Signature: Date: For Office Use Only: Approved Denied By: Reason Denied: G:\PLAN\Fonns\Administrative Subdivisions\Administrative subdivision Application to Combine Real Estate Parcels.doc CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA VISTAS AT BENTZ FARMS 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 -7 GENERAL CONDITIONS 1. RIGHT TO PROCEED.................................................................................................GC-1 2. PHASED DEVELOPMENT........................................................................................GC-1 3. PRELIMINARY PLAT STATUS................................................................................GC-1 4. CHANGES IN OFFICIAL CONTROLS.....................................................................GC-1 5. IMPROVEMENTS.......................................................................................................GC-1 6. IRON MONUMENTS..................................................................................................GC-2 7. LICENSE......................................................................................................................GC-2 8. SITE EROSION AND SEDIMENT CONTROL.........................................................GC-2 8A. EROSION CONTROL DURING CONSTRUCTION OF A DWELLING OROTHER BUILDING..................................................................................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..........................................................................................................GG3 14. WARRANTY...............................................................................................................GC-4 15. LOT PLANS.................................................................................................................GC-4 16. EXISTING ASSESSMENTS.......................................................................................GC-4 17. HOOK-UP CHARGES.................................................................................................GC-4 18. PUBLIC STREET LIGHTING.....................................................................................GC-4 19. SIGNAGE.....................................................................................................................GC-5 20. HOUSE PADS..............................................................................................................GC-5 21. RESPONSIBILITY FOR COSTS................................................................................GC-5 22. DEVELOPER'S DEFAULT.........................................................................................GC-6 22. MISCELLANEOUS A. Construction Trailers B. ........................................................................................GC-6 Postal Service....................................................................................................GC-7 C. Third Parties......................................................................................................GC-7 D. Breach of Contract ............................................................................................GC-7 E. Severability .......................................................................................................GC-7 F. Building Permits...............................................................................................GC-7 G. Waivers/Amendments.......................................................................................GC-7 H. Release ..............................................................................................................GC-7 I. Insurance ........................................................................................................... GC -7 J. Remedies...........................................................................................................GC-8 K. Assignability .....................................................................................................GC-8 L. Construction Hours...........................................................................................GC-8 M. Noise Amplification..........................................................................................GC-8 N. Access ...............................................................................................................GC-8 O. Street Maintenance ............................................................................................GC-8 P. Storm Sewer Maintenance ................................................................................GC-9 Q. Soil Treatment Systems....................................................................................GC-9 R. Variances...........................................................................................................GC-9 S. Compliance with Laws, Ordinances, and Regulations.....................................GC-9 T. Proof of Title.....................................................................................................GC-9 U. Soil Conditions................................................................................................GC-10 V. Soil Correction................................................................................................GC-10 W. Haul Routes..........................................................................................................GC-10 X. Development Signs..............................................................................................GG10 Y. Construction Plans...............................................................................................GG10 Z. As -Built Lot Surveys...........................................................................................GC 11 ii CITY OF CHANHASSEN DEVELOPMENT CONTRACT (Developer Installed Improvements) VISTAS AT BENTZ FARMS AGREEMENT dated October 27, 2014 by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation (the "City"), and, CHANHASSEN INVESTMENT LLC a Minnesota limited liability company (the 'Developer"). 1. Request for Plat Approval. The Developer has asked the City to approve a plat for VISTAS AT BENTZ FARMS (referred to in this Contract as the "plat'). The land is legally described on the attached Exhibit "A". 2. Conditions of Plat Approval. The City hereby approves the plat on condition that the Developer enter into this Contract, furnish the security required by it, and record the plat with the County Recorder or Registrar of Titles 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 October 27, 2014, prepared by SATHRE-BERGQUIST, INC. Plan B: Grading, Drainage and Erosion Control Plan dated September 22, 2014, prepared by SATHRE-BERGQUIST, INC. Plan C: Plans and Specifications for Improvements dated September 22, 2014, prepared by SATHRE-BERGQUIST, INC. Plan D: Landscape Plan dated September 19, 2014, prepared by NORBY AND ASSOCIATES LANDSCAPE ARCHITECTS, INC. SP -1 4. Improvements. The Developer shall install and pay for the following: A. Storm Water Drainage System B. Site Grading/Restoration C. Underground Utilities (e.g. gas, electric, telephone, CATV) D. Setting of Lot and Block Monuments E. Surveying and Staking F. Landscaping G. Erosion Control 5. Time of Performance. The Developer shall install all required improvements by November 15, 2014. 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 furnish the City with a letter of credit in the form attached hereto, from a bank acceptable to the City, or cash escrow ("security") for $940,916.89. The amount of the security was calculated as 110% of the following: Sanitary Sewer $ 141,106.25 Watermain $ 101,585.00 Storm Sewer, Drainage System, including cleaning and maintenance $ 83,721.75 Site Grading/Erosion Control/Restoration (including 3,000 CY topsoil at $20/CY) $ 211,862.50 Streets $ 237,943.75 Sub -total, Construction Costs $ 776,219.25 Engineering, surveying, and inspection (7% of construction costs) $ 54,335.35 Landscaping (2% of construction costs) $ 15,524.39 Street lights and signs (4 lights @ $2,200 + 2 signs @ $250) $ 9,300.00 Sub -total, Other Costs $ 79,159.74 TOTAL COST OF PUBLIC IMPROVEMENTS $ 855,378.99 SECURITY AMOUNT 110% of $855,378.99) $ 940,916.89 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 SP -2 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: JASON BIEDERWOLF CHANHASSEN INVESTMENT, LLC 525 15' AVENUE SOUTH HOPKINS, MN 55343 Phone: 952-294-2113 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 $940,916.89 letter of credit or escrow for the developer -installed improvements, the $233,342.89 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 $160,206.75 $ 19,324.39 Final Plat Processing Fee $ 450.00 GIS fee: $25 (plat) + (5 parcels x $10/parcel) $ 175.00 Special Assessments $ 39,109.50 Surface water management fee $ 47,834.00 Park Dedication Fee $ 87,000.00 Street Lighting Charge $ 1,200.00 Partial sewer hookup fee: 15 units x $664/unit $ 9,960.00 Partial water hookup fee: 15 units x $1,886/unit $ 28,290.00 Total cash fee S 233,342.89 B. BUILDING OFFICIAL CONDITIONS OF APPROVAL: 1. Provide a 1:200 "clean" plat drawing. SP -3 2. Demolition permits are required for the removal of any existing structures. 3. Buildings may be required to be designed by an architect and/or engineer as determined by the Building Official. 4. A final grading plan and soils report must be submitted to the Inspections Division before permits can be issued. 5. Retaining walls over four feet high require a permit and must be designed by a professional engineer. 6. Each lot must be provided with separate sewer and water services. 7. The applicant and/or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. C. PLANNING DEPARTMENT CONDITIONS OF APPROVAL: 1. Lots within the development are limited to single-family detached homes. 2. The applicant shall work with the Carver County Historical Society to create and install a historic marker or plaque for the property commemorating the Lyman Farm. 3. Unless the property to the northwest is combined with the property to the north of this development as a zoning lot, which is ghost platted in conjunction with this plat, the developer will be required to show how this parcel will be accessed and developed. D. ENGINEERING DEPARTMENT CONDITIONS OF APPROVAL: 1. The developer shall update the title search for this property and find the documentation for the roadway easement on Parcel 2. 2. Grading shall be revised to direct water away from the building corners. Spot elevations shall be shown near the southeast building comer of Lot 1, Block 1. The raised side yard shall be revised between Lots 9 and 10, Block 1 to direct water away from the building comers. The front yard grading of Lot 2, Block 2 shall be revised near the southeast comer. The grading on both sides of Lot 2, Block 2 must be revised to direct water away from the eastern comers of the building pad. 3. The grading plan must show proposed driveway locations and elevations at the center of the proposed driveway at the curb line. 4. The lowest building opening for properties adjacent to an emergency overflow (EOF) must be a minimum of one foot above the EOF elevation. SP -4 5. 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. Walls taller than six feet shall not be constructed with boulder rock. 6. A Homeowners Association (HOA) must be created to take ownership and maintenance responsibility of the retaining wall and any drain tile that will cross property lines. 7. Curb and gutter are required for the private street. 8. The engineering department's preference would be to remove the farm drives and the culverts underneath them. The developer's engineer shall work with Carver County staff to accomplish this. 9. An assessment for the Lake Ann Interceptor improvements from 2003 is outstanding for this property. The principal of $187.50 must be paid or reassessed to the individual lots at the time of final plat. 10. An assessment for water and sewer improvements from 2002 is outstanding. The principal of $38,922.00 must be paid or reassessed to the individual lots at the time of final plat. 11. Water and sewer partial hookups are due at the time of final plat. The partial hookup fees will be assessed at the rate in effect at that time. 12. The driveways for Lot 5, Block 1 and Lot 1, Block 2 must be a minimum of 40 feet away from the intersection of Fawn Hill Road and Windsor Court. 13. The grading and storm water plans must show the location of emergency overflows (EOFs). 14. The emergency overflow (EOF) from the north pond shall not discharge water onto the property north of this development. 15. The grading plan for Windsor Court shows an inverted crown. This would contain runoff to the street where winter freeze/thaw conditions would damage the pavement. The plan shall be modified so that Windsor Court is constructed with the 3% crown, per the City's standard detail. 16. The street profile for Fawn Hill Road shall be revised to indicate which part will be completed by others and which part will be completed for Vistas at Bentz Farms. 17. The street profile shall call out the intersection with Bentz Court. 18. A stop sign shall be installed for traffic on Fawn Hill Road to come to a stop before entering Galpin Boulevard. SP -5 19. The developer shall work with staff to provide access for vehicles exiting the driveway of Lot 11, Block 1 to navigate onto the roadway. 20. The plans shall indicate the construction of ADA pedestrian ramps where the sidewalk intersects Galpin Boulevard and Windsor Court. 21. The City of Chanhassen standard detail plates for pedestrian ramps shall be added to the plan set. 22. The hydrant at 1+50 Windsor Court should be moved to the intersection of Windsor Court and Fawn Hill Road. 23. Adjust plans to show only one hydrant at the intersection of Fawn Hill Road and Galpin Boulevard. 24. A permit must be obtained from Carver County for sanitary sewer work inside their right of way. 25. The engineer shall work with city staff to reduce the number of sanitary maintenance holes in the plan. 26. On Lots 1, 3 and 4, Block 1 the drainage and utility easements need to be increased near the sanitary sewer main. The easement must be large enough for a 1:1 trench excavation for future maintenance of the sewer line. 27. The detail plates in the plan set must be updated with the most current City of Chanhassen plates. 28. An easement for construction of the sanitary sewer is required between the developer and the property owner north of this development. A maintenance agreement must also be obtained between the property owner and the City. E. ENVIRONMENTAL RESOURCES SPECIALIST CONDITIONS OF APPROVAL: 1. Tree protection fencing will be required around any preserved trees. It shall be installed prior to grading. 2. Tree preservation fencing shall be installed at the dripline around tree #432. The applicant shall revise the grading plan to show no grading within a 20 -foot diameter around the trunk of the tree, with the exception of the street installation to the west of the tree. 3. The applicant shall remove all hazard and diseased trees in the bufferyard area prior to final acceptance of the completed development. SP -6 F. PARKS AND RECREATION DIRECTOR CONDITION OF APPROVAL: I. The applicant shall pay $87,000.00 park fees in lieu of additional parkland dedication and/or trail construction, which shall be collected at the time of final plat recording. G. WATER RESOURCE COORDINATOR CONDITIONS OF APPROVAL: 1. The developer's engineer shall work with staff to provide more clear and concise demarcation of the Bluff Creek Overlay District and the setback from the Bluff Creek Overlay District. 2. All signage for the Bluff Creek Overlay District shall be installed prior to any earth - disturbing activity unless otherwise approved by the city in writing. 3. That portion of the Bluff Creek Overlay District and applicable setback disturbed for site grading shall be vegetated in native vegetation and a planting plan and schedule shall be provided. 4. Outlot A shall be dedicated to the City. 5. The Swale behind Lots 13 and 14 shall have a drain file installed as part of the site grading and utility installation. This shall be included before final plat approval. 6. The filtration bench shall be lined with an impervious geotextile fabric to prevent intrusion of ground water into the trench due to the lack of adequate separation to water table. 7. The applicant must comply with the requirements of all other jurisdictional agencies with authority over the project area. 8. Surface Water Management connection charges are estimated to be $47,834.00. This connection charge will be due at the time of final plat. 9. General Conditions. The general conditions of this Contract are attached as Exhibit "B" and incorporated herein. SP -7 CITY OF CHANHASSEN C)'� (SEAL) Thomas A. Furlong, Mayor Todd Gerhardt, City Manager CHANHASSEN INVESTMENT LLC: Matt Hanish, Its Vice President STATE OF MINNESOTA ) ( ss. COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this _ day of 2014, by Thomas A. Furlong, 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 2014, by Matt Hanish, Vice President of CHANHASSEN INVESTMENTS LLC, a Minnesota 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 .UZ NOTARY PUBLIC EXEnIT "A" TO DEVELOPMENT CONTRACT LEGAL DESCRIPTION OF SUBJECT PROPERTY That part of the West Half of the Southwest Quarter of Section 10, Township 116, Range 23, Carver County, Minnesota, described as follows: Commencing at the west quarter comer of said Section 10; thence on an assumed bearing of South 1 degree 56 minutes 40 seconds East along the west line of said Southwest Quarter, a distance of 1,213.40 feet to the point of beginning of the tract to be described; thence continuing South 1 degree 56 minutes 40 seconds East along said west line of the Southwest Quarter, a distance of 455.48 feet; thence South 79 degrees 32 minutes 20 seconds East, a distance of 177.77 feet; thence South 86 degrees 32 minutes 20 seconds East, a distance of 100.40 feet; thence South 78 degrees 32 minutes 20 seconds East, a distance of 194.14 feet; thence South 74 degrees 32 minutes 20 seconds East, a distance of 150.00 feet; thence South 47 degrees 17 minutes 20 seconds East, a distance of 75.43 feet; thence North 82 degrees 42 minutes 40 seconds East, a distance of 74.98 feet; thence South 58 degrees 17 minutes 20 seconds East, a distance of 84.58 feet; thence South 89 degrees 17 minutes 20 seconds East, a distance of 164.63 feet; thence North 18 degrees 17 minutes 40 seconds East, a distance of 259.05 feet; thence northerly a distance of 469.80 feet along a tangential curve concave to the West, having a radius of 3452.34 feet and a central angle of 7 degrees 47 minutes 49 seconds; thence South 88 degrees 03 minutes 20 seconds West along a line not tangent to said curve, a distance of 1190.41 feet to the point of beginning. M That part of the Northwest Quarter of the Southwest Quarter of Section 10, Township 116, Range 23, Carver County, Minnesota, described as follows; Commencing at the West Quarter comer of said Section 10; thence on an assumed bearing of South 1 degree 56 minutes 40 seconds East along the west line of said Southwest Quarter, a distance of 1213.40 feet; thence North 88 degrees 03 minutes 20 seconds East, a distance of 464.93 feet to the point of beginning of the tract to be described; thence North 1 degree 56 minutes 40 seconds West on a line parallel to said west line of the Southwest Quarter, a distance of 289.19 feet; thence North 88 degrees 03 minutes 20 seconds East, a distance of 777.13 feet; thence South 6 degrees 43 minutes 00 seconds West, a distance of 66.03 feet; thence southerly a distance of 227.81 feet along a tangential curve concave to the west having a radius of 3,452.34 feet and a central angle of 3 degrees 46 minutes 51 seconds; thence South 88 degrees 03 minutes 20 seconds West, a distance of 725.48 feet to the point of beginning. This tract contains 5.00 acres of land and is subject to right-of- way in existing county road and subject to roadway easement over the North 30.00 feet thereof and any and all easements of record. 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 tee 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 CREDR No. _ Date: TO: City of Chanhassen 7700 Market Boulevard, Box 147 Chanhassen, Minnesota 55317 Dear Sir or Madam: We hereby issue, for the account of (Name of Developer) and in your favor, our Irrevocable Letter of Credit in the amount of $ available to you by your draft drawn on sight on the undersigned bank. The draft must: a) Bear the clause, "Drawn under Letter of Credit No. dated 2. of _ (Name of Bank) b) Be signed by the Mayor or City Manager of the City of Chanhassen. c) Be presented for payment at (Address of Bank) on or before 4:00 p.m. on November 30, 2 This Letter of Credit shall automatically renew for successive one-year terms unless, at least forty- five (45) days prior to the next annual renewal date (which shall be November 30 of each year), the Bank delivers written notice to the Chanhassen City Manager that it intends to modify the terms of, or cancel, this Letter of Credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty-five (45) days prior to the next annual renewal date addressed as follows: Chanhassen City Manager, Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, MN 55317, and is actually received by the City Manager at least thirty (30) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 600. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. 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 outiots 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 famished to the City and approved by the City Engineer. The Developer shall obtain all necessary 104 permits from the Metropolitan Council Environmental Services and other pertinent agencies before proceeding with construction. The City will, at the Developer's expense, have one or more construction inspectors and a soil engineer inspect the work on a full or part-time basis. The Developer shall also provide a qualified inspector to perform site inspections on a daily basis. Inspector qualifications shall be submitted in writing to the City Engineer. The Developer shall instruct its project engineer/inspector to respond to questions from the City 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 GC -2 escrow or letter of credit per lot shall also be famished to the City to guarantee compliance with City Code § 7-22. 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 fiom 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'/Z) 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 four (4) 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 GC -3 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 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 of building permits, an acceptable Grading, Drainage, Erosion Control including silt fences, and Tree Removal Plan shall be submitted for each lot for review and approval by the City Engineer. Each plan shall assure that drainage is maintained away from buildings and that tree removal is consistent with development plans and City Ordinance. 16. Existing Assessments. Any existing assessments against the plat will be re -spread against the plat in accordance with City standards. 17. Hook-up Charges.. At the time of final plat approval the Developer shall pay 30% of the City Sewer Hook-up charge and 30% of the City Water hook up charge for each lot in the plat in the amount specified in Special Provision, Paragraph 8, of this Development Contract. The balance of the hook-up charges is collected at the time building permits are issued are based on 70% of the rates then in effect, unless a written request is made to assess the costs over a four year term at the rates in effect at time of application. 18. Public Street Lighting. The Developer shall have installed and pay for public street lights in accordance with City standards. The public street lights shall be accepted for City GC -4 ownership and maintenance at the same time that the public street is accepted for ownership and maintenance. A plan shall be submitted for the City Engineer's approval prior to the installation. Before the City signs the final plat, the Developer shall pay the City a fee of $300.00 for each street light installed in the plat. The fee shall be used by the City for fiunishing 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 furnish the City "as -built" plans indicating the amount, type and limits of fill on any house pad location. 21. Responsibility for Costs. A. The Developer shall pay an administrative fee in conjunction with the installation of the plat improvements. This fee is to cover the cost of City Staff time and overhead for items such as review of construction documents, preparation of the Development Contract, monitoring construction progress, processing pay requests, processing security reductions, and final acceptance of improvements. This fee does not cover the City's cost for 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 (31/o) of construction costs; ii) if the cost of the construction of public improvements is between $500,000 and $1,000,000, three percent (3%) of construction costs for the first $500,000 and two percent (2%) of construction costs over $500,000; iii) if the cost of the construction of public improvements is over $1,000,000, two and one-half percent (2'/:%) 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 21E of this Agreement. GC -5 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. 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 first given notice of the work in default, not less than four (4) days in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 23. Miscellaneous. A. Construction Trailers. Placement of on-site construction trailers and 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 GC -6 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 shall have no responsibility or liability to lot purchasers or others for the City's failure to enforce this Contract or for allowing deviations from it. D. Breach of Contract. Breach of the terms of this Contract by the Developer shall be grounds for denial of building permits, including lots sold to third parties. The City may also issue a stop work order halting all plat development until the breach has been cured and the City has received satisfactory assurance that the breach will not reoccur. E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Contract is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. —Building ts. 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 re - vegetated in accordance with Plan B of the development plans. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City s failure to promptly take legal action to enforce this Contract shall not be a waiver or release. H. Release. This Contract shall run with the land and may be recorded against the title to the property. After the Developer has completed the work required of it under this Contract, at the Developer's request the City Manager will issue a Certificate of Compliance. Prior to the issuance of such a certificate, individual lot owners may make a 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 GC -7 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 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 Developers obligation hereunder shall continue in full force and effect even if the Developer sells one or more lots, the entire plat, or any part of it. L. Construction Hours. Construction hours, including pick-up and deliveries of material and equipment and the operation of any internal combustion engine, may only occur from 7:00 am. to 6:00 p.m. on weekdays, from 9:00 a.m. to 5:00 p.m. on Saturdays with no such activity allowed on Sundays or on legal holidays. Contractors must require their subcontractors, agents and supplies to comply with these requirements and the Contractor is responsible for their failure to do so. Under emergency conditions, this limitation may be waived by the written consent of the City Engineer. If construction occurs outside of the permitted construction hours, the Contractor shall pay the following administrative penalties: First violation $ 500.00 Second violation $ 1,000.00 Third & subsequent violations All site development and construction must cease for seven (7) calendar days M. Noise Amplification. The use of outdoor loudspeakers, bullhorns, intercoms, and similar devices is prohibited in conjunction with the construction of homes, buildings, and the improvements required under this contract. The administrative penalty for violation of construction hours shall also apply to violation of the provisions in this paragraph. N. Access. All access to the plat prior to the City accepting the roadway improvements shall be the responsibility of the Developer regardless if the City has issued building permits or occupancy permits for lots within the plat. O. Street Maintenance. The Developer shall be responsible for all street maintenance until streets within the plat are accepted by the City. Warning signs shall be placed by the Developer when hazards develop in streets to prevent the public from traveling on same and directing attention to detours. If streets become impassable, the City may order that such streets shall be barricaded and closed. The Developer shall maintain a smooth roadway surface and provide proper surface drainage. The Developer may request, in writing, that the City plow snow on the streets prior to final acceptance of the streets. The City shall have complete discretion to approve or reject the request. The City shall not be responsible for reshaping or damage to the street GC -8 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 maintenance of the storm sewer system. The Developer's obligations under this paragraph shall end two (2) years after the public street and storm drainage improvements in the plat have been accepted by the City. Twenty percent (20%) of the storm sewer costs, shown under section 6 of the special provisions of this contract, will be held by the City for the duration of the 2 -year maintenance period. Q. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly identify in the field and protect from alteration, unless suitable alternative sites are first provided, the two soil treatment sites identified during the platting process for each lot. This shall be done prior to the issuance of a Grading Permit. Any violation/disturbance of these sites shall render them as unacceptable and replacement sites will need to be located for each violated site in order to obtain a building permit. R. Variances. By approving the plat, the Developer represents that all lots in the plat are buildable without the need for variances from the City's ordinances. S. Compliance with Laws. Ordinances and Regulations. In the development of the plat the Developer shall comply with all laws, ordinances, and regulations 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. GC -9 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. 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"x1T' 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 full-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, (T) digital file of as -built plans in both Axf & If format (the Axf file must be tied to the current county coordinate system), (8) digital file of utility tie sheets in either Aoc 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 KNOW ALL PERSONS BY THESE PRESENTS: That Homestead Partners, LLC., fee owner of the following described property situated in the State of Minnesota, County of Carver, to wit: That part of the West Half of the Southwest Quarter of Section 10, Township 116, Range 23, Carver County, Minnesota, described as follows: Commencing at the west quarter comer of said Section 10; thence on an assumed bearing of South 1 degree 56 minutes 40 seconds East along the west line of said Southwest Quarter, a distance of 1,213.40 feet to the point of beginning of the tract to be described; thence continuing South l degree 56 minutes 40 seconds East along said west line of the Southwest Quarter, a distance of 455.48 feet; thence South 79 degrees 32 minutes 20 seconds East, a distance of 177.77 feet; thence South 86 degrees 32 minutes 20 seconds East, a distance of 100.40 feet; thence South 78 degrees 32 minutes 20 seconds East, a distance of 194.14 feet; thence South 74 degrees 32 minutes 20 seconds East, a distance of 150.00 feet; thence South 47 degrees 17 minutes 20 seconds East, a distance of 75.43 feet; thence North 82 degrees 42 minutes 40 seconds East, a distance of 74.98 feet; thence South 58 degrees 17 minutes 20 seconds East, a distance of 84.58 feet; thence South 89 degrees 17 minutes 20 seconds East, a distance of 164.63 feet; thence North 18 degrees 17 minutes 40 seconds East, a distance of 259.05 feet; thence northerly a distance of 469.80 feet along a tangential curve concave to the West, having a radius of 3452.34 feet and a central angle of 7 degrees 47 minutes 49 seconds; thence South 88 degrees 03 minutes 20 seconds West along a line not tangent to said curve, a distance of 1190.41 feet to the point of beginning. And That part of the Northwest Quarter of the Southwest Quarter of Section 10, Township 116, Range 23, Carver County, Minnesota, described as follows; Commencing at the West Quarter corner of said Section 10; thence on an assumed bearing of South I degree 56 minutes 40 seconds East along the west line of said Southwest Quarter, a distance of 1213.40 feet; thence North 88 degrees 03 minutes 20 seconds East, a distance of 464.93 feet to the point of beginning of the tract to be described; thence North I degree 56 minutes 40 seconds West on a line parallel to said west line of the Southwest Quarter, a distance of 289.19 feet; thence North 88 degrees 03 minutes 20 seconds East, a distance of 777.13 feet; thence South 6 degrees 43 minutes 00 seconds West, a distance of 66.03 feet; thence southerly a distance of 227.81 feet along a tangential curve concave to the west having a radius of 3,452.34 feet and a central angle of 3 degrees 46 minutes 51 seconds; thence South 88 degrees 03 minutes 20 seconds West, a distance of 725.48 feet to the point of beginning. This tract contains 5.00 acres of land and is subject to right-of-way in existing county road and subject to roadway easement over the North 30.00 feet thereof and any and all easements of record. Has caused the same to be surveyed and platted as VISTAS AT BENTZ FARMS and does hereby dedicate to the public for public use forever the public ways and drainage and utility easements, as shown on this plat. In witness whereof said Homestead Partners, LLC. has caused these presents to be signed by its proper officer this day of Homestead Partners, LLC. Matt Hanish, Vice President 0I7Y0FCHANHASSEN RECEIVED SEP 2 2 2014 CHANHASSEN PLANNING DEPT VISTAS AT BENTZ FARMS COUNTY SURVEYOR, Carver County, Minnesota Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this _ day of John E. Freemyer, Carver County Surveyor IN COUNTY AUDITOR/TREASURER Carver County, Minnesota I hereby certify that taxes payable in — ,2014. Laurie Davies, County Auditor/Treasurer M and prior years have been paid for land described on this plat. Dated this COUNTY RECORDER, Carver County, Minnesota I hereby certify that this plat of VISTAS AT BENTZ FARMS was filed this_ day of , 2014. as Document No. Mark Lundgren, County Recorder M 2014. The bearing basis is the west line of the Southwest Quarter of Section 10, Township 116 West, Range 23 North which is assumed to bear South 00 degrees 41 minutes 09 seconds East. [:It=lt=t=ft=:It�GIt] SCALE IN FEET day of O Denotes a 1/2 inch by 14 inch iron pipe set in the ground and marked by License No. 40344 BENCHMARK: MN/DOT Geodetic Databaise Station #3535 (EXCELSIOR AZ MK) Denotes a Found Iron Monument Elevation = 1025.762 FEET (NAVD88) Denotes a Found Cast -Iron -Monument Location = 1.5 miles north of the junction of Highway No. 41 and Highway 5, Chanhassen, Minnesota. (xxxx) Denotes Deed Dimension 2014, at o'clock_ M. STATE OF MINNESOTA COUNTY OF — WEST QUARTER CORNER Cn The foregoing instrument was acknowledged before me this day of 2014, by Matt Hanish, Vice President of Homestead _; `.`-' — / OF SEC. 10, TWP, 118, RGE. 22 FND. CARVER COUNTY CAST IRON MON. 00 CV \ Partners, Inc. ;-' -. ;`• J.�• •` I <_; `� •`• _ _ WEST LINE OF THE SOUTHWEST 1/4, SEC. 10, TWP. 118, RGE. 22 W ^ W \\�— EDGE OF WET LAND O Notary Public, Hennepin County, Minnesota Notary Printed Name -%1,1: - <-, -,`_' > - My Commission Expires: <Y , •; ' �\ ta1 r n E °O \ . . `J v<.�" wap I O \ <� POINT 1,213.40 FEET SOUTH OF no N THE WI/4 CORNER OF SEC. 10 LINE PARALLEL TO THE WEST - - - SURVEYORS CERTIFICATE o — LINE OF THE SOUTHWEST 1/4, I David B. Pemberton, do hereby certify that this plat was prepared by me or under my direct supervision, that I am a duly licensed land surveyor in the State of $ U) I / SEC. 10, TWP. 118, RGE. 22 i Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on the plat; that all (N88°03' 20"E) monuments depicted on the plat have been or will be correctly set within one year as indicated on the plat; that all water boundaries and wet lands as defined in \ n N 89° 18 51 E 464.93 _ Minnesota Statutes, Section 505.01, Subdivision 3 existing as of the date of this certification are shown and labeled on the plat; and that all public ways are shown — (888°03'20"W) 1190.41 \\ and labeled on the plat. \ I WET LAND Dated this day_ of 2014. David B. Pemberton, Professional Land Surveyor 0 Uj\ Minnesota License No. 40344 w =m \ \ �= I t STATE OF MINNESOTA w 3 Op I \ t COUNTY OF HENNEPIN o Lri t The foregoing instrument was acknowledged before me this day of 2014, by David B. Pemberton, Professional Land Surveyor, ILI; 3 Minnesota License No. 40344. W I 1 , -O w tT I " ::_ = Notary Public, Hennepin County, Minnesota Notary Printed Name _ __ o I i My Commission Expires: ,-; -� S O I 1 1 I ^ I / CHANHASSEN, MINNESOTAL„ C- 1 r / —EDGE OF WET LAND i This Plat of VISTAS AT BENTZ FARMS was approved and accepted by the City Council of the City of Chanhassen, Minnesota at a regular meeting held " ' . _ _ `t ' I t - EDGE OF WET LAND1 � this day of 2014, and is in compliance with the provisions of Minnesota Statues Section 505.03, Subdivision 2. WATER / �t 1 CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA By: Mayor / 10 77.7 / S78° 1648 CREEK ELEVATION: 951.7 - — "E 100 40 Administrator SATHRE-BERGQUIST, INC. JULY 30, 2013 w W I 3220 E) S85°16'49"E _ g 0044 S77016'49 7 X94, /4 1 7 1 N � °16 II tg o I g°32,209 o0 ls7 E �' `J CREEK ELEVATION: 949.1 — — SW CORNER OF THE SW 1/4 JULY 30, 2013 OF SEC. 10, TWP. 118, RGE. 22 FDN. CARVER COUNTY CAST IRON MON. (N88°03'20"E 777.13) 9018'51"E 777.09 743.58 725.48 SEE SHEET 2 OF 2 SHEETS FOR DETAIL S., 'o U. 0� — — CREEK ELEVATION: 948.5 \ JULY 30, 2013 (s,4°3s'o ,t) f �SAs�ts° S \ Xu �OFR.9,, 74.98 J �N82 0540"E)u81 ESS�BS(S ( rev. gi�/4g, S88001'49"E 164.63 BENCHMARK: ELEVATIONS ARE BASED ON MN/DOT GEODETIC DATABASE STATION NAME: EXCELSIOR AZ MK WHICH HAS AN ELEVATION OF: 1025.762 FEET (NAVD88). x'10 (S89017'20"E) SHEET 1 Ur' 2 SHEETS VISTAS AT BENTZ F / o u ,-OLJTLOT c DRAINAGEUTILITY EASEMENT --OUTLOT D C.R. DOC. NO. N89 18 51 E 777.09 OVER ALL OF OUTLOT C DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS:_ -8.11 282.97 ^2 42.25 \42,'216'�0 41.35 yr0 a3.ahti43.as 96.56 133.44 \ 50.43/ 30 �� `?O 90 \� Ssfro DRAINAGE &UTILITY M hOUTLOT B Bj F y 3 EASEMENT OVER ALL OFA N �//9/ \�?e09�1� i p,�/ �R� 6Re OUTLOT D (o Ir (vnc y�� oPy \ / / 11 �^ X7.50 l `` ��Ov f 66 6 69s U SO T2 I l 2 O / / S3 \p Y� /L9 psr The bearing basis is the west line of the - T2 y y Southwest Quarter of Section 10, Township 116 O= F °F West, Range 23 North which is assumed to bear NOT TO SCALE pe o y� o �xH / 17.18�y- `�� iS�O South 00 degrees 41 minutes 09 seconds East. ` 6'p S� �5� F // A=4°01'02" 'o \'rte \�' / / L �o v� of q� o Being 5 feet in width when adjoining side lot lines, unless of \ \5 10 / 'o/\ �1 0 / 4 3�a o qj O Denotes a 1/2 inch by 14 inch iron pipe set in otherwise indicated, and 10 feet in width when adjoining right of 00 �` G� ��ro s� 1 / / / 0� �� '� o / \ o y a 10 the ground and marked by License No. 40344 way lines and rear lot lines, unless otherwise indicated as shown a \ O5 )/�R / 0�\gam 3 \oma on the the plat. 3 ro r +j o �'r„ / `,o "6' \\ Denotes a Found Iron Monument � �\ } \k\�9 CP "j \ 2 F / ,o / �s�a ��' \ N 97J 5565 N 04 0 I F �,9 N77 N v 50 25 0 25 50 100 O i �S, ss Z1`0� �I� o �' ' N N Z F S oeCIV MI4 SCALE IN FEET \ P ti �� \ms's., / 00 Ln JEDGE OF WET LAND - `05,✓3.48 00 � � ale Op'S ^1 N +D _ 00 0 0 43 p3 ��++ I ^ Q 11 I a \�r?��j o 24' Oi 1� -79 h O°� to -00 O 3.96 30 30�7- ^7 S89018'51"W 464.93 WET LAND \\ E 1= 5 0 Oa" N `L? '70 `NIO \ M 02.4 I 0� / O ,/ Q N/ V' 20 `° 0 fj �\� v (o Oo O % Oj \� 20 S 02 50 / rrn A� 1501, l / \ \ o / o 4,9050 ro � 9 o03,� 5j5°49'gBoE 1p °M WET LAND / �I O \ 20 , 7 W 249.44 O? p/� �1\ l / 9.5g Q \ rn 579°312 11/002.2� 16,/4;,� 3� 50 10 / W Ln / W 81. 26.49 1� 51\°21\$ oLLI \ \� Al p // OUTLOT 17 1 EDGE OF WET LAND -�� '� 32. '` / 4 \ \�� ,o / M / 99 o DRAINAGE &UTILITY 0 / EASEMENT OVER ALL OF / OUTLOT A / , p+� / - \ \ \ o / // /N I �0 U3 N \ \ / I WET LAND / �� P I e O'S' -41 \ / �/ rr� o 5 �4\ \ / o /5 / `--EDGE OF WET LAND 0%44 \ \ \ \ l l /l rD I 3 EDGE OF WATER - �� / S. /31'61 a / ti/\ \ q h W I a� `\ X16 \ v o ' 00 WATER �0 0 \ / ///(0 i 0) i o N \o J v L3 \ = I 6,5i --J 0 . 11 �O / /33/4 \ 'V/ S 0 C4 S78°16'49"E EDGE of wEr LAND -' / / / `O !/ M, 4g S4 333 Parcel Table .� 1 / v°j i / nv ui 84 \ \ / °ry \ rn a�4� W 1 ��•77 Line #/Curve # Length Direction Delta Radius Chord Length Chord Bearing S85016149" o E 100.40 ` ' " / Cl 32.07 A=0°32' 3402.34 32.07 S8012'55"W S77016,49 ss \o ^•r C2 2.15 A=0022' 330.00 2.15 545016'45"E E l94' 14 34 \ bio y si'F ,N C3 24.14 A=55019' 25.00 23.21 S2° 12'59"W 6y \\ " D C4 260.82 A=295°55' 50.50 53.58 N57028'55"W 3 6'49 E & _ _ - -Sa2198-46 3 '2 "E /N "� C5 26.77 A=61021' 25.00 25.51 N59 48 14 E 5p N M 0p li T C6 48.99 A=55035' 50.50 47.09 N56031'58"E 4SLI 44.00 S33004'32"W O/ EMeN ' as soR` R9�Y r /-------- ---- L2 50.50 N00°28'38' w op SATHRE-BERGQUIST, INC. ,`SA ° �� ? L3 50.50 N64033'33"E S83 58 II'W 74.98,ys)° o, w N 41� O�1 9 50 c�FRs P`P�� 8gs6 112.18 52.45 S88001'49"E 164.63 SHEET 2 OF 2 SHEETS 1444 Affidavit of Publication Southwest Newspapers CITY OF CHANHASSEN CARVER AND HENNEPIN State of Minnesota) COUNTIES, MINNESOTA ORDINANCE NO. 602 )SS. AN ORDINANCE AMENDING CHAPTER 20 OF THE County of Carver ) CHANHASSEN CITY CODE, THE CITY'S ZONING ORDINANCE, BY REZONING CERTAIN Laurie A. Hartmann, being duly sworn, on oath says that she is the publisher or the authorized PROPERTY g Y Y THE CITY COUNCIL OF agent of the publisher of the newspapers known as the Chaska Herald and the Chanhassen Vil- THE CITY OF CHANHASSEN lager and has full knowledge of the facts herein stated m follows: ORDAINS: Section 1. Chapter 20 of (A) These newspapers have complied with the requirements constituting qualification as a legal the Chanhassen City Code, newspaper, as provided by Minnesota Statute 331A.02, 331A.07, and other applicable laws, as the City's zoning ordinance, is amended hereby amended by rezoning from Agricultural Estate (A2) to Residential -Low & Medium (B) The printed public notice that is attached to this Affidavit and identified as No. Density (RLM), for property was published on the date or dates and in the newspaper stated in the attached Notice and said within the Vistas at Bentz Farm Notice is hereby incorporated as part of this Affidavit. Said notice was cut from the columns of development, with the following the newspaper specified. Printed below is a copy of the lower case alphabet from A to Z, both legal description: inclusive, and is hereby acknowledged as being the kind and size of type used in the composition Lots 1 through 11, Block 1 and and publication of the Notice: Lots 1 through 4, Block 2, Vistas at Bentz Farm, Carver County, Minnesota. abcdefghijklmnopgrstuvwxyz Section 2. The zoning map of the City ofu Chanhassen shall _ j1 e t I � . , not f republished to show c 11k"I'.°!A"h the aforesaid zoning, but the /`Y Clerk shall appropriately mark Laurie A. Hartmann the zoning map on file in the Clerk's Office for the purpose of indicating the rezoning hereinabove provided for in Subscribed and sworn before me on this ordinance, and all of the notations, references, and other information shown thereon are hereby incorporated by reference this jLday of 2015 and made a part of this ordinance. Section 3. This ordinance shall be effective immediately upon its passage andublication. `ti: J YM Y E J Ek.NN7TE BARK PASSED AND ADOPTED this i -, , YO"k^y PL2;1CM'NYESOTq 22nd day of September, 2014, by Is the City Council of the City of '*Y xw!1SSGfi r'YY.RES C;I%?!?8 Chanhassen, Minnesota Todd Gerhardt, City Manager Thomas A. Furlong, Mayor (Published in the Chanhassen Villager on Thursday, January 1, 2015: No. 4066) RATE INFORMATION Lowest classified rate paid by commercial users for comparable space.... $31.20 per column inch Maximum rate allowed by law for the above matter ................................. $31.20 per column inch Rate actually charged for the above matter .............................................. $12.59 Per column inch SCANNEr DRAWING NAME BASE-BENTZ DRAWN BY NRH CHECKED BY RSM DATE NO. I BY I DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION, USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OE THE STATE OF MINNESOTA. NATHAN R. HERMAN, P.E. Date: 00 IL-/ Lic. No. L(-77/8Z/L-/ Lic. No. �i i I 1 1 I I I I I I 1 1, 1 , 1 I / , / 1 , ___ _1------------------ Wo - W �. o �- 0 OO \� 0 000 o o��. �0 0 00 \ 0 0 0 �. o 0 00 0 0 0 0 0 0 0 0 0 0 0�. 0 0 0 0 �\ o © ® o O 0 0 0 0 0 EP 0 00 0 0 00 00 a 30' 30' a,y%\\\ A5 4 Above Edge of Gutter 5\oQ kslg�gj .. ew 1.5 : 1 tDrctintile STA=2fN66.17 ..�, & Mulch or Sod. Draintile Tack Coat - 2357 O Concrete Curb A7 LE\(`-988.43g� t O Granular Borrow (*See Note 7) NOTES 1. Minimum Right -of -Way Required - 60'. al L9 3. Minimum street grade 0.75%. 603\'p, ST.A=O+.pSI.f>�b \ 6. The bituminous wearing surface shall be placed the next construction season following placement of the bituminous base. 7. A test roll of the prepared subgrade shall be performed by the owner in the presence of a city inspector. The city has the authority to require o Ev�T� vv details. r1lmp 1,111 OF TYPICAL \,O „ .w A4 1 \ E REwSED:1-10 1ENGINEERING DEPARTMENT PLATE NO 5200 0 0 3 N-\ O O O 1 9 0 0 v8 .f 0 I .. 1 I 0o 0 O / o © I 00 I 00 0 0 00 0 ' o O' 1 o 0 O O 0 O ! © O / p -,'2pXCPEW 01 1 25' 130' 1 V 130-1 25-1 I __-_____ ------- '' -------I F4 i i i _ i i i F5 i % ; "� II -----� --i ;_ = - F9 1 F10 F3 \\ FIS F8 \ It k VIA F2 \ SIIG AO ! V o. , y F7 % GO'/ ' -------- F12 Pond #1 N � WL -956.0 + w HWL-958.5 L W O / 4 v w w •l w ✓ w w w J' ! w1 ;o] F1 `_ . \ NXN\\ _ ;'moi%/ / , -- �4 a 30' 30' a,y%\\\ A5 4 Above Edge of Gutter 5\oQ kslg�gj .. ew 1.5 : 1 tDrctintile STA=2fN66.17 ..�, & Mulch or Sod. Draintile Tack Coat - 2357 \ %O\ �_ • Concrete Curb A7 LE\(`-988.43g� t 24" MNDOT 3149.2B Select Granular Borrow (*See Note 7) NOTES 1. Minimum Right -of -Way Required - 60'. al L9 3. Minimum street grade 0.75%. 603\'p, ST.A=O+.pSI.f>�b \ 6. The bituminous wearing surface shall be placed the next construction season following placement of the bituminous base. 7. A test roll of the prepared subgrade shall be performed by the owner in the presence of a city inspector. The city has the authority to require additional subgrade correction based on the test roll. Ev�T� vv details. r1lmp 1,111 OF TYPICAL \,O „ .w A4 1 \ E REwSED:1-10 1ENGINEERING DEPARTMENT PLATE NO 5200 FILE NAME: G:\ENG\SPECS\5200 3 N-\ 1 9 v8 .f 1A I .. . j I.. 8 y tt ,' �, O ,.17 I 1 I Iv 1 P'.,511 / 1 _ 1 \ I /\ 7 I1 Ob 6 a mp a� 6 033 5 m a fRD01 S�TA 244 5 R_02 'n 982 \ m \ O STA�0+00 ® O I 4 / 161 Pond #2 NWL-958.0 HWL-959.2 2• /'I q V ro 63 -0 0/ \ S 3 j n / 0 ry � 1 I I � I , / 1 / I I / I I / I I j 2$ 1 I I 7 I IIJH / �9E5.14� 1 ' i I I 1 I I , I I I I1 I I I I I I , 1 I. I x Oar I_ +V-94[.rB V_92, ® ri I - I EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE j / ; 80 40 0 40 80 160 ,SEX. / � i , , CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY — ----- _ Ex.,, �� ( -- SCALE IN FEET AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY 1 wv-'et ze �4 \ AND ALL EXISTING UTILITIES. DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO. FILE NO. BASE-BENTZ -------------------------------------------- INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I 1�ERs s�R` FINAL STREET PLAN DRAWN BY SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE C� Fi �+ _ 37865-001 NRH SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS O THE STATE O MINNESOTA. w SATHRE-BERGQUIST, INC. --- ---- ----- -------------------------INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. CHANHASSEN VISTAS AT BENTZ FARMS 2 CHECKED BY --------------------------------------------- SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE m 150 SOUTH BROADWAY WAYZATA,MN.55391 (952)476&000 RSM USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING % �� MINNESOTA HOMESTEAD PARTNERS --- ---- ----- ---------------- DATE _________ FROM ILLEGITMATE USE. NATHAN R. HERMAN, P.E. cti �`' 05/16/14 :4 --- ---- ----- ------------------- Date: O Lic. No. L(7y8"L- ERs P%P 11 U) 2 LLN Z LU coF— Q U) Cn 0 O r` M PL CL PL 30' 30' 15.5' to Back 15.5' to Back Wear Course to be 1/2" e Above Edge of Gutter 5\oQ 1 e 3.0% 2.0% 14oP 1.5 : 1 tDrctintile 1' 4' Topsoil, Seed 1 1/2"-MNDOT 2350 LVWE35030B & Mulch or Sod. Draintile Tack Coat - 2357 Surmountable 2"-MNDOT 2350 LVNW35030B Concrete Curb 12" -Class 5 Aggregate Base, 100% Crushed 24" MNDOT 3149.2B Select Granular Borrow (*See Note 7) NOTES 1. Minimum Right -of -Way Required - 60'. 2. Maximum street grade 7.07. 3. Minimum street grade 0.75%. 4. 4.0" Topsoil placed in disturbed areas. 5. 2 Rolls sod behind curb. 6. The bituminous wearing surface shall be placed the next construction season following placement of the bituminous base. 7. A test roll of the prepared subgrade shall be performed by the owner in the presence of a city inspector. The city has the authority to require additional subgrade correction based on the test roll. 8. Draintile shall be placed along both sides of roadway. See plate 5232 for details. r1lmp 1,111 OF TYPICAL aMSEN RESIDENTIAL ESIDENTIALnMpEN STREET SECTION REwSED:1-10 1ENGINEERING DEPARTMENT PLATE NO 5200 FILE NAME: G:\ENG\SPECS\5200 Oar I_ +V-94[.rB V_92, ® ri I - I EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE j / ; 80 40 0 40 80 160 ,SEX. / � i , , CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY — ----- _ Ex.,, �� ( -- SCALE IN FEET AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY 1 wv-'et ze �4 \ AND ALL EXISTING UTILITIES. DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO. FILE NO. BASE-BENTZ -------------------------------------------- INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I 1�ERs s�R` FINAL STREET PLAN DRAWN BY SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE C� Fi �+ _ 37865-001 NRH SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS O THE STATE O MINNESOTA. w SATHRE-BERGQUIST, INC. --- ---- ----- -------------------------INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. CHANHASSEN VISTAS AT BENTZ FARMS 2 CHECKED BY --------------------------------------------- SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE m 150 SOUTH BROADWAY WAYZATA,MN.55391 (952)476&000 RSM USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING % �� MINNESOTA HOMESTEAD PARTNERS --- ---- ----- ---------------- DATE _________ FROM ILLEGITMATE USE. NATHAN R. HERMAN, P.E. cti �`' 05/16/14 :4 --- ---- ----- ------------------- Date: O Lic. No. L(7y8"L- ERs P%P 11 U) 2 LLN Z LU coF— Q U) Cn 0 O r` M FAWN HILL ROAD I 1020 z\- A8 i + o ,zp/ 3 '/ '/+ + / O m N N ac \ GL \ A5 F-__ a a vi ui ' \`.FA -51 O 25• 1010 >> 1010 2 a •o `�� Ro-D7 �LVC:115.86' a a 'W STA=20+§8 ,7 \_ p x`96°' A7 ELEV=968.43 �� .0 V Q R0.G3 \ \� HIGH PT STA: 25+94.93 / s% ` �/ srn=06+ao.ngc `� T gW \ iHIGH PT ELEV: 987.70 LEV=9684 m_, 8 ° LVC:215.08' c I PVI STA:25+37.00cp o T m 1000 a9,?fli o, GR \ I O 1000 LOW PT STA: 18+57.54 0 o PVI ELEV:986.00 \ Bc ° \\�` w m LOW PT ELEV: 973.17 K:30.00 �+ m p\ A6i / I v m PVI STA:17+50.00 ° m v I+ + m + m N> A4 /®+ m .. PVI ELEV:975.90 LVC: 139.72' N w j w 10 K:28.84 �� m + m LOW PT ELEV: 972LOW PT STA: 597 W m .14 m T �m� �� ^ n '��' I� _ 990 ;� n LVC:196.2T m v .930/ 990 \ d 9 of G4 \ � mN m \. LOW PT STA: 20+93.41 ' m PVI S LEV:9 75.00 N w l� ° ' y o w PVI ELEV:975.00 v /�\ $a p W 00 GR 1 / 3` > LOW PT ELEV: 968.33 o n ti > _ z2% w + m K:36.00 o w Al 9 \ s PVI STA:21+00.00 m " w w o \ 8 6 a ' oro PVI ELEV:967.00 m m v > 3• e,t �r o '' O pl� 980 a U K:36.00 N U m m 980 FINISHED GROUND v m w 1t9C 1 L� O m 1 a I I' m w V• O '� GL GR 8 I 4.8% 1% 8.0% f -III 970 EXISITNG GROUND 970 _ �y + V - \ ' / i 00 I _ 25 + lIl 960 960 p 11 • j s ��e��p It Cy + I - J GR 950 (may) o 950 3.6% \ O e6 x V - -/ a + 989.1 / a� 0� GL 5 940 940 O mO N OD Vn fD O LD O O OD ,__ N w In Dm OD OD n OD O `t w O 67 m D W) w M LOO 0) V: oID -It O V 6; m O mv. V OD N Mn ° 6D co �O V O DJ - fOOO1 CN 9 V co cc, r V` rl_^ �D D n n N n Go °J m OD 00m mr p�((0n C.)GL m m m m m [J n n �G O ao CD armp m m p, m w m mw w 6: m w ° m m w m m ww ww w w w w w w ww w STA=488.57 q'"° pp ELEV=982'851. 4i9t➢ �W R0.02_ x„x _ 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 W. p d ° \ ELExxxx V=982.69 (g. ;X \ \ f� f I / WINDSOR C(/u O w / m 1010 c m 1010 301 U) ui / Cp GR // / m 1. OC m q /%< LVC:95.16' 0 1000 HIGH PT STA: 0+52.42 0 1000 HIGH PT ELEV: 981.64 + rn 3* 1 1 9 6 4 Q PVI STA:1+00.00 PVI ELEV 980.69 w K:30.00 m a �a / o m LVC:96.19' / `D + / N U m 990 cc�'�,� / 990 m m FINISHED GROUND U U LOW PT STA: 3+08.10 GR j W o o LOW PT ELEV: 971.21 6.0% 6/// ' ° PVI STA:2+60.00 0 2.00% GRIOUND SrTNG N °^ PVI ELEV:972.41 n + y v K:36.00 0+ m / 1 ®l i \! �- 980_ _m_ m U > 980 l 30- �p Z / 5.17/ w w l li gsSR \�� tsF Q / .0 B3 5 / ..o% S i 970 970 QD 3 / ` J L GL / �\ 0rp Fe73 _ i \ 960 960 9pT38 z ®iYO R 1 T \ i 3 i 50 25 0 25 50 100 950 950 ❑ ❑ ❑ ❑ d EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE SCALE IN FEET N m o m o � M M Io . °'° ° � v N ry 1 � CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING m co m w m m CO w m m w m m w m m Q) m c D, UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WASCITY PROJECT NO. BASE-BENTZ _ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I 4� Ls Sj,gl _ FILE NO. FINAL STREET PLAN SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE Fi- 37865-001 DRAWN NR BY - --- ---- -- - SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS O THE STATE O MINNESOTA. m0 SATHRE-BERGQUIST, INC. CHECKED BY - INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. o 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 CHAN HASSEN VISTAS AT BENTZ FARMS 3 SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE m h RSMUSER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING RS PSP `� MINNESOTA HOMESTEAD PARTNERS, LLC. --- ---- ---- DATE _ FROM ILLEGITMATE USE. NATHAN R. HERMAN, P.E. �(7�8Z G4, 11 --- ---- - 05/16/14:4 Date: O Lic. No. I / / / 1 / 1 / I / I / I i � / 1 / I W W W W W W L L W y W W Y LL' y y !i / 11 1 I 1 1 1 I 1 11 I I 25' I I I I F4 F3 F2 Pond #1 NWL-956.0 HVL- 958.5 F1 30'1 25' I I 1 1 f 1 F5 F6 m F7 F9 F10 by F11 I 1 -- / L- 00 F12 6 $1 a p o- °" 5 lA1 / „ 0 3s Nv l �A / O / % ago/' .o. Pond #2 y W W p/ !/ 0 QQ , / I W y, © , NWL-95 �i HWL-959.9.2 � .io'•/ Q p 2 # /i / O y o. w -✓ w Or © ../ / � IE �y Q. vv S r T� L I I 29 1 1 1 O 1 1 1 1 1 I 1 1 I 1 I 1 1 1 I 1 1 1 1 ---- T I 26 THry X9&.'.4 I I I I I I 1 I I I I I I I ; I I I f I I 1 j I , I J 1. ALL DIP FOR SANITARY SEWER LINES SHALL BE POLY -WRAPPED AND ALL BOLTS USED SHALL BE STAINLESS STEEL. 2. REFER TO DETAIL SHEETS TO SEE STRUCTURE DETAILS. 3. ALL HYDRANT BENCHMARKS ARE TOP NUT OF HYDRANT. 4. WYE LOCATIONS TO BE SUPPLIED & VERIFIED BY CONTRACTORS. WYE STATIONING IS CALCULATED FROM THE DOWN STREAM MANHOLES. 5. ALL TIES AND DISTANCES ARE TO THE CENTER OF SURFACE STRUCTURES. 6. ALL HYDRANTS AND HYDRANT GATE VALVES ARE RETAINED AND TIED BACK TO THE WATERMAIN TEE BY MEANS OF APPROVED MEGALUGS UNLESS OTHERWISE NOTED. 7. ALL SEWER SERVICES ARE LOCATED 3 FEET DOWNSTREAM OF WATER SERVICES IF SEWER AND WATER ARE IN THE SAME TRENCH. 8. ALL SEWER AND WATER SERVICES ARE EXTENDED 10 FEET BEYOND THE PROPERTY LINE UNLESS OTHERWISE NOTED. 9. ALL VALVES ON THE WATERMAIN FOR THIS PROJECT SHALL BE GATE VALVES. NO BUTTERFLY VALVES SHALL BE USED ON THE WATERMAIN FOR THIS PROJECT. 10. THE CITY OF CHANHASSEN CURRENT "ENGINEERING GUIDELINES" AND "SPECIFICATIONS" SHALL GOVERN. 11. INSTALL HYDRANTS 5' BEHIND CURB (TYPICAL). POLY WRAP ALL HYDRANT BARRELS BAG ALL HYDRANTS UNTIL THEY ARE TESTED AND PUT IN SERVICE. 12. ALL 4"-12" WATERMAIN SHALL BE PVC C900 (DR25). ALL 16" WATERMAIN SHALL BE PVC C905 (DR18). 13. MECHANICAL BALLS SHALL BE INSTALLED IN SANITARY SEWER AT CONNECTION POINTSFOLLOWING INSTALLATION OF PIPE TO PROTECT EXISTING LINES FROM DEBRIS, & SEDIMENT INFILTRATION. BALLS SHALL REMAIN UNTIL LINES ARE TELEVISED & ACCEPTED BY THE CITY. 14. THE CONTRACTOR SHALL CONTACT THE SEWER & WATER DIVISION AT LEAST 48 HOURS PRIOR TO ANY PUBLIC SEWERANATERMAIN CONNECTION. /! O O O i// i/ / p �l I Y ; Q 3anti to Sal q� /AZA _ �FEKK'�94GC 1I /'/• { ' . •`�Q OO OVERY PRIIryEX.MH TC -95338 ® SETaACK \5 INV -94290 BLOFF CRE OOVE DIST. '` 1 TCg6Mo 31 \'� ® I INV -94228 l I fil ORI EXISTING EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE 80 40 0 40 80 160 ifCONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING j� --_�El El El Eld UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY '_ -------------__ E M j _ SCALE IN FEET OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY 1 1 — Tc AN ALL DAMAGES ARISING O /INV -9)128 �?6� I \ AND ALL EXISTING UTILITIES. DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO. FILE NO. BASE-BENTZ _ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I 4�ERS SuR` - FINAL SANITARY SEWER AND WATERMAIN PLAN --SATHREBERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE 37865-001 DRAWN BY - --- ---- -- - - - NRIH SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS O THE STATE O MINNESOTA. Fi P SATHRE-BERGQUIST, INC. CHECKED BY - - - _ INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. o 150 SOUTH BROADWAY WAYZATA,MN.55391 (952)476-6000 CHANHASSEN VISTAS AT BENTZ FARMS 4 -------------------- SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE m T7 MINNESOTA RSM USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING N O HOMESTEAD PARTNERS, LLC. DATE ________ FROM ILLEGITMATE USE. NATHAN R. HERMAN, P.E. �1798Z 0hF P0`� , -- -------------------------------- ------ --- ---- RS PL 05/16/14 Date: O Lic. No. \ �m \ 3 �A6. Igl L IIIg�O yb 1 �1,trb I 1 ow) iy �O -_, 9891d 1 T� L I I 29 1 1 1 O 1 1 1 1 1 I 1 1 I 1 I 1 1 1 I 1 1 1 1 ---- T I 26 THry X9&.'.4 I I I I I I 1 I I I I I I I ; I I I f I I 1 j I , I J 1. ALL DIP FOR SANITARY SEWER LINES SHALL BE POLY -WRAPPED AND ALL BOLTS USED SHALL BE STAINLESS STEEL. 2. REFER TO DETAIL SHEETS TO SEE STRUCTURE DETAILS. 3. ALL HYDRANT BENCHMARKS ARE TOP NUT OF HYDRANT. 4. WYE LOCATIONS TO BE SUPPLIED & VERIFIED BY CONTRACTORS. WYE STATIONING IS CALCULATED FROM THE DOWN STREAM MANHOLES. 5. ALL TIES AND DISTANCES ARE TO THE CENTER OF SURFACE STRUCTURES. 6. ALL HYDRANTS AND HYDRANT GATE VALVES ARE RETAINED AND TIED BACK TO THE WATERMAIN TEE BY MEANS OF APPROVED MEGALUGS UNLESS OTHERWISE NOTED. 7. ALL SEWER SERVICES ARE LOCATED 3 FEET DOWNSTREAM OF WATER SERVICES IF SEWER AND WATER ARE IN THE SAME TRENCH. 8. ALL SEWER AND WATER SERVICES ARE EXTENDED 10 FEET BEYOND THE PROPERTY LINE UNLESS OTHERWISE NOTED. 9. ALL VALVES ON THE WATERMAIN FOR THIS PROJECT SHALL BE GATE VALVES. NO BUTTERFLY VALVES SHALL BE USED ON THE WATERMAIN FOR THIS PROJECT. 10. THE CITY OF CHANHASSEN CURRENT "ENGINEERING GUIDELINES" AND "SPECIFICATIONS" SHALL GOVERN. 11. INSTALL HYDRANTS 5' BEHIND CURB (TYPICAL). POLY WRAP ALL HYDRANT BARRELS BAG ALL HYDRANTS UNTIL THEY ARE TESTED AND PUT IN SERVICE. 12. ALL 4"-12" WATERMAIN SHALL BE PVC C900 (DR25). ALL 16" WATERMAIN SHALL BE PVC C905 (DR18). 13. MECHANICAL BALLS SHALL BE INSTALLED IN SANITARY SEWER AT CONNECTION POINTSFOLLOWING INSTALLATION OF PIPE TO PROTECT EXISTING LINES FROM DEBRIS, & SEDIMENT INFILTRATION. BALLS SHALL REMAIN UNTIL LINES ARE TELEVISED & ACCEPTED BY THE CITY. 14. THE CONTRACTOR SHALL CONTACT THE SEWER & WATER DIVISION AT LEAST 48 HOURS PRIOR TO ANY PUBLIC SEWERANATERMAIN CONNECTION. /! O O O i// i/ / p �l I Y ; Q 3anti to Sal q� /AZA _ �FEKK'�94GC 1I /'/• { ' . •`�Q OO OVERY PRIIryEX.MH TC -95338 ® SETaACK \5 INV -94290 BLOFF CRE OOVE DIST. '` 1 TCg6Mo 31 \'� ® I INV -94228 l I fil ORI EXISTING EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE 80 40 0 40 80 160 ifCONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING j� --_�El El El Eld UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY '_ -------------__ E M j _ SCALE IN FEET OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY 1 1 — Tc AN ALL DAMAGES ARISING O /INV -9)128 �?6� I \ AND ALL EXISTING UTILITIES. DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO. FILE NO. BASE-BENTZ _ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I 4�ERS SuR` - FINAL SANITARY SEWER AND WATERMAIN PLAN --SATHREBERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE 37865-001 DRAWN BY - --- ---- -- - - - NRIH SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS O THE STATE O MINNESOTA. Fi P SATHRE-BERGQUIST, INC. CHECKED BY - - - _ INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. o 150 SOUTH BROADWAY WAYZATA,MN.55391 (952)476-6000 CHANHASSEN VISTAS AT BENTZ FARMS 4 -------------------- SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE m T7 MINNESOTA RSM USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING N O HOMESTEAD PARTNERS, LLC. DATE ________ FROM ILLEGITMATE USE. NATHAN R. HERMAN, P.E. �1798Z 0hF P0`� , -- -------------------------------- ------ --- ---- RS PL 05/16/14 Date: O Lic. No. �_- `-----i_ O O C� O + - + \ ` *z v1_ 0;t * + 1 + _ - -- _ N A6 77b419fy/NIb. O40--�_PT 000 I rLL Qi gb .�\' //-_ ` ;' ��.\ �l mil _,� � \l � - l / � • �S�,foo^ Sir T_ say. �0 06 s o ��\ ' bpi l 6 o+27 964"6 .. fF 976'8'RISEP'Gf: 914-0V- \\___ --- \>��'�(\.: + S&W 5 /' 1*31 ,rp"Ov. �> 38, Z 3 \\��\\� \ ,>' O"y90•(Y[9Q1151' - >' / 0.30 9686 96/3 \\\VA \\ a tih 9 Off' 0m A4 V Im 1 1- uy i G' 98^313 3R/SEn 9W0 8 63 I ^Ny�7\� \\OJ\\\ `� `�' 1 1 > O �' s&R9 „�O BFg>?6 ` 11 / V 2 Goo'�,o0 \ \ ^ \ 6 970- gf ./ �. \ 09 lb ;>� \ \ i \ \ �� GF 978.5 3 R\` / (9>, 9 . , \ / /� t� rn O m' N. X \� \\ A7 ' / 7 1_ s 78.8 1 / V m "",! ro ' (i � �N oe/ /c T-9 O /97391 � + + > r NN q\N a i \ \�� ; A3 __-- ------ Gpg15.5 g6�.. BF 970. /./ @X. / GF 973.5 TF 975.8 smN g RISEP GF975 EX. \\ 73.8 9Mf00+44 + TF9>6 kv / / �\ "Lu vs'. 5 \�'f'c' •,11p (�`WO BF 9�•5 RSER _ . g4� ® 6; 3 - �T - V \\ i� A8 A A2 ��CiF910 5.1 t� � BF O X28 �.� � >• � � '� + \\ c\ \ i' 9 OF 96 968.6 R/S 6 Gp �. 0: i \ 19. 973. / 6 968?� - \ 0> \\ 61, (9659�� 9�Iw .38 �6W 0' O � \ o / 6 _ O 9 `I' a w / A gl iir 10 i 10 / n i G g'1 O / iY i i � �. ' Oj �L6 50 25 0 25 50 100 � `\ �' �' � i7� ,' 9F / � \� < Al✓ , + SCALE IN FEET '� � ,/ i' ' ti5 0 ab � � � 7� i i � / 91, .095 gEI I WIND SOR C 0 URTi x i GF 9 ,^� u 990 990 990 990 MH4 STA: 0+15.7 RIM: 982.6 / BLD: 28.1 / EXISITNG GROUND `980 T-975.2 BO -979.8 980 8"X8" TEE FINISHED GROUND 980 FINISHED GROUND 980 HYDRANT 6" VALVE MH 3 STA: 3+32.7 C9pp PVC WM 8'x6" TEE RIM: 971.4 -974.6 BLD: 18.4 FAWN HILL ROAD 970 8 GV 970 EXISITNG GROUND T-963.6 970 � 978. 22.5" BEND T-963.6 PVC W4, 22.5° BEND 998. - 990 N T-959.8 T-959.0 STA:24+g8.g Bo -9660 _ 960 960 8" GV 45" BEND MH 5 RIM:982.6 � X Ir 960 C90op 960 BLD: 28.1 N y VC STA:24+22.9 HYDRANT CONNECT 8" PVC SDR 26 TO EXISTING RIM:978.2 6" VALVE ti MH 6 BLD: 23.4 / T-977.8 y @0.43°x° 980 MH 7 STA:23+50.0 T-975.5 8"A,6" TEE 980 350.1 L.F. MH 10 RIM:974.5 11.25" BEND CONNECT TO 4 MH 9 EXISITNG GROUND STA:22+79.9 950 - 950 STA:19+79.1 MHB ExIsnNG -0+50 0+00 1+00 2+00 3+00 3+50 950 STA:20+66.3 BLD: 19.4 950 ' RIM:970.0 RIM:968.3 FINISHED GROUND STA:21+79: BLD: BLD: 12.0 RIM:969 3 BLD: 16.7 BO 973.1 -970.0 T-978.1 -1+00 0+00 1+00 2+00 BLD: _ _ 91 �. 1 _ / / 22.5" BEND � g''XB�TEE 8"X8" TEE BO -969.6 HYDRANT T-966.2 Q`Ic 970 1YC?.ANT BO -968.6 6" VALVE 22.5' BEND C' 970 6" VAL T- 964.6 MH 1:5 s8o STA:20+73.4 980 98 MH 3 SANITARY T- 961.3 - - y�;' TEE HYDRANT -- - - - 8"x6" RED. T-961.1 T-9so.z ;6"v.ALVE w RIM 976.6 TA:24+82.0 FINISHED GROUND MH2 15"STO INV952RM%ING 22.5* BEND T-960.5 � ; T-960.2 INv:aers O C900 PV � w MH 9 EXISITNG GROUND BLD: 1 RIM:971.4 WM 8" GV 8 XB TE INV gaze ; 8"x6" TEE w Ir STA:20+66.3 C - g. w w RIM:968.3 960 - R„CSpR y N .960 FINISHED GROUND / BLD: 18.4 STRAIut25�+810.3 BLD: 12.0 BLD: 15.5 8" PVC SDR 35 T-960.1 O1 9] -- 8" PVC SDR 35 /` _ _- 20.0' @2 59,E 872' ° 1 " 8" PVC SDR 35 8" C SDR 26 PVC SDR 26 8 PVC SDR 26 970 970 - MH EX. @tss/° LID, 11z.e' oaa°r - STMH EX.. 91 @ ' - 99.4' @0.40°k 69.6 L.F. @0.43% 72.2 L.F. @0.42% 65In L6 L6 00.5 L.F. @0.46% \ Z ; 0) m m INv59 .5M%ING T-960.3 _ _ _. RIM -960.2 EXISITNG GROUND 950 z Z z z j j 950 T-960.TEEQ 8" PLUG C SDR 35 \ BLD: 18.9 Z Z e" w 960 ,741, P192 ° 0 960 945 945 g^ PVC SDR > m 18+50 19+00 20+00 21+00 22+00 23+00 24+00 25+00 25+99 1 75g•�.92% 8" PVC SDR 26 M 1 8" PVC SDR 26 u1 O 111.4 L.F. @0.45% Ln 253.6 L.F. @0.43% m Mo N 950 ? 950 9 > 0) Z z EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING 945 945 5 UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY -0+50 0+00 1+00 2+00 2+75 z AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY 94 AND ALL EXISTING UTILITIES. 3+75 3100 2100 1 +00 0100 DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO. FILE NO. BASE-BENTZ ----------- ----- INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I 2�ERS SRL - FINAL SANITARY SEWER AND WATERMAIN PLAN --- DRAWN By SATHRE-BERGQUIST, INC -'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE � < 37865-001 ---------------------------------------------SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS O THE STATE O MINNESOTA. w A SATHRE-B E RGQ U I ST INC. NRHINDEMNIFY SATHRE-BERGOUIST, INC. OF ALL RESPONSIBILITY, '+ m 150 SOUTH BROADWAY WAYZATA,MN.55391 (952)476Fi000 CHANHASSEN VISTAS AT BENTZ FARMS cj --------------------------------------------- CHECKED BY - SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE m � RSM --- ---- --- -------------___--_-_-_-_-_-- USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING ��BZ S P� �� MINNESOTA HOMESTEAD PARTNERS, ��C. 11 DATE FROM ILLEGITMATE USE. NATHAN R. HERMAN, P.E. c FR P`'2 05/16/14 Date: O Lic. No. J_ "I Z W caQ Q H O 0 N1 CD W ch ----------- t---------- r --- 7_. I 1 zs 130• I I I I I 1 I F4 1 II 1 ------------ I I I I I I I I I I I 1 I I I F3 F2 5 F1 3U1 25-1 1 I F5 F6 -------------T---------------------------------------------- 'n 1 H /N I ---- ------------------------- � ' I 1 = n' Fg F10 X\, 1 F8 F12 Structure 0 v > Pond #1 'o A4 INV CASTING NW L-956.0 A2 CBMH I +' HWL- 958.5 958.00 1 9 �9. �0 i W W STMH \8 968.700 1 0 • 1 954.00 I sillIQ , 8 I 7 II 5.90 962.60 It A5 I < I 48" 967.500 (D� 963.20 7 1�1 � Obbl'1:w A6 " I1 6 967.500 o 963.50 00 Y j 6 liil m�3N 1 ➢ r -Om / N r I I � Y 1' J•V W W / 2'x 3' I 4.00 963.50 / . B2 CBMH 48" 971.000 9.00 962.00 R-2535 4' SUMP B3 CB 2T' 970.900 4.00 1 j R-2535 w� 'aO L -------------T---------------------------------------------- 'n 1 H /N I ---- ------------------------- � ' I 1 = n' Fg F10 X\, 1 F8 F12 4 A5 C9� � W W W W J, /I Ii W WL W .Y ., v 'L `I' \• �N 5 o. t � '<i /i 3s / �0 // / i /.�'/t m / -,i O O i Pond #2 O v, W O 0 O 0 �� . NWL_958.0 WP.�E� / HWL-959.2 />•. "l// u- 0 ij � ii 2• � I Om- O q/ \\ / ' w O O O ® QD ' G / O O / TC -953.78 �,�Er IS'PVC -. ® T �SE EXAH INV -942.90 ® Q` O69 O BL41Fp T i /j i/ j/ 0000 O O8 © / / GE) p' -` \, I ® , A 1 \ \:EX.' i \ Structure 0 v > cs C\� O 10 b'3 'o A4 INV CASTING NOTES A2 CBMH I \� v, 3 958.00 1 9 �9. �0 - STMH \8 968.700 1 ' 4 1 11 1 • 1 954.00 I sillIQ , 8 I 7 II 5.90 962.60 It A5 I < I 48" 967.500 4.30 963.20 7 1�1 � Obbl'1:w A6 / / I1 6 967.500 o 963.50 \ 4 6 liil m�3N CBMH ➢ r -Om 5 N r IJl � 4 A5 C9� � W W W W J, /I Ii W WL W .Y ., v 'L `I' \• �N 5 o. t � '<i /i 3s / �0 // / i /.�'/t m / -,i O O i Pond #2 O v, W O 0 O 0 �� . NWL_958.0 WP.�E� / HWL-959.2 />•. "l// u- 0 ij � ii 2• � I Om- O q/ \\ / ' w O O O ® QD ' G / O O / TC -953.78 �,�Er IS'PVC -. ® T �SE EXAH INV -942.90 ® Q` O69 O BL41Fp T i /j i/ j/ 0000 O O8 © / / GE) p' -` \, I ® , A 1 \ \:EX.' i \ 1 I \ I I I IIQ I I 960.24 INV -6 28 �'�B-p , I RAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS BASE-BENTZ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I DRAWN BY SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE NRH SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS O THE STATE Of MINNESOTA. ----------------------- --- ---- ----- -------------------------- INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. CHECKED BY --------------------- SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE RSM USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING DATE FROM ILLEGITMATE USE. NATHAN R. HERMAN, P.E. 05/16/14 --------------- ---------------------------- Date: O Lic. No. Li778_�- STRUCTURE TABLE Structure 0 v > DIAMETER 'o BUILD INV CASTING NOTES A2 CBMH I 1 I \ I I I IIQ I I 960.24 INV -6 28 �'�B-p , I RAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS BASE-BENTZ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I DRAWN BY SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE NRH SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS O THE STATE Of MINNESOTA. ----------------------- --- ---- ----- -------------------------- INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. CHECKED BY --------------------- SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE RSM USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING DATE FROM ILLEGITMATE USE. NATHAN R. HERMAN, P.E. 05/16/14 --------------- ---------------------------- Date: O Lic. No. Li778_�- STRUCTURE TABLE Structure TYPE DIAMETER TC BUILD INV CASTING NOTES A2 CBMH 48" 967.700 9.70 958.00 R-3067 4' SUMP A3 STMH 48" 968.700 6.40 962.30 R -1642-B 1 954.00 A4 CBMH 48" 968.500 5.90 962.60 R-3067 A5 CBMH 48" 967.500 4.30 963.20 1 R-4342 _ 3 1 A6 CB 27" 967.500 4.00 963.50 R-4342 A7 CBMH 48" 967.500 4.40 963.10 R-3067 A8 CB 2'x 3' 967.500 4.00 963.50 R-3067 B2 CBMH 48" 971.000 9.00 962.00 R-2535 4' SUMP B3 CB 2T' 970.900 4.00 966.90 j R-2535 OUTLET STRUCTURE TABLE Structure Name TYPE INV DETAIL OS -1 OS 953.00 SEE STRUCTURE DETAIL 956.00 6.0 955.00 FES OS -2 OS 956.00 SEE STRUCTURE DETAIL FES 24 958.00 8.0 FES TABLE Structure Name TYPE SIZE INV C.Y. RIP RAP Al FES 18 956.00 6.0 B1 FES 18 958.00 6.0 C1 FES 24 954.00 8.0 D1 FES 18 1 954.00 6.0 TYPICAL FILTRATION BENCH DETAIL I 25 I I I 1 I I I c l 20 ` I I I C I EI 10' it 5' 5' --------------- 25 --------- U I C w U C = I I I I I I c O d I 1 I c 0 O I I I I I I I --- ------ m _____ ------- 4';Concrete 1 20 Opttet Struc ure E O O _ 3 1 Weir Wall o Elev It NWL) I -------'--------'-------- ' 10 INWL 10 1L -------- L______1__ ______I_ ------- i___ ____jI_ I I I I I I � 5\� Impermeable �v �%1 Soil , Line Filiiration Shelf With y I i I I I Rmpervious Qeotextilelfabric I 0+00 0+10 0+20 80 40 0 40 80 160 ❑ ❑ ❑ ❑ n SCALE IN FEET I I I I I I I I " P l Draintile kno sock) (1' Above Ilkilter Media base) 10 _ ____ 6 1 erforate I I (B�dded in 12I' Clean Rdck, 2" topland bottoin, 8" each side) -1-Sand Fuer Media (2' Thick): --- ---IL- 5 I �L 100% MhDOT Sp6c 3149. 2J (Fine Filter Sand Aggregate): 0 0+30 0+40 0+50 0+60 0+ I I I I I I 70 CITY PROJECT NO. SATHRE-BERGQUIST, INC. m # y 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952)476-6000 CHANHASSEN MINNESOTA Nc�FRS P�P�� POND 1 - FILTRATION SHELF ELEVATIONS 958 -.._..-- - ---- 958 --------- - 956 954___ _. .. ------ 954 EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. FILE NO. FINAL STORM SEWER PLAN 37865-001 VISTAS AT BENTZ FARMS g HOMESTEAD PARTNERS, LLC. 11 125 Fl i \ GL Is GIR 2\ / � s•\ \ AS 1 7.6%?J �tpV. 1 _ +1 I•m 9.8% \ 1 1 \\ \ GR Sl,O A2 \ 1 \\ \ rr A6 ^�n'• II Pond #1 ° A4 \ NWL-956.0 10 \ 3 1110 O \ ur, HWL- 958.5 (p, LL Al GIR 01 ��0 Al 9 $ 6 w 1 II / �xx �/" 1 , 0 1 20 ^ ! ®I ' C �`'� %-✓- // �$ ww 1 Iia a - p N GIL1' GR I (T'm 1 1 N _ 1+ K 7 I I + ( I •:1 970 •.1 950 945 LLD7 STMH A B A4 TC: 968.7 TC: 968.5 BLD: 6.4' BLD: 5.9' FINISHED GROUND A'4 " FES 1 6'APRON _ 6 CY CL.3 INSTALL PRESERVER 126'-518"RICP NEYCC�.1: 70'-18"RCP CL.5 @ 0.43% 151'-18"RCP CL.5 @ 3.98% o o � o CD 0) �i �i 0) a > gzzz (j)aoZnbo CB A5 CB A TC: 967.5 TC: 967.5 BLD: 4.3 BLD: 4.9 EXISITNG GROUND 161'-15'RCP CL.5 @ 0.37% -0+50 0+00 1+00 2+00 3+00 4+00 •:1 97C BM q2 H A7 A8 TC: 967.5 TC: 967.5 TC: 967.7 BLD:: 4.4' BLD: 4.0' BLD: 9.7' GROUND - \ EXISITNG GROUND •:1 970 " / 960 51'-15"RCP '-12"RC 960 Gii T ' �" a (� tri y 61+1J L.5 @ 1.17% 0 0 0 m GIL Z5 \ '9T u� 1' I 1 M M m V' t.8% \ �,p�� 6'3 I + 1 O O O co CID� 0 0 Cy+i�zi x o / 950 °ZZ' z z N 950 + ZLGIR z IDN �� to� �, ,00 , , I 989.1 I _ 945 945 f 6 � j �! 0I -0+50 0+00 1+00 Oc- �� ! ! 4 \ G.� % (1>, 5 \ w� o \ 4 / Oco GR0 k a♦ / /coo ♦ ftw / 4 co 81 m C+ wv.a 9.GIR 0x J 7 Pond #2 NWL 958 0 / l� / / / / -L / I / / / / / / / HWL- 959.2 3p�, op 1t ® 2* co /III i o% B3 Q, / GL OR x```� ZO3s �3 / 50 25 0 25 50 100 r/ ,,� BF08 I " ®+/ !lam j ` / \< `%„'� ase \ h Q SCALE IN FEET •:1 970 950 945 FES B1 & APRON 6 CY CL.3 RIP -RAP C - -0+50 0+00 OUTLET STRUCTURE - POND 1 TOP BACK -959.0 0.76 TOP FRONT ' _ IHWL-958.5 NWL-956.0 24" -RCP -953.0 BOTTOM -951.5 24" -RCP -955.0 -6" DTILE-955.0 (x2) 970 OS OS -2 FE D1 TC: 960.5 6' APRON BLD: 6.5' 6 CY CL.3DIA7 48.0' 960 47'-18"RCP CL.5 @ 8.58% 3 1 CL.5 @ -2 27% 950 FINISHED _ 236'-18"RCP CL.5 @ 3.39% 69'-12"RCP CL.5 @ 0.44% •:1 970 •.1 950 945 5+00 BMH B2 B B3 TC: 971.0 TC: 970.9 BLD: 9.0' BLD: 4.0' 4DIA EXISITNG GROUND 16' 18'RCP I TALL CL.5 @ 5.63% PRESERVER ENERGY O DISSIPATER n o n D? 1+00 2+00 970 •.1 950 940 935 FES 1 1 6' APRON TC: 959.1 8 CY CL.3 BLD: 7.1' 43'-24'RCP CL.5 @ 2.34% 970 •.1 950 940 935 -0+50 0+00 1+00 OUTLET STRUCTURE - POND 2 TOP BACK -960.0 0.75'TOP FRONT HWL-959.2 -959.25 NWL-958.0 15" -RCP -956.0 RCP -956.0 16' BOTTOM -953.5 •:1 970 •.1 950 945 3+00 `\940 EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. -0+50 0+00 �� 940 1+00 15'' -RCP INLET DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWSO THESTATEO MINNESOTA. ��ERs S�q� � m� w� N ,,,, m y `% '�� SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476000 CITY PROJECT NO. FINAL STORM SEWER PLAN VISTAS AT BENTZ FARMS HOMESTEAD PARTNERS LLC. FILE NO. 37865-001 BASE-BENTz _ -_ _ __ _ _ _ _ _ _ _ _ _ _ _ _ __ _ ---- ---- ---- - ------ ---- --- - -- _ _ _ _ _ -- _ _ _ _ - - - --- - - - . _ _ _ _ _ _ - _ _ _ _ _ _ _ __ __ DRAWN BY CHANHASSEN MINNESOTA 7 NRH CHECKED BY RSM DATE NATHAN R. HERMAN, P.E. I�,c� Date: O Lic. No. 05/16/14 1`/moi >V W Vi ✓ W W � J, � W w �- W W � v y "V W 41 u- w w .I. 41 w 1 ' y w_ .y 1 1 it I CONSTRUCTION NOTES 1 i ' ♦ �� I _L' 111 o l 1 1. INSTALL SILT FENCE AS SHOWN ON PLAN, AS REQUIRED BY THE CITY OF CHANHASSEN OR DIRECTED BY THE ENGINEER. 2. THE WATER QUALITY POND MUST BE EXCAVATED AT THE BEGINNING OF GRADING OPERATIONS TO PROVIDE TEMPORARY STORM WATER DETENTION DURING CONSTRUCTION- SAND AND SILT MUST BE REMOVED FROM THE POND AS NECESSARY DURING CONSTRUCTION AND AT THE COMPLETION OF THE PROJECT. r- --=- ` / I 1 `♦ I� � I , ♦` II � ' 3. BEGIN GRADING, INSTALL PERFORATED RISER PIPE IN PONDS WHEN POND GRADING IS COMPLETE. TEMPORARY DRAINAGE PIPE SHALL BE USED FOR INTERMEDIATE DRAINAGE DURING THE CONSTRUCTION PERIOD AS NECESSARY AND DIRECTED BY THE ENGINEER. INSTALL SILT FENCE AROUND EXCAVATED PONDS. p++ 5d6 \ I I N `� l I� j '1 4> I JI7 1 1 4. INSPECT PONDS, SILT FENCE, AND ROCK ENTRANCE BERM AFTER ALL RAINFALL EVENTS AS REQUIRED BY THE NPDES PERMIT. 5. LINE ALL PONDS WITH A MINIMUM 3" ORGANIC SOILS & SEED SLOPES BETWEEN NWL AND 100 YR HWL WITH A WATER TOLERANT MIX. / 1 25' / i i 1 11 / 6. REMOVE PERFORATED RISER PIPE WHEN STORM SEWER AND OUTLET STRUCTURE FOR PONDS ARE INSTALLED. / 1 / 7. STREETSECTION- ++ 1.5" WEAR COURSE / 2.0" BASE COURSE 1 12" CLASS 5 BLUFF CREEK OVERLAY DISTRICT MONUMENT 24" SELECT GRANULAR BORROW 1 1 � 1 I I h-- r I I I I I B. DRIVEWAY SLOPES- t- 1 � I - I 1 I NOTE: ALL SIGNAGE FOR BLUFF CREEK OVERLAY DISTRICT MUST I MINIMUM -2.0% BE INSTALLED PRIOR TO ANY EARTH DISTURBING ACTIVITY i / 1 ,/ / I I 1 1 111 111 /1, MAXIMUM -10.0% �I ) UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. i j I 11 1y 9- POND - 10:1 BENCH (1 FOOT) THEN 3:1 MAX 10. FB, LO, WO PADS 3:1 MAX. ALL OTHER SLOPES 4:1 MAX (UNLESS NOTED) y Al'966- 11. CONTRACTOR TO REMOVE SEPTIC SYSTEM AND CAP WELL r 'jO/� 12. DEVELOPER WILL BE RESPONSIBLE FOR TEMPORARY DUST AND EROSION CONTROL UNTIL TURF IS ESTABLISHED. IF YARDS ARE ADJACENT TO A DITCH SWALE, THEN EROSION / / 0 ,' I CONTROL MUST REMAIN UNTIL ALL ADJACENT PROPERTY HAS TURF ESTABLISHMENT. i 13. RESTORATION -6.2 ACRES A. RESTORE ALL DISTURBED AREAS WITH 4" TO 6" OF TOPSOIL, OR EXISTING ON-SITE ORGANIC MTRL. B. SEED POND SLOPES AND DETENTION AREAS WITH MN/DOT 310 OR BWSR P8 SEED MIX AT A RATE OF 100 LBS./ACRE AND FERTILIZE WITH 2O-0-10 AT 100 LBS./ACRE. C. SEED ALL OTHER DISTURBED AREAS WITH MNDOT 250 AND BWSR SEED MIX FOR WETLANDS AT A RATE OF 100 LBS./ACRE AND FERTILIZE WITH 2O-0-10 AT 100 LBS./ACRE. (UNLESS // / / /1 OTHERWISE NOTED) /, , / / 1 D. ONLY PHOSPHOROUS FREE FERTILIZER IS TO BE USED ON SITE. I / / / / E. MULCH WITH TYPE 1 AT A RATE OF 2 TONS/ACRE AND DISC ANCHOR IMMEDIATELY AFTER PLACEMENT. USE WOODFIBER BLANKET ON ALL SLOPES 3:1 (FT) OR GREATER. I,/ / F. PLACE APPROVED STORM SEWER INLET PROTECTION IN OR AROUND ALL STORM SEWER INLETS AND MAINTAIN UNTIL STREET CONSTRUCTION IS COMPLETED. REFER TO CIN I j lIt I DETAILS 5302 8 5302A FOR APPROVED DEVICES. ®1 / 1 / I / / / G. MAINTAIN ALL SILT FENCE UNTIL TURF HAS BEEN ESTABLISHED. / ' H. RESTORATION WORK WILL BE COMPLETED WITHIN 72 HOURS OF GRADING COMPLETION. i. 1 I 14. MATERIALS THAT ARE PROHIBITED FROM RETAINING WALL CONSTRUCTION INCLUDE SMOOTH FACE CONCRETE, POURED IN PLACE CONCRETE, MASONRY, RAILROAD TIES, OR TIMBER. STAMPED OR PATTERNED CONCRETE IS ALLOWED IN RETAINING WALL CONSTRUCTION. 15. BOULDERS MAY NOT BE USED ON WALLS TALLER THAN 6' IN HEIGHT. / I I t 16. A HOMEOWNERS ASSOCIATION SHALL BE CREATED TO TAKE OWNERSHIP OF THE RETAINING WALL 17. SILT FENCE: BEFORE GRADING - 3250 LF J(+ , , yI, I 1 I AFTER GRADING - 515 LF 1 \:J I I ,/ 18. WOODFIBER BLANKET - 600 SY FILTRATION SHELF NOTES: �1 i 1. Initial excavation of the filtration shelf shall be dug 2' below the finished final grade. 2. The sand within the filtration shelf will be installed after the storm sewer outlet control structure is installed. 3. To prevent soil compaction, heavy equipment shall not be allowed within the filtration shelf at any time. i i / i - 4. The bottom of the filtration shelf shall be tilled a minimum of 12" prior to placing the sand. ? ; / / / ^, 5. Relatively light equipment with tracks shall be used to excavate the filtration shelf. i i i ,I'NH �' 6. Immediately upon completion of grading the filtration shelf, silt fence shall be installed per the plan to establish perimeter control. 8. The sand within the shelves will be 2' deep with a 6" draintile raised one foot above the base of the sand. 1 ' ♦` �� 9. The sand recommended by MNdot is 3149.2J. I } EX.MF / INV-17,� TYPICAL FILTRATION BENCH DETAIL 10' i 5' 15' I I I I 1 1 r r_ _,_.__-__ r -�" 25 -------------------------------_----- _ I I I I I I a A I I I I I I I `♦ o a � I I I I I I 1 I 4 ,Concrete / '(Q \ � O,ltlet Stru Ure I I I \\ I E I I E ❑❑ I r 1 I I I I 1 rl c \ \ 1 1 I I I I I / I I / I I / 1 I / / 1 1 1 1`/moi >V W Vi ✓ W W � J, � W w �- W W � v y "V W 41 u- w w .I. 41 w 1 ' y w_ .y 1 1 it I CONSTRUCTION NOTES 1 i ' ♦ �� I _L' 111 o l 1 1. INSTALL SILT FENCE AS SHOWN ON PLAN, AS REQUIRED BY THE CITY OF CHANHASSEN OR DIRECTED BY THE ENGINEER. 2. THE WATER QUALITY POND MUST BE EXCAVATED AT THE BEGINNING OF GRADING OPERATIONS TO PROVIDE TEMPORARY STORM WATER DETENTION DURING CONSTRUCTION- SAND AND SILT MUST BE REMOVED FROM THE POND AS NECESSARY DURING CONSTRUCTION AND AT THE COMPLETION OF THE PROJECT. r- --=- ` / I 1 `♦ I� � I , ♦` II � ' 3. BEGIN GRADING, INSTALL PERFORATED RISER PIPE IN PONDS WHEN POND GRADING IS COMPLETE. TEMPORARY DRAINAGE PIPE SHALL BE USED FOR INTERMEDIATE DRAINAGE DURING THE CONSTRUCTION PERIOD AS NECESSARY AND DIRECTED BY THE ENGINEER. INSTALL SILT FENCE AROUND EXCAVATED PONDS. p++ 5d6 \ I I N `� l I� j '1 4> I JI7 1 1 4. INSPECT PONDS, SILT FENCE, AND ROCK ENTRANCE BERM AFTER ALL RAINFALL EVENTS AS REQUIRED BY THE NPDES PERMIT. 5. LINE ALL PONDS WITH A MINIMUM 3" ORGANIC SOILS & SEED SLOPES BETWEEN NWL AND 100 YR HWL WITH A WATER TOLERANT MIX. / 1 25' / i i 1 11 / 6. REMOVE PERFORATED RISER PIPE WHEN STORM SEWER AND OUTLET STRUCTURE FOR PONDS ARE INSTALLED. / 1 / 7. STREETSECTION- ++ 1.5" WEAR COURSE / 2.0" BASE COURSE 1 12" CLASS 5 BLUFF CREEK OVERLAY DISTRICT MONUMENT 24" SELECT GRANULAR BORROW 1 1 � 1 I I h-- r I I I I I B. DRIVEWAY SLOPES- t- 1 � I - I 1 I NOTE: ALL SIGNAGE FOR BLUFF CREEK OVERLAY DISTRICT MUST I MINIMUM -2.0% BE INSTALLED PRIOR TO ANY EARTH DISTURBING ACTIVITY i / 1 ,/ / I I 1 1 111 111 /1, MAXIMUM -10.0% �I ) UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. i j I 11 1y 9- POND - 10:1 BENCH (1 FOOT) THEN 3:1 MAX 10. FB, LO, WO PADS 3:1 MAX. ALL OTHER SLOPES 4:1 MAX (UNLESS NOTED) y Al'966- 11. CONTRACTOR TO REMOVE SEPTIC SYSTEM AND CAP WELL r 'jO/� 12. DEVELOPER WILL BE RESPONSIBLE FOR TEMPORARY DUST AND EROSION CONTROL UNTIL TURF IS ESTABLISHED. IF YARDS ARE ADJACENT TO A DITCH SWALE, THEN EROSION / / 0 ,' I CONTROL MUST REMAIN UNTIL ALL ADJACENT PROPERTY HAS TURF ESTABLISHMENT. i 13. RESTORATION -6.2 ACRES A. RESTORE ALL DISTURBED AREAS WITH 4" TO 6" OF TOPSOIL, OR EXISTING ON-SITE ORGANIC MTRL. B. SEED POND SLOPES AND DETENTION AREAS WITH MN/DOT 310 OR BWSR P8 SEED MIX AT A RATE OF 100 LBS./ACRE AND FERTILIZE WITH 2O-0-10 AT 100 LBS./ACRE. C. SEED ALL OTHER DISTURBED AREAS WITH MNDOT 250 AND BWSR SEED MIX FOR WETLANDS AT A RATE OF 100 LBS./ACRE AND FERTILIZE WITH 2O-0-10 AT 100 LBS./ACRE. (UNLESS // / / /1 OTHERWISE NOTED) /, , / / 1 D. ONLY PHOSPHOROUS FREE FERTILIZER IS TO BE USED ON SITE. I / / / / E. MULCH WITH TYPE 1 AT A RATE OF 2 TONS/ACRE AND DISC ANCHOR IMMEDIATELY AFTER PLACEMENT. USE WOODFIBER BLANKET ON ALL SLOPES 3:1 (FT) OR GREATER. I,/ / F. PLACE APPROVED STORM SEWER INLET PROTECTION IN OR AROUND ALL STORM SEWER INLETS AND MAINTAIN UNTIL STREET CONSTRUCTION IS COMPLETED. REFER TO CIN I j lIt I DETAILS 5302 8 5302A FOR APPROVED DEVICES. ®1 / 1 / I / / / G. MAINTAIN ALL SILT FENCE UNTIL TURF HAS BEEN ESTABLISHED. / ' H. RESTORATION WORK WILL BE COMPLETED WITHIN 72 HOURS OF GRADING COMPLETION. i. 1 I 14. MATERIALS THAT ARE PROHIBITED FROM RETAINING WALL CONSTRUCTION INCLUDE SMOOTH FACE CONCRETE, POURED IN PLACE CONCRETE, MASONRY, RAILROAD TIES, OR TIMBER. STAMPED OR PATTERNED CONCRETE IS ALLOWED IN RETAINING WALL CONSTRUCTION. 15. BOULDERS MAY NOT BE USED ON WALLS TALLER THAN 6' IN HEIGHT. / I I t 16. A HOMEOWNERS ASSOCIATION SHALL BE CREATED TO TAKE OWNERSHIP OF THE RETAINING WALL 17. SILT FENCE: BEFORE GRADING - 3250 LF J(+ , , yI, I 1 I AFTER GRADING - 515 LF 1 \:J I I ,/ 18. WOODFIBER BLANKET - 600 SY FILTRATION SHELF NOTES: �1 i 1. Initial excavation of the filtration shelf shall be dug 2' below the finished final grade. 2. The sand within the filtration shelf will be installed after the storm sewer outlet control structure is installed. 3. To prevent soil compaction, heavy equipment shall not be allowed within the filtration shelf at any time. i i / i - 4. The bottom of the filtration shelf shall be tilled a minimum of 12" prior to placing the sand. ? ; / / / ^, 5. Relatively light equipment with tracks shall be used to excavate the filtration shelf. i i i ,I'NH �' 6. Immediately upon completion of grading the filtration shelf, silt fence shall be installed per the plan to establish perimeter control. 8. The sand within the shelves will be 2' deep with a 6" draintile raised one foot above the base of the sand. 1 ' ♦` �� 9. The sand recommended by MNdot is 3149.2J. I } EX.MF / INV-17,� TYPICAL FILTRATION BENCH DETAIL 10' i 5' 15' I I I I 1 1 r r_ _,_.__-__ r -�" 25 -------------------------------_----- _ I I I I I I a A I I I I I I 1 I 1 I c j 20 I I c l I c l o a � I I I I I I 1 I 4 ,Concrete / '(Q -- I 't0 � O,ltlet Stru Ure I I I \\ I E I I E ❑❑ I r 1 I I I I 1 rl c i15 i i I o f i o 11fI ---------------- 1. I NWL 10 I I g\oP� Impermeable �' 3 Soil I I I Line Filtration Shelf With `r. Impervious rpeotextile;Fabric O 0+00 0+10 0+20 Weir Whll ___-- -- ___-- (TcR18bw �tNWL) -------- --- - - r- r --------r-------- - I I I I I I I I I II Q I I I I I I I 1 I _L-------- L -------- L__.______1. 6" Perforated Draintile no sock) (1' Above kilter Media base) (Bedded in 2' Clean Rock, 2" top and bottofn, 8" each side) Sand Filter Media (2' Thick): 100% MhDOT Spdc 3149. 2J (Fine Filter Sand Aggregate) 1 0+30 0+40 0+50 0+60 251 201 10 10 1 I I 1 11 5 I I I I 0 0+70 POND 1 - FILTRATION / i / / t f /j y tQ Q / , \\ `\ ♦♦ \ \`:<--' SHELF ELEVATIONS i'/,�� _' �,_.>te'l, ��-+4p>(o=."ErE�K._- �`• --y-,l`-•"�� , �' ,�/II1 // �/j�01Tp�RLAY` y��,Ji / 'lt * % �/i % Ii J� '/ , i' i ��,_ `,-1 ,�- �``\``\\<�� \\ `\7♦T;` - __--. sssROkSECON sss ---- ---- EO OVERLAY PiI TBA 954 954 TC953.78 >EX1 "P ------ O Iq_ INV -942.90 ,1 I 60 30 0 30 60 120 -_--- UFF ---------�/ ---------- -- + R - - El 11 11 El kEhHLEXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE -------- �' -- \ _-- --- -�`` SCALE IN FEET `.\ \ X11 \\ \ -- _ CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING 1 = _ �` \\ \ Q8-' _Q�_- O v -_� ♦ \ / UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY 1 'fix n+__ ♦ ` \ ` $ ;`. `O \ \ AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. _----- _ --_-- � � ,,,, �`� ` _ � / ♦ I r/ DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WASCITY PROJECT NO. FILE NO. BASE-BENTZ _ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I ��ERs S�RL� - FINAL GRADING PLAN --- ---- ---- - DRAWN BY SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE _ _-__ 1 ---------------------------SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF_ THE STATE OF MINNESOTA. w m SATHRE-BERGQUIST, INC. NRH CHECKED BY- INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. 0 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 C HAN HASS E N VISTAS AT BENTZ FARMS g ----------------- - SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE m 7 RSM--- - _ _ USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING N �� MINNESOTA HOMESTEAD PARTNERS LLC. 05/16/14 DATE FROM ILLEGITMATE USE. NATHAN R. HERMAN, P.E. ((7182 o'LFRS PLP1 11 --- ---- ----- ---------- ---- Date: O Lic. No. --\\\ \\\ - \\\\\\`----------------- 1---- II \1 1\ �. \\ \\\ \ ---- \ ♦?_--- IF ----`-` /, / -1-_ ryy //,♦ \\\ \\ \ \\ j !I I I I II F$ , \ \ \ \\ \, \ `x.(♦ `�-- ' '/ ; - I'=-- /x \ IS, N. N. o/\ ./\�•\�Xi----_--- O V \\ \\\ \ I \\ \\\ ,' i I \ 1 . 1 ♦ \ , / ♦IN . I I I I ®� \It \ \,�_ \�\ �- `\ ` ♦ \ \ \ \ \ \ /' i `�� \\` `\ `\ 1 F7 ' Y'O ,' /' \/ .\ / 1 ♦ 1 I I I I J 1 I + \\ I \ \ ♦ \ \ \ \ ♦ a-- ♦ \ ♦ \ \ \ ' / G' ' - �' / \F12 \ / 1 1 I I I 11 0 0 \ `\ \\ ,' ' - / \\ i ♦1 125' + 0 Lr�y- Y-\\` ♦ \\ ` _ `\ lam' /' ,y i /' \ ` / I 1 \ i \\\ \\\ ` \ice \\ ' 0 + o it 1 !\ y w.Y/,�, ,/♦�>I` ` ✓ t✓o�♦O\. y / �/ �/O'`jW/r / ` \\\\\`,1V.`s \!(\_/ \ \' y' ' .Y j`\ \-/ 9/5/'8/�\� / :j' ♦\ '\�� ,V \ �/\ 1` \\ \\ \�`.\ A,`\ V /�'a,�?`'d ;O\\ ,'\ \\\ci \ /�II / -\' `I1\I/ \\ / ♦ `��I \' ' - ',�\mm� \ c �\ '/\�\., --.w+rm�/ v7wN�/1 11 II\ II I \ /1 ', -+, µ11`P 1`- `' ' m/i L.\LI�,\ 1•�..\1I 'S\/T\I�I, O /I mI-\/imE-mq/` I�/ fltD SIL�,a� Em'mw � i 11 I mmr.'&��I,j I I i_/ _-`' I,\ / ` o 0 ® N. , \AR n 0` 0 /II1I II 1II� I i lIN- v- v �\I ,0 ./` 0 10 1//_I/ N. 2 0 - \ 0 , + + 01 17 0 o 2/ o/` aM wuI I 41 1 Y \I. `v 11, `L 'IV I i - \Y � 1� �Y W \Y /'L .Y \Y \ I r� / �Y i W w _ �- +Y W vIW y♦ �/ w W / ___ __ /- \_\ e -a i 77 EXAF TC-988��. / INV -97 °°°°°°o` ROCK ENTRANCE BERM 0 O <. - SILT FENCE --- POST GRADING SILT FENCE �BIom BIO -ROLL s CONCRETE WASHOUT INLET PROTECTION LLLLLLLLI- LLLLLLLLLEROSION LLL LLL BLANKET LLLLLLLLL LLLLLLLLL_ 9 BLUFF CREEK OVERLAY DISTRICT MONUMENT NOTE: ALL SIGNAGE FOR BLUFF CREEK OVERLAY DISTRICT MUST BE INSTALLED PRIOR TO ANY EARTH DISTURBING ACTIVITY UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. ORS x- -- >� OREE/(-------------- TC-953.78 60 30 0 30 60 120 INV -942.90 F -_ - - ❑ ❑ El El OL`-____ - - (J \\ 1 \--® / \\ EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE //' 1--_=� \, I \` `�\ / \I / 1 / / // \\ \♦ , I 1 \ tea\\ / SCALE IN FEET /-------- �> ,\ \ \ _ \ / --_\ \ - 4 \`_ 0 CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING / \ V + + \ _______________-------\`\`\ `\ _____-__�- --\___ o + '-� \ '-_- 1 UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY 1 ----------- \\ \`\ ♦ - \\. `0 i _-' / /� \ ti- I i %� AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY �z- -` \\ ``- ---- - a --` . \ / �/ / / . \� ,\ --l_ I 1 i AND ALL EXISTING UTILITIES. D �'.-- d INV -94728_- \ \ \ \ - y--- _- .•.. � �� '. / __ \ \ DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WASCITY PROJECT NO. FILE NO. BASE-BENTZ ------------ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I �GERS S�R� - FINAL EROSION CONTROL PLAN SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE Fi 37865-001 DR NRH BY -- ---- -----------_ SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS O THE STATE O MINNESOTA. w2° i ; m SATH R E-BERGQUIST, INC. --------------------- - INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. CHECKED BY 0 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-600o C HAN HASS E N VISTAS AT BENTZ FARMS g -- SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE m w y MINNESOTA RSM ----- ----_--_-_-_-___--_-__-------------_-_= USER IL PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING �7�8Z N s PV HOMESTEAD PARTNERS, LLC. 11 DATE FROM ILLEGITMATE USE. NATHAN R. HERMAN, P.E. ctieR Pa`\ 05/16/14 Date: O Lic. No. w VARIABLE g 0 a HYDRANT VALVE BOX VARIES 5'-6' (SEE PUNS) 1/4" PER Fr. SLOPE TO ROADWAY CURB 4' CLASS 5 BASE 2' 3' 2.5' CONCRETE SEE NOTES 1 & 3 NOT 1. TYPICAL 6" THICK CONCRETE SIDEWALK. 2. USE 8" THICK FOR COMMERICAL DRNTWAY CROSSING. 3. JOINT SPACING AT 5' INTERNALS. EXPANSION JOINT SPACING AT 100' INTERNALS AND WHEN ABUTTING EXISRNG WNCRE7E OR STRUCTURE �Q�tpf�OF CONCRETE l SIDEWALK REVISElk 1-10 is ENGINEERING DEPARTMENT HAR 1D.. 5214 FTE NNK ¢ { 1' DIAMETER ROCK FILTER NOTE, iliiEw5l SILT FENCE PER MNDOT SMACHINE PECIFICATIONS. `1 r • a . WITH 3 (50LB) TENSILE STRENGTH PLASTIC ZIP TIES n r a I•r PER car FILTEREDj 24" RUNOFF 12" �JL24" WATER _y 1 OFFROAD CATCHBASIN FILTER BARRIERI, L! MANUFACTURED BY WIMCO.LLC_SHAKOPEE, MN., �� vA IT ... :• err ''0' wA es W !W "` cave 4.IIn AJw sari PLAN NEWS v4IIM wee was war ...:� X .' ... • .•. erAwteO wvMM rrr.ae.e• SECTION A -A WR ww snreser1 a' •`a, 3, ;° I ex n. `F sc nAN'6 V.•laseNr Mln r a` 6 x PMP. VIrM. P iHR 1r:Ierlw -wn PNnesee, S 6 0.LL 1nM ue e e ELEVATION NOTES irrexawrerr,rw se.weweWVWasFwwewAc WOle rl�ii MaTs�nau�swq Warow ereaewre•wewe wwA,Or Y,w eve sYY6Yt MMalalral mIe orlon Awe xwlaR w swVl vvlxse swOAr rRiF w� cave m s Ica w1 wwrA! Ina W wi arOs wwla Mn arenv ear ere W � we rmnn veer ss� auras oee w.x Mme, a wNw caws am a: snow rens w wtW 16 A rlvw swwx A. icer �wlw�amawrm,a,n canna war.®ro. eve. am vex oxen rse,wem.aeewlwcWr.Mrox Naacawe,ma r/}wN lwem r/+rN wewnmm war w9L Awwllm o rxrww,Ar HWar air asawe.aearwaWw w.om 0 rex as mow reATx rm�vaw wxaw.r�wwaAlwsb wTrrnm er ArR aw,rrrw xar ww♦xew r�(wsw Nrnrrr.x ErnL rraOlr 1 x wCf afYt M xal x®x ql ca n lit R W. nwwrrw mwwr I serx we.•eAnawa.ra:w Ii eriax,er MNWswa xerx �iswnsr rrrwx Warm elx:erxr. © nseP.wr.aMAwerrw�e x.erlwr mer ewNewlsr. eenm..mn p• wreevx snrPCMmawAm p can wwwM xiamssr.,N.. wewaw IM err W�I�N6pp� PEDESTRIAN ME= CURB RAMP misters 5-i2ENGINEERING TYPICAL CURB PIAR "°': 5215 DEPARTMENT :eT.. FILEN.WEO 5PEn5 5215 1' DIAMETER ROCK FILTER NOTE, iliiEw5l SILT FENCE PER MNDOT SMACHINE PECIFICATIONS. `1 r • a . WITH 3 (50LB) TENSILE STRENGTH PLASTIC ZIP TIES n r a I•r PER car FILTEREDj 24" RUNOFF 12" �JL24" WATER _y 1 OFFROAD CATCHBASIN FILTER BARRIERI, UJ RECTANGULAR PLATES Ses - as a eAz waE1a T nr Irv- SECTION A -A TRUNCATED DOME 1NYK VLL•L 11aMr we 0aC Ml6 GREE ( QIQm NF1. WDTI RATE FOR m ffiN NOES) RD 8 NOTES x 4zx - 35s x MANUFACTURED BY WIMCO.LLC_SHAKOPEE, MN., �A�nas o�munxA.°1w` ESS BROS.. CORCORAN, MN. OR EQUAL Star. at P.L from Downstream Manhole_+ RN:as[ Mv6 al®r Oi 1WrG1Fe NFS MxAw n o 0MI[NRVM wi MIR �IrI�Ltlri. R1xrN[Maw frwK aWLSFAa N1 ASI Y'Alra 046 rI x SPI41W s�iwe 1MNM Iwlx IVYI FMON nrrBrel m 1C IIbIaMr. �'x c 0 J U RI IFULBM1nB 19r191aROWIP fYF nAOIe Il MYA4 L• WIMY ®oar a M'wi rn�iwwlm Teta m a® xM IED wncm Nol to Scale a' •`a, 3, ;° I ex n. `F sc nAN'6 V.•laseNr Mln r a` 6 x PMP. VIrM. P iHR 1r:Ierlw -wn PNnesee, S 6 0.LL 1nM ue M. wort Avrgr: ,Y. tY. b•. ]Y. Y. M. oascs ALC l MinrL . IFInn 6 M MrC:E will wMFK11RM fm AVArM£ wsxw S�i�" five M o- vwq tlw a ml - vein 1W in NpN bis, fb pobh vtl !cal o- beE b (D`w -x` ANxe re .. a` r% (HYD) Z QIiOF DETECTABLE WARNING SURFACE R/W Y c 5-H2 R/W == 5215A FRE NYCk G sECS\5vsA. 10' 17 1/2"10 1/2' Surmountable MIOF 28" 4" 4" 1 1/8} M r T_Surface a Bituminous Curb TYPICAL CURB 0 RADIUS TYPICAL CURB REERD: 1-1p ENGINEERINGPARTMENT DE aAR 110, 5204 ENGINEERING DEPARTMENT�'E MH Gate wlw location an projection of property line. R/W R/W NOTE All dead ends to be �j m extended a minimum of one pipe length beyond NOTE: gate calve and closed Water main to be an with plug lied back to north and west side tee, of center line unle%s hydrants pose conflict with proposed sidewalk. CMOF TYPICAL INTERSECTION REV5m: 2-A ENGINEERING DEPARTMENT PLATE HO.: 1001 NAMEQ c sPEa TOUT UJ RECTANGULAR PLATES Ses - as a eAz waE1a T nr Irv- SECTION A -A TRUNCATED DOME 1NYK VLL•L 11aMr we 0aC Ml6 GREE ( QIQm NF1. WDTI RATE FOR m ffiN NOES) RD 8 NOTES x 4zx - 35s x MANUFACTURED BY WIMCO.LLC_SHAKOPEE, MN., �A�nas o�munxA.°1w` ESS BROS.. CORCORAN, MN. OR EQUAL Star. at P.L from Downstream Manhole_+ RN:as[ Mv6 al®r Oi 1WrG1Fe NFS MxAw n S¢ wdr8 MHn'®Axlem NmW'n use 0MI[NRVM wi MIR �IrI�Ltlri. R1xrN[Maw frwK aWLSFAa N1 ASI Y'Alra 046 rI x SPI41W s�iwe 1MNM Iwlx IVYI FMON nrrBrel m 1C IIbIaMr. �'x . O.a�aYn M V M WMf�Y.'IIAR. NA �� wN'� YrM� Is1 ism a: o116re[ IVYI®A wiSW MI A NL MTMMr. RI IFULBM1nB 19r191aROWIP fYF nAOIe Il MYA4 L• WIMY ®oar a M'wi rn�iwwlm Teta m a® xM IED wncm ooF smc oc carr 9WL FZnr 00aC aaE W Mw a1n TANe e]e• ,Wer air n. `F sc nAN'6 V.•laseNr Mln r a` 6 x PMP. VIrM. P iHR 1r:Ierlw -wn PNnesee, S 6 0.LL 1nM ue M. wort Avrgr: ,Y. tY. b•. ]Y. Y. M. oascs ALC l MinrL . IFInn 6 M MrC:E will wMFK11RM fm AVArM£ wsxw S�i�" five M o- vwq tlw a ml - vein 1W in NpN bis, fb pobh vtl !cal o- beE b (D`w -x` ANxe re .. a` r% assasM. nAxn •rites ek aGoa ww"w eese'; Mitt my �1. prem PAn ..,1, .err cnMt ne Awrc vwa QIiOF DETECTABLE WARNING SURFACE TIE CARD Y TRUNCATED DOMES 5-H2 ENGINEERING DEPARTMENT == 5215A FRE NYCk G sECS\5vsA. SECTION A -A 17 1/2"10 1/2' Surmountable MIOF 5240 SEDIMENT TRAP CITY OF CHANHASSEN MANUFACTURED BY WIMCO.LLC_SHAKOPEE, MN., Lot_ AddSan Name ESS BROS.. CORCORAN, MN. OR EQUAL Star. at P.L from Downstream Manhole_+ SPECIFICATIONS AND STANDARDS DESIGN LOADS me Mwrsrrammi vn omwe DawEAwrs mlr,a ./A ,p -...-.. s„"e ev _ •,." AYar ROM Length. Size and Type of SeMce Pipe B m:1r-uw un. un ,.".uo'.,u..-.. caw rlPRlerr T(Rnw10orwas.s. Distance Sewer Main to Riser _+_ Rlssr Height weNwMawas veer. Ir we MODEL#CG23 A TOR HATE ON 1 - CENTER OF RL1131 M F1LWI 2 - TOP OF CURB BOX RLTER ASSEMBLY HIGH-FLOW HIGH-FLOW FABRIC J NOTE: 1. CLEAN FILTER MEDIA AFTER EACH RAN EVENT AND REPLACE IF FILTER IS CLOGGED WITH SEDIMENT. 2. REMOVE DELBBRIISS/iSEEUMENT FROM RECEPTACLE AFTER EACH RAIN EVENT. �pI��II�Vgf�p� CATCH BASIN 1�MenDsIBBIE SEDIMENT TRAP REVISEn. 1-10 ENGINEERING DEPARTMENT P1'tTE N0'' 5302A Fu HVA:¢ o mfrs 5x2A 0 O i W m� 1" CORPORATION STOP m Xz W U PLUGGED END / i WATER MAIN AFTER MEETING TEST REQUIREMENTS THE AIR BLEED LINE SHALL BE DISCONNECTED AT THE PLUG WITH NO ADDITIONAL COMPENSATION. AIR Kim DETAIL DETAIL RLM4D: 2 -are HATE Mo.: ENGINEERING DEPARTMENT 1003 FEE rIIE Q SPECS 1003 ABJS. nl2-0882 HARDWME PA N¢DOM { Vx1• GALV. CARNAGE BOLTS FULL TMIFMS. { RMND FIAT WA9RBB. 6 1• K WA {) TRX ! (I) res rxr TAPPED IETAEWIc WASIER %Tr To 17' DIA BOLT CRC E 1`10TC1E5 HEA , A,11DW BOLTT HEAD ?s aEARARce 1. FINISH, HOT DIP CALV,WCE PER ASTM -AIM (LATEST REWSIQI). 1N A BHa CEN sh BE cowaR IQAM ro a1NT Alas (! 17 AND HQE _ all 11/2 I Ca15m1rPoD NUF ro SHKT AMs a R GALA NI 1/2 k IETIFItS MNg1FACTRFR'S MIMWER . PI BALVINT AN t. Alar POINT AND 9MR Alas ro WE WNCOl1NC •� 9.66' DIA .125 FM) ND x LSE +( /- Y1 S PIAK GOUT SLAT P�aLIaAM ro THE 9LEAN TE % PREHEAT. H UX AND PLO PONTD(iON AND LDED 7. FLA a HDl% AND PLOT PA ALL W(1 V AREAS. T. FUMEdfr NEGIMNNS & SURFACE (1) (2) NOT ro ExfEID 3/3T BDDM MOMNAL SUPFAr EXCEED (2) PEONS OR POUTS IIUEGOI.WlES NOT ro CM01's 1/SY HELIX ABmE !UREA SrREME LEVEL OR IN1QtSEC1NY15 Di ICDA NOWK wO6ARse_ B NL MA MEETING TIAs H BE NEW, UXI4D AHD MIL 11UEEABIE mLLDy( vrr flaCATICWS Arn (caherATESO AAsHroI) flu_ITIM) stm (OKdW ro AA91ro lE« BUL 12 0.) STOOL Orn: A252-(IAHESr REW9Q0 tlt z SIEII NTE RIES 011) Tfl E ORB, G ASTM RADIAL 5 3- NORMAL ATUD. PIPE O ASTM 1) 00 -(Epi B. GRADE B. ro ANS +/- 3, GRD PIPE 0R ASTM ASW-(uT TUBING. REYt9aH) GRADE B SIRIICNRAJ. ST}3. NMNG. 6EL1 ASTY Ie]G-(IARST REMSIM) NOT RIX1ID S EII. • TIMI AR PONT. ASIY A5]5--(uIRT IEit9p1) S1fEl fl $ GAR BOLT PER ANSI N0.%1. No JAES Q ADE -S to eASFPL.AR IS PETWMIENRY SMIFre WITH AIL aC110N5 woe AL MAN FkCTIPFXs IDENTIFICATION •ABC• N 1/T UT AND ' +/- 3' If. R000C IN HARDWAREI /SHd" BE PBE PAQUriD N BQSM BAG AND ATTACHED TO FOUNDATION. HOAX MUST E FORMED BY WATCHING METAL DE REooMFN Ep RAW£: IA tl MZR THAN 16.000 FT. U, (SDE v,sw or TWE NEIIGL FORM) HrII�Bp LIGHTING LLEEVI ASSEMBLY CRUMBASE DETAIL DIE NAME: Q\UG\STEMS\524t ENGINEERING DEPARTMENT NATE ■u: 5241 SAMPLE EROSION CONTROL canon w to ram Nara PLAN FOR INDIVIDUAL LOTS ''"aai,AfOarp siHl" . Tx a lour cam eeEal osrmx Ata AaIAEIr m LOT 1 aFaKr'wAtSA u11 rlmwAr 9wAa rmM -. arm LOT 2 LOT 3 oma s - satin SILT car¢ MIR FAI610ZTR AT FPSNIY ME aPIIa 1 - aDswrr YT rola WAiN AT PNIpf1Y LIE 4Ewa Htir •b,4e Owd• M b I.rM n r awes aTnies w �O GpQ`P •y 511GW Wd Pf1e i a weBAa wA AIR \ \ MIDI ITA ass 4 same owRyAA aT vera I s1rxT `star sAw xsr OeR1Y1a SEDIMENT CONTROL arm a eAE reD FaoRCIloI aTn ....• • Water resources staff must be contoolm before my/dl dew weg xtmty • Perimeter sediment controls aro necessary at downslWhg property and street edges. Note that xdknent controls need to protide containment by turning pekn•ter controls upvlwe-Into raperty. • Perimeter controls con Include Wer loge, mulch berms and/or at lance. • See MNDot spee 3897 & 2573. • Temporay stockpiles cannot be ploca l In drainage swdes surtdcv waters, or on public abeel% and must haw perm.ta control EROSION CONTROL • T -Sine has a minimum of {-6 inches of apeod topsoil. • CandreMbn en4anee-1 to 2' dean crushed rock alaN of 8 Mdkq deo • Hcar Roof Perimeter -Straw mulch at 2 Inds. Beep acme Hcase erectly bMA roof lin•. If hour has min tatters, downpAb need energy dissipation. • Sloper-Steeper Non 4.1 with pa fthe gross to .rbcs waters of Ne state need ¢salon control blankets and lenporey or permanent w.dng. • See MNDot Spec 3885 & 2575. • Swabs -Neal blmkeG over and 200'. • Swd.-Naxl HMha11ekk dame N Jape b 4:1 or greater. IIS"fOF EROSION CONTROL FOR INDIVIDUAL LOTS (TYP.) lfl l . 2-13 ENGINEERING DEPARTMENT °4i11E N0. 53028 TILL NNIS¢ SPECS S1D28 0 O E CITY OF CHANHASSEN _I Lot_ AddSan Name P.C. Star. at P.L from Downstream Manhole_+ J Distance from Sewer Main to Cleanout - CATCH BASIN IN RADIUS Jo' Length. Size and Type of SeMce Pipe B618 CUR Distance Sewer Main to Riser _+_ Rlssr Height & GUTTER'/ n 10SURMOUNTABLE TRANSITION CURB & GUTTER A A TYPICAL RESIDENTIAL RADIUS - 20' F Denotes Sewer Service Ertl $Denotes Water Service End TYPICAL COLLECTOR RADIUS - 30' r 8" Might red by MY tMexe atl D.W d Swweu Near be S�i�" five M o- vwq tlw a ml - vein 1W in NpN bis, fb pobh vtl !cal o- beE b 10' long ironei8onol height curbing' j 4 height1 afOF STANDARD SERVICE Ony Private TIE CARD Y T HATE ND.: 5221 T YNDOT 8618 GONG. C& G SURMOIINfABIE C Q G ct SECTION A -A 17 1/2"10 1/2' Surmountable MIOF 28" 4" 4" 1 1/8} M r T_Surface a Bituminous Curb TYPICAL CURB RADIUS TYPICAL CURB REERD: 1-1p ENGINEERINGPARTMENT DE aAR 110, 5204 ENGINEERING DEPARTMENT�'E RHE NNE:c sma 8'-0' 2'-0' 4'-0' 2'-0' 1/2'x6' Galvanized Botts €with Cut Wash.. (Carriage, Hex. or Sq.) 7-1/2• 1" V-3 1/4• E 1'-3 1/4' 0 I In Npminal _ '.- a o 61x6 MIN Grade Wmbe EX. Ground APPROX. v 2'-B' Treated Wood Poet 4k4' V. No. 2 r bet Lumber or Ostler NDIE The nae sfle board face red shall be fully reflectorised in conforming siker the and red striping, using a reflective c, Stag canfortning to the requirements of MnDot Spec. 3352.7A2a, Standard No. 1. Prior to installing the rsfecfive sheeting, the barricade boards shall be given a complete coating of White Wood Primer Paint conforming to MnDot spec 3513. followed by a second coat of white paint conforming to MnDot spec. 3531 applied only to the surface• not covered with reflective sheeting. The barriWEe boards shall be completely Painted an! reflectorised sheeting applied before being installed on the poste. The barricade shall be placed 10'-0' from end of bituminous road, barricades to be centered on the roadway, to be facing tra6c flew. Bamcades to be installed in accordance with the Minnesota Manual on Uniform Tmfkc CCoonttml Devices. Q�I'fO1F� TYPICAL GIIIII,1� BARRICADE RLvrsm. 1-10 ENGINEERING DEPARTMENT RAR eco.. DIE NWG G\O:G\SEEMS 52M 5244 SAMPLE EROSION CONTROL T1PE : wAw oiler PLAN FOR MULTIFAMILY LOTS LOT 1 -� ] 1 PFIWEIR m I=so Asx APMWrT ro a ems LOT 3 LOT 2 I I b£""'bM•'wF Ni 'srgx Is I � ' I � xasE „ora � I I aT mIQ snow MIM s 4AfIQ M1FR -MFR A RB & GUTTER 0.9f -lei iT FDI[£ STREET ENTRANCE STOm1 SEWER NIET SEDIMENT CONTROL WMCO OR SIMILAR INLET PROTECTION DETAIL 5302A • Water resources staff must be contacted before any/all dewatering actiMty • PenkAter sediment controls ere necece>y at downdoping property and street edges Note that sedinent controls need to proNae containment by turning Panmter controls up lope -into property. • Perimeter cmiro. can Indude alter loge mulch terms and/or at fence. • Swe Moot Spec 31197 & 2573. • Temporary stockpiles cannot be placed h Manage wades. surface waters or an Wink wheets. and must haw peNmater contra. EROSION CONTROL • T sot -Sine has a minimum of 4-6 Inch. of soil. OLD OLP • Canebucllan en1trance-1 to Y demw dep shad rock at tin of 6 Inch. • Haw Roof Psknete-Straw mold, at 2 kldlxe deep ramd house directly below roof line. If house has ran gutter; downpouts need mergy dissipation. • Slopes -Steeps than 4:1 with positive grade to the waters of the state need control Markets and t.W., or pemaent sealing, • Sedee-Need Mmkete ower the find 200'. • Sedes-Need check dams N slope M 4:1 r greaten. • See MNDot Spec. 3885 & 2675. 0101 EROSION CONTROL FOR (11111111011 MULTIFAMILY LOTS (TYP.) FOE nWe QVHc\sPEcs exec ENGINEERING DEPARTMENT P1A1E NO_ 53020 CRY PROJECT NO CITY OF CHANHASSEN saaR, rTm A m1esNTn1 amts (a:♦E oral Street Name Lot_ AddSan Name SEgEBL Downstream Manhole No. Star. at P.L from Downstream Manhole_+ FIewtion at C.L of Sewer Main Distance from Sewer Main to Cleanout - X of Grade far S c& to be installed Length. Size and Type of SeMce Pipe Depth at P.L Distance Sewer Main to Riser _+_ Rlssr Height WATER - Downstream Manhole No. at P.L traDownstren Manhole_+ Sta, m a Length, Sue and Type of Service Pips Depth at P.L Curb Stop Carver Co. Cordinatee: X Y Z Check if Sewer Service Riser Installed F Denotes Sewer Service Ertl $Denotes Water Service End (SHOW SKETCH WITH TES HERE) r bAeNu, Fvannn red by MY tMexe atl D.W d Swweu Near be S�i�" five M o- vwq tlw a ml - vein 1W in NpN bis, fb pobh vtl !cal o- beE b a:rm.w .w: m N.Id:e v,:....a:. em•. nnwi•.. Yw leve... Iva:e:Ie •la IxwtAleve.;xwwlxAw wepw4 mrnre YI•PINw a ,ry be w ax o- w:aBA•d ..-.,,aww Mn.l... w afOF STANDARD SERVICE Ony Private TIE CARD rwvtan: 1-10 ENGINEERING DEPARTMENT HATE ND.: 5221 5 FT. MN. IFHGTH S1FF1 POSE 5 R. W. UVKh SRR RKr AT 6 R. MAX. WACINVIDE FA�a AT a R. YAx WAOr wQmTE r.PVSnC 1P 1E5 Q PusAL a 16 M was (50TH 1510£) (So Ill. trr9l) t11G5m N IFP e• ,� pCiPA6T10N ZOIE uNA1m M TGP Y r HI„y FLOW �tq FLOyI Cys FID'M BIN. N yrC�Y �N N SILT FENCE, MACHINE SUS LT FENCE, MACHINE CFD SILT PENCE. HEAVY DUTY_ 1�" 5 FL r LENGTH STEAM POST GmRX,LE FA AT B R. MAX. WHOA 39. 110E SfhP FIBNC MSaIGRXE IIRRN. SAaaRl 1A� WIBt 7th NATURAL STL O2 STOW o. 21 z~ EDT PENCE To BE NAGTD xm E d cowrOLR OLE aOPE/GRADE m N. AND IENGIN CA11aaA a1rnA ALT FENCE, PREASSEMEdUDM VAP,Ag(): SLOPE 9IIPE QADE YAX FO,, 2- 1% 2R tWFEET 2 5. z 75 FEET - en FELT 1 2 tlDff3 to - 20 S 25 FEET T fF]ILE PER rBDOi SPEC% SWIICE QIEAIFR IMAX 2a: IS FEET SPECS OTs ! xs, LOCATION OF SILT FENCE 1 To PrRlrt Arae Fmm sed M FOR SEDIMENT CONTROL Ilptlnrn CaebWuap Ass 1 Aa• VARIABLE SLOP SET F TEM TOE or 1:6»DESIRABLE suO OUTSIDE OF Cawspa C11ON Levis LOCATION OF SILT FENCE FOR PEREMITER CONTROL �1�"�ET�NQ� SILT 12 1 FENCE REVISED: 3-12 ENGINEERING DEPARTMENT �1E coo.. 5300 FpE NIMEQ \SPECS\53W EROSION CONTROL PLAN FOR INDIVIDUAL LOTS WITH SWALE DRAINAGE LOT 1 \ \ 2 \ LOT 3 •�j} DRAINAGE SWALE LEGEND .l.,ra cave+" Rpp PEI�METER HOUSE OP�eVG, ,•,�-A„{, nrrm 5,y inw rd CURB 6 GUTTER STREET ENTRANCE STORM SEWER INLET WMCO OR SMILAR INLET PROTECTION DETAIL 5302A SEDIMENT CONTROL • Perimeter sediment controls as necessary at downsloping property and street edges. Note that sediment controls need to protide containment by turning perimeter controls updope-into property. • Perimeter controls wr1 Include mulch socks, mulch berms and/o, sit fence. EROSION CONTROL • of 4-6 inches oft soil. T pH -Site has a minimum op W 2" clean crushed rack at a Construction entrance -11 to 2 depth of 6 inches. • House Roof Perimeter -Straw mulch at 2 Inches deep round house directly below the roof fine. If house has ran gutters, downspouts need energy dissipation. • Slopes -Steeper than 4:1 with posit1w grade to the waters of the state need fiber blankets and temporary or permapent seeding. • Swdes-Need blankets over the find 200'. • Swdes-Need check dams if dope Is 41 r greater. WIN EROSION CONTROL FOR INDIVIDUAL LOT WITH SWALE DRAINAGE RENSED: 2-10 ENGINEERING DEPARTMENT HA>E 1R 5302D Fl£ wlE:¢ sPBs sw2o 'So 6'MIN.DEPTH FOR ROCK Clp 10'MIN.DEPTH FOR WDOD_. RQ. �Ji/qS 18' MINIMUM CUT OFF BERM J TO MINIMIZE RUNOFF FROM SITE FILTER FABRIC 7S'• �3 D"' 2d OVAAMOiL ov I ROCK CONSTRUCTION 1�ee ENTRANCE " ro 1-10 ENGINEERING DEPARTMENT I NAW 111. 5301 FEE NAME Q :wt 5PEcs 5x1 STREET ENTRANCE STORM SEWER INLET WMCO OR SIMILAR INLET PROTECTION DETAIL 5302A SEDIMENT CONTROL • Perimeter sediment controls are necessary at downsloping property and street edges. Note that sediment controls need to provide containment by fuming Perkneter controls u eioPe-nta property. • Perimeter controls can include mulch sock% mulch berms and/or sit fence. EROSION CONTROL • T H -Si a has a minimum of 4-6 M of i. • ec t thea topsoil. W to Construction entrance -1 Y clean Gushed rock atadep th of 6 inches. • House Root Perineter-Straw mulch at 2 Inches deep around house directly below roof line. If hour has rain gutter% downpouls need energy dissipation. • Slopes -Steeper than 4:1 with positive grade to the waters of the state need Mar blankets and temporary or permanent seeding. • Swales-Need blankets over the final zoo'. • Swales-Need check dons if slope b 4.1 or greater. �� EROSION CONTROL PLAN FOR MULTIFAMILY LOTS WITH SWALE DRAINAGE FEE I2Go\sPE6\ ENGINEERING DEPARTMENT HATE 11p- 5302E - to" Ir I Distance to CL v riable 1/2'r 3'r H - 1/2' Top BRumtl1011a Material m °41.°pe PIPE 3 ft .5 v O Mn00T B618 Concrete Curb and Gulte a 6" ist n e� 1/2" 3"r 1/2"r Tap Bituminous Material • H,�Qpe r F 5:' 3 4 er MrAOT 8612 GRDE TO :.; '. ConueN Curb and Gutter 10 . uN I SUS -GRAD .12" - 4" PERFORATED PIPE Ony Private GEOTEXRLE WRAP (3733. TYPE 1) TRENCH DETAIL or with Driveways Parking Lob• or Medians. 28'R 12"1 16" Top Bituminous Material DRAINTILE ct m - 17 1/2"10 1/2' Surmountable Concrete Curb and Gutter 28" 4" 4" 1 1/8} M r T_Surface a Bituminous Curb orT_ 6' Shoe Formed I� TYPICAL CURB AND GUTTER ENGINEERING DEPARTMENT�'E 5203 FUE wMME cHo G SPECS 52W STREET ENTRANCE STORM SEWER INLET WMCO OR SIMILAR INLET PROTECTION DETAIL 5302A SEDIMENT CONTROL • Perimeter sediment controls are necessary at downsloping property and street edges. Note that sediment controls need to provide containment by fuming Perkneter controls u eioPe-nta property. • Perimeter controls can include mulch sock% mulch berms and/or sit fence. EROSION CONTROL • T H -Si a has a minimum of 4-6 M of i. • ec t thea topsoil. W to Construction entrance -1 Y clean Gushed rock atadep th of 6 inches. • House Root Perineter-Straw mulch at 2 Inches deep around house directly below roof line. If hour has rain gutter% downpouls need energy dissipation. • Slopes -Steeper than 4:1 with positive grade to the waters of the state need Mar blankets and temporary or permanent seeding. • Swales-Need blankets over the final zoo'. • Swales-Need check dons if slope b 4.1 or greater. �� EROSION CONTROL PLAN FOR MULTIFAMILY LOTS WITH SWALE DRAINAGE FEE I2Go\sPE6\ ENGINEERING DEPARTMENT HATE 11p- 5302E - to" ❑❑❑❑LJ i=,E� AGGREGATE BASE •" B H - AROUND INSIDE FES AIR PIPE i MN WT SELECT GRANULAR BORROW � O COURSE FILTER AGGREGATE a i MNDOT 3149.2H o FOR ALL ENDING POINTS TO ALL DRAINIILES. 12' DEEP r w m GRDE TO "''•'^ BE FABRICATED OR CORE DRILLED. USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING16e FROM ILLEGITMATE USE. uN I SUS -GRAD ' � c�FRs P%- - 4" PERFORATED PIPE HOMESTEAD PARTNERS, H LLC. GEOTEXRLE WRAP (3733. TYPE 1) TRENCH DETAIL STREET ENTRANCE STORM SEWER INLET WMCO OR SIMILAR INLET PROTECTION DETAIL 5302A SEDIMENT CONTROL • Perimeter sediment controls are necessary at downsloping property and street edges. Note that sediment controls need to provide containment by fuming Perkneter controls u eioPe-nta property. • Perimeter controls can include mulch sock% mulch berms and/or sit fence. EROSION CONTROL • T H -Si a has a minimum of 4-6 M of i. • ec t thea topsoil. W to Construction entrance -1 Y clean Gushed rock atadep th of 6 inches. • House Root Perineter-Straw mulch at 2 Inches deep around house directly below roof line. If hour has rain gutter% downpouls need energy dissipation. • Slopes -Steeper than 4:1 with positive grade to the waters of the state need Mar blankets and temporary or permanent seeding. • Swales-Need blankets over the final zoo'. • Swales-Need check dons if slope b 4.1 or greater. �� EROSION CONTROL PLAN FOR MULTIFAMILY LOTS WITH SWALE DRAINAGE FEE I2Go\sPE6\ ENGINEERING DEPARTMENT HATE 11p- 5302E - to" ❑❑❑❑LJ i=,E� AGGREGATE BASE DESIGNER NO. BY DATE REVISIONS TYPE GEOTEXTRE FABRIC AROUND INSIDE FES AIR PIPE i MN WT SELECT GRANULAR BORROW � O COURSE FILTER AGGREGATE a i MNDOT 3149.2H o FOR ALL ENDING POINTS TO ALL DRAINIILES. 12' DEEP r w m GRDE TO "''•'^ BE FABRICATED OR CORE DRILLED. USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING16e FROM ILLEGITMATE USE. uN I SUS -GRAD ' � c�FRs P%- - 4" PERFORATED PIPE HOMESTEAD PARTNERS, H LLC. GEOTEXRLE WRAP (3733. TYPE 1) TRENCH DETAIL I 4" SUB -SURFACE 05/05/04 erforated PVC. or Dual Wall smooth tnterir corrugated PE pipe. PIPE DETAIL ❑❑❑❑LJ OND DESIGNER NO. BY DATE REVISIONS TYPE GEOTEXTRE FABRIC AROUND INSIDE FES AIR PIPE . CL REWIRED AT 300' INTERVALS & 1. CLL TILS - ENDING ALL ENDING POINTS. CHANHASSEN, 1 2. SWNG TIES TO BE SHOWN ON AS-BUILTS REY,gB: z-15 ENGINEERING DEPARTMENT FOR ALL ENDING POINTS TO ALL DRAINIILES. FTE NNE:¢\UIC\SPECS\53o2A MINNESOTA 3. OPENINGS IN STRUCTURE FOR DRAINRLE TO "''•'^ BE FABRICATED OR CORE DRILLED. USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING16e FROM ILLEGITMATE USE. 4. THIS DETAIL TO BE USED WHEN 2' OR MORE ' � c�FRs P%- OF EXISTING SOIL SUB CUT S NECESSARY. HOMESTEAD PARTNERS, H LLC. Ing I 4" SUB -SURFACE 05/05/04 DRAINTILE ENGINEERING DEPARTMENT rA.. 5232 Hnc}a ease Topsail e I m AGGREGATE BASE COURSE FILTER AGGREGAIE ' NWT 3149.2H 4' PERFORATED PIPE GEOTEXILE WRAP (3733, TYPE 1) 2' min. 12' MX TRENCH DETAIL YOR RFORATED PVLDUAL WALL SMOOTH INTERIOR INTERIM CORRUGATED RE PIPE. PIPE DETAIL 1. CLEANOUTS REWIRED AT 30th INTERVALS & ENDING ALL ENDING POINTS 2. SWNG TIES TO BE SHOWN ON AS-BUILTS FOR ALL ENDING POINTS TO ALL MANTLES. 3. OPENINGS IN STRUCTURE FOR DRAINDLE TO BE FABRICATED OR CORE DRILLED. ALTERNATE 4" Uff SUB -SURFACE DRAINTILE ENGINEERING DEPARTMENT PARE 110. 5233 WATTLE/ROCK REMOVED WHEN GUARD FES 6' OR 12' BIOROLL - SECURED INSIDE FES WA4IED ROC( WRAPPED ❑❑❑❑LJ INSIDE A MONOFILAMENT DESIGNER NO. BY DATE REVISIONS TYPE GEOTEXTRE FABRIC I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WASCITY PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS O THE STATE O MINNESOTA. INSIDE FES AIR DETAIL SHEETS VISTAS AT B E N TZ FARM FILE NO. 37865-001 TILS - FLARED END SEDIMENT TRAP CHANHASSEN, 1 ROCK WEIR/WATTLE ROLL REY,gB: z-15 ENGINEERING DEPARTMENT P7 No 5307F FTE NNE:¢\UIC\SPECS\53o2A MINNESOTA 40 20 0 25 40 80 ❑❑❑❑LJ SCALE IN FEET DESIGNER NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WASCITY PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS O THE STATE O MINNESOTA. ass �E R� 20 ^ ..__ °N SAT H R E-BERGQUIST, INC . - Mf p PROJECT NO. DETAIL SHEETS VISTAS AT B E N TZ FARM FILE NO. 37865-001 TILS - DRAWN BY CHANHASSEN, 1 DLS CHECKED BY CHECKED SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE o }' 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 N MINNESOTA TILS USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING16e FROM ILLEGITMATE USE. ' � c�FRs P%- HOMESTEAD PARTNERS, H LLC. 11 DATE NATHAN R. HERMAN, P.E. Date: 041=S111_1 Tic. No. L(7 y8Z 05/05/04 NODS 1. Shape of bad, of bane s may wry as long as poured against firth undisturbed earth. 2. Umeinaon Cl,C2,C3 shouts be krye erwugh to make nolo 0 equal to or larger hen Dimension 3. Dimension At A2AT shook be as largqee as Possible without in teAering with MJ bobs. 4. e = 45 Minimum. 5. Pace polyethylene bsomen concrete & pipe. 6. NI berate & fittings shall be maintained with Megalugs thrust restraints or equal 4 - Sin a - PLAN 99 BENDS PAN 4s BElbS Amex r s - sw n.e• 4 CONCRETE SHALL BE< A IN CONTACT WfrH THIS QUADRANT A OF PIPE BEDDMO wTmut' . urmsmlBED EARN co SEC E SECTION A -A PLAIN 22 1/2 BETDS CONCRETE THRUST BLOCKING RE.14D: z 00 ENGINEERING DEPARTMENT PUNT NI- - 1002 MILE AWE: G: ENG SFECS lets MANHOLE FRAME AND COYER "1/1 BARRIER- INNER 1'- MANHOLE RING SEAL HDPE OR PRECAST AS MANUFACTURED CONCRETE ADJUSTING RINGS BY 'STRIKE PRODUCTS" OR APPROVED EQUAL PRECAST. BLOCK. OR 27'MASTIC SEAL BETWEEN BRICK MANHOLE CONE FRAME AND STRUCTURE CORBEL 48' INFl-SHIELD EXTERNAL SEALS AT BARREL AND CONE SECTION JOINTS ON SANITARY APPUCALIONS OR APPROVED EQUAL AS REQUIRED BY THE ENGINEER. NOTES - 1. IM TOP OF SEAL TO 1' ABOVE TOP OF RINGS. CASTING SHOULD NUT T REST ON SEAL 2 PLACE 'MASTIC' ON TOP OF CONE SECTION AND BENEATH SEAL 3. NOT TO BE USED WHEN THERE ARE MORE THAN 5 RINGS OR NO RINGS - CONTRACTOR SHALL INSTALL THE SEALS. THEN CONTACT THE CITY UTILITY SUPERINTENDENT FOR INSPECTION AT (952) 227-1300. QR� I &I BARRIER ENGINEERING DEPARTMENT Ree 11O 2109 Filf NA1CG 09 n o a e Curt H & G r in as tronei6ed on n'{a a @� type at ca ch ' ccE�baensto e deeseed 2' below gn guerImo grade. A 5 Nes blow -3067 -VB shall be med fl pasta. tt� Currmb ul,ble rConcrete 2-f4-60'Long Rebars Each way ISOMETRIC o s5' Min. Transition 5' Min. Transition co W Obi 2" �w Design gutter line grade 2-111 LONG Rebar Each way Frame & Costing SECTION A- N. Scale off vCURB CONSTRUCTION AT CATCH BASIN e, -1a 401 20, Na.: GINEERI G DEPA ENT 3106 NLG 4E HO6 ❑ ❑ ❑ ❑ SCALE IN FEET HYDRANTS SHALL BE MUELLER SUPER CENTURION 250 OR WATEROUS PACER WB -67 ALL HYDRANTS MUST BE APPROVED BY CITY Alli i To K 5 f00T IN LENGTH SPRING Mr M FOR sm MOUNT 1PUCATIXi. RIS) A mn H INSTALL MAGElr® RCRUD E F1WPGLi CONSTRUCTION 1RACER SO% (SNAKE HT1 A5 NEmm Pm Ae5 EXISTING OR ''��•� WRB OR GURER UNE H DRANT vAYE BOx STREEr F 24' MIN. 2= 1 1/2' 3' 2- HrDFANT SIN[ AND BAHRL SHALL r£ RE 1Yto' PLAS9C witki PFA SECTfXI 20Sa n 1 CUBIC YARD OF GATE VALVE TEE 1 1/2" OLFAR ROCK WITH ADAPTER AND 2 -AfDtS OF POLYETIMFM (4 ML) B"%10"%5' CONCRETE BLOCI( NOTES t ALL HYDRANTS SHA.. HALE WEEP HOLES 2 MINIMUM 7.5' COYER OVER MAIN. 3. ALL PAINTED SURFACES SMALL BE SUBJECT To TWO YEAR WNRtDITY PERIOD AS NOTED IN SECTION 208 OF THE WATERNAIN SPECIFICATIONS 4. HYDRANT INSTALLATION SHALL INCLUDE A HYDRANT MARKER. S ALL JOINTS SHALL BE RESTRAINED MA MEGA-LLIGS MECHANICAL JOINT MSSIRANT. I. ALU. HYDRANT TO W P TO YIIlnCAL AXIS. MAT•nAM ALLDIIIBIF TQ eE 1/2" PER FOOT OF HYDRANT. 7. HYDRANT TO BE SECURI CO.EAm WIN FAS ID WRAP OR BAG W N W AUT m 5 do Q SFRNQ. TYPICAL HYDRANT INSTALLATION X3-13 ENGINEERING DEPARTMENT 1004 iYF NWEG GS IM4 ADD MASTIC BUTTRESS DIMENSIONS BETWEEN FRAME AND RINGS PIPE 22 1/7 BEND 1 45' BEND I 9V BEND SII Bi DI 82 D2 B D No. H-10361 Curb box with 1 1�4' IW7PE OR V-6' 4 1'-5' 1'-3' 2-i' 1'-8' 2'-8' 2'-0" 12' I'-10' ADJUSTING RINGS 4'-9' 2'-6' 14 3'-0' 2-0' S-1 S -Ow 6'-2' T-8' 20' 2-8" 5-8' 3'-4' 8'-4' 4'-0' 24 4'-4' S--W!6'-10r S-1 9'-8' 5'-0' 30' - C-3' 6'-0' 1T- T-0' a - PLAN 99 BENDS PAN 4s BElbS Amex r s - sw n.e• 4 CONCRETE SHALL BE< A IN CONTACT WfrH THIS QUADRANT A OF PIPE BEDDMO wTmut' . urmsmlBED EARN co SEC E SECTION A -A PLAIN 22 1/2 BETDS CONCRETE THRUST BLOCKING RE.14D: z 00 ENGINEERING DEPARTMENT PUNT NI- - 1002 MILE AWE: G: ENG SFECS lets MANHOLE FRAME AND COYER "1/1 BARRIER- INNER 1'- MANHOLE RING SEAL HDPE OR PRECAST AS MANUFACTURED CONCRETE ADJUSTING RINGS BY 'STRIKE PRODUCTS" OR APPROVED EQUAL PRECAST. BLOCK. OR 27'MASTIC SEAL BETWEEN BRICK MANHOLE CONE FRAME AND STRUCTURE CORBEL 48' INFl-SHIELD EXTERNAL SEALS AT BARREL AND CONE SECTION JOINTS ON SANITARY APPUCALIONS OR APPROVED EQUAL AS REQUIRED BY THE ENGINEER. NOTES - 1. IM TOP OF SEAL TO 1' ABOVE TOP OF RINGS. CASTING SHOULD NUT T REST ON SEAL 2 PLACE 'MASTIC' ON TOP OF CONE SECTION AND BENEATH SEAL 3. NOT TO BE USED WHEN THERE ARE MORE THAN 5 RINGS OR NO RINGS - CONTRACTOR SHALL INSTALL THE SEALS. THEN CONTACT THE CITY UTILITY SUPERINTENDENT FOR INSPECTION AT (952) 227-1300. QR� I &I BARRIER ENGINEERING DEPARTMENT Ree 11O 2109 Filf NA1CG 09 n o a e Curt H & G r in as tronei6ed on n'{a a @� type at ca ch ' ccE�baensto e deeseed 2' below gn guerImo grade. A 5 Nes blow -3067 -VB shall be med fl pasta. tt� Currmb ul,ble rConcrete 2-f4-60'Long Rebars Each way ISOMETRIC o s5' Min. Transition 5' Min. Transition co W Obi 2" �w Design gutter line grade 2-111 LONG Rebar Each way Frame & Costing SECTION A- N. Scale off vCURB CONSTRUCTION AT CATCH BASIN e, -1a 401 20, Na.: GINEERI G DEPA ENT 3106 NLG 4E HO6 ❑ ❑ ❑ ❑ SCALE IN FEET HYDRANTS SHALL BE MUELLER SUPER CENTURION 250 OR WATEROUS PACER WB -67 ALL HYDRANTS MUST BE APPROVED BY CITY Alli i To K 5 f00T IN LENGTH SPRING Mr M FOR sm MOUNT 1PUCATIXi. RIS) A mn H INSTALL MAGElr® RCRUD E F1WPGLi CONSTRUCTION 1RACER SO% (SNAKE HT1 A5 NEmm Pm Ae5 EXISTING OR ''��•� WRB OR GURER UNE H DRANT vAYE BOx STREEr F 24' MIN. 2= 1 1/2' 3' 2- HrDFANT SIN[ AND BAHRL SHALL r£ RE 1Yto' PLAS9C witki PFA SECTfXI 20Sa n 1 CUBIC YARD OF GATE VALVE TEE 1 1/2" OLFAR ROCK WITH ADAPTER AND 2 -AfDtS OF POLYETIMFM (4 ML) B"%10"%5' CONCRETE BLOCI( NOTES t ALL HYDRANTS SHA.. HALE WEEP HOLES 2 MINIMUM 7.5' COYER OVER MAIN. 3. ALL PAINTED SURFACES SMALL BE SUBJECT To TWO YEAR WNRtDITY PERIOD AS NOTED IN SECTION 208 OF THE WATERNAIN SPECIFICATIONS 4. HYDRANT INSTALLATION SHALL INCLUDE A HYDRANT MARKER. S ALL JOINTS SHALL BE RESTRAINED MA MEGA-LLIGS MECHANICAL JOINT MSSIRANT. I. ALU. HYDRANT TO W P TO YIIlnCAL AXIS. MAT•nAM ALLDIIIBIF TQ eE 1/2" PER FOOT OF HYDRANT. 7. HYDRANT TO BE SECURI CO.EAm WIN FAS ID WRAP OR BAG W N W AUT m 5 do Q SFRNQ. TYPICAL HYDRANT INSTALLATION X3-13 ENGINEERING DEPARTMENT 1004 iYF NWEG GS IM4 ADD MASTIC 25'-'5• BETWEEN FRAME AND RINGS X1.3' BT. WEAR 6' Metal fence post Y BASE IM BARRIER over top of water main. SEE DEATAL 2109 No. H-10361 Curb box with 1 1�4' IW7PE OR standpipe am staDorwry rod No. 8-5160 i s PRECAST CONCRETE Water Service 2'X2' MARK �1/2 PPE DMMEIER MIN. SEE NOTE 2. i` 1'%1' Corporation Cock 1' Type 'K' Copper ADJUSTING RINGS RINGS SHALL BE SET ON ABS GRAVITY MAIN Water Main NOTES: SEALANT OR APPROVED EQUAL'S* Do not plug end of curb stop. THICK CONCRETE Add 6' crimped pigtail to curb stop. 27" COLLAR NOTE: 2 -PIECE COVER RISER RI GS ARE NOT ALLOWED. BIT. WEIR COURSE ADJ. DETAIL CASTING SHAND ALL SHALL INCL RSELFS2ERAUNG VARIES ADD MASTIC MTYP� DS STAMPED SANIITTAARYY SEWER OR BETµREN FRAME STORM SEWER AS APPROPRIATE WITH TWO AND RINGS CONCEALED PICK HOLES _ BIT. BASE OR BINDER MIN. (2-2- ADJ. RINGS AND !: MAX. (3-4) ADV. RINGS :Ta HDPE OR (1-2' RING WITH PRECAST CONCRETE MORTOR = 0.2') - ADJUSTING RINGS IM BARRIER 27' 4 THIP( CONCRETE SEE DEATAIL 2109 COLLAR BIT. BASE OR BINDER COURSE ADJ. DETAIL OTES 11.. PRECAST CONCRETE ADJUSTING RINGS SHALL BE BEDDED WITH 1/4• TO 1/Y MORTAR. 2 HDPE ADJUSTING RINGS SHALL BE BEDDED WITH SEALANT MANUFACTURED BY LADTECH INC. OR APPROVED EQUAL. 3. ALL ADJUSTS SHALL INCLUDE NEW RINGS FROM CASTING TO CONE. 0WIN MANHOLE CASTING AND ADJUSTING DETAIL i VwI 2-13 ENGINEERING DEPARTMENT PLA[ ML 2110 Rf NWL O:;P 10 4RIPPAP 1L 4 13 PLAN RIPRAP REQUIREM NTS BOME PIPE DIA. RIPRAP REQUIRED ViANULAR a -I TO ND •' 27' TO 33' 14 to 20 CY Ci LAYERS OF 50OX MIRAR 36' TO 48' 23 to 38 CY CL3 FABRIC OR EQUAL W AND UP 62 CY and up 0-4 (One cubic yoral is approximately ZOM Il 2' RIPRAP Granular Filter (MNDOT .• SECTION NTS RIPRAP Granular Filter (IANDOT 3601.28) TI I RIP RAP hlF ll.' iDETAIL Street PL Material, nnpocted to Variable 7.5' Minimum cover required 6' Metal fence post No. 6860 denoting curb box. over top of water main. Top 6' painted blue. No. H-10361 Curb box with 1 1�4' detall plate 2201. standpipe am staDorwry rod No. 8-5160 i s 3. The Bottom of the Trench Shall be Shaped to Flt the Pipe Barrel far at Water Service 2'X2' MARK �1/2 PPE DMMEIER MIN. SEE NOTE 2. i` 1'%1' Corporation Cock 1' Type 'K' Copper SANITARY SEWER Concrete Block Support GRAVITY MAIN Water Main NOTES: 1. Do not plug end of curb stop. 2. Add 6' crimped pigtail to curb stop. 3. The copper service line behween the main and curb tax The Surface to Greater Than 8'. shall one contlo Ilex piping, will not be permitted 4. at iamete z 1" imide diameter. Corporation Wick to be I' be 5. I Sedtllee required DIP or smaller mains and all mains 2. ' r and all mains tY or larger. 6. Saddles when required shall Ford double strap. 7. Stainless steel saddles required an all f'VC Watermain. ed I wet 26' �9 TYPICAL 0 No. H-10361 WATER 4-0 Typ. �� SERVICE 115151912 -11 27" ENGINEERING DEPARTMENT NATE M0` 1005 AE NNCG SPE 1006 Use MNDOT 3149.2A - Growler Borrow lite bottom of the trench MIaI be ah�ped to M Lha p banal for at boat 50>< of tM ouleitle tliometer Poe Da. x 0.5 Min. NOTES. 1Whim existing soil conditions are not acceptable fu backfill and/or compaction in the pipe zone, pipe beading and backfill shall be used as stimm above. 2 A wells engineer will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material shall be accordance with MNDOT 3149.211 course It aggregate. Qff Of I PIPE BEDDING IN POOR SOILS REASm:2-10 ENGINEERING DEPARTMENT NATc Ra 2201 FILL N G 9' See City Plate No. 3107 for ripmp placement. 6 9e 2 t18 bolt fast.. IOC pint Install at 60' from tap or bottom of pipe. ISOMETRIC HIS 11. All Reinforced Concrete Aprons shall be furnished & Installed without Trash Guards 2 All new Reinforced Concrete Aprons an new pipe shall be tied back 3 pipe lengths back from apron. 3. NI new Reinforced Concrete Aprons on existing pipe shall be tied to the first pipe adjacent to the apron. * 1117 of FLARED END SECTION l�inc l PUTS ENGINEERING DEPARTMENT 3108 OBOP UD Material, nnpocted to 958 of the Standard 7.5' Minimum cover required ares Tyler No. 6860 .. .. Varies 1� rl r > over top of water main. Mueller No. H-10361 I. the pipe zone, pipe bedding and backfill shall be used as shown on detall plate 2201. Baby -Ste -Croix No. 8-5160 provitle Vahe Stem Risers 3. The Bottom of the Trench Shall be Shaped to Flt the Pipe Barrel far at Least 508 of the Outside Diameter. 2'X2' MARK �1/2 PPE DMMEIER MIN. SEE NOTE 2. To Within 6' Of The Surface SANITARY SEWER IN GOOD SOILS GRAVITY MAIN N The Distance From RE�110 ENGINEERING DEPARTMENT Mau. 2202 The Top Nut Of The Val" To Neefeh R3067 -V casting and SERVICES TO BE USED IN COMM WTD( II �LMK n The Surface to Greater Than 8'. 6" precast reinforced concrete slab. Grade Vad. NOTES 1. TOP 2. WHEN SANITARY SEWER SERVICE IS NOT ACCOMPANIED BY A WATER SERVICE IN concrete adjustment rings with full Adjust top to 3/4' below Tyler No. 6860 26' CLEANOUT REQUIRED ON PRIVATE PROPERTY IF DISTANCE FROM MAIN TO HOUSE grate. Boz W be set to Mueller No. H-10361 26" 4-0 Typ. provide 12" of adjustment. Bibby -Ste -Croix No. V13502 27" 6' precast reinforced concrete slab. TYPICAL SANITARY Varies ' 6"Min. base SEWER SERVICE Tyler No. 6860 ENGINEERING DEPARTMENT F1AaE Na. 2001 qc G MUNer No. H-10357 EXTENSION 1. Steps shall be provided in all catch basin/manholes and storm sewer manholes. Bibby -Ste -Grob, B-5001 Tyler No. 58 14" No Nock structures are allowed. Gate wive box, screw type, 4. No. 59 18' each 4' of depth greater than 14', 3 piece. 5 1'edsize -m No. 60 24" STORM SEWER CATCH BASIN G bon, Y ex -8 extenndeded , Mueller No. 58 14" (IPIIIP J6 round base No.: No. 59 20' ENGINEERING DEPARTMENTHATE 3101 Bibby-Ste-Cmix VB520 No. 57 9'LV _ ale Adapter. 1/4" V9521 No. 58 14"th Protective VB522 No. 59 20". 1/2' RubberV8523 No. 60 26' the outside and inside. Installed Betweente nd NTE: Valve AndBOTTOMa1w W black structures; are allowed. Adapter.Tyler Minimum slob thickness. 6" for 14' I No. 6860 6Mueller depth. Increase thickness 1" for Try 6 No. H-10361 65'eller each 4' of depth greater than 14•, or AmericanBibby-Ste-Cmix No. VB516 60'w Control60n SECTION No drain Teles M Wedge Valvetortnin, CATCH BASIN to AW WAVal" and Box - be515-W MANHOLE Standardsplastic wrapped per NI StainlessaAaE section 2.03a ENGINEERING DEPARTMENT el Nuts 8 Bolts.17� MIIC FILEG 18'X18•%8' Concrete me& WIN TYPICAL GATE VALVE AND BOX INSTALLATION REWSED:z aB ENGINEERING DEPARTMENT PIAIE Na- 1006 FILE NAME QG SPECS ,006 Compacted Normal FII Material, nnpocted to 958 of the Standard Proctor Density and yymte Neenah r T . .o _ ..:...• :. .. .. Varies 1� rl r > I l - 1 1 I-1 11-1 I HFI r Sh°peal NOWroI Ground to pipe NOTES: I. When existing sol conditions are not acceptable for backfill and/or compectim I. the pipe zone, pipe bedding and backfill shall be used as shown on detall plate 2201. 2 A soils engineer will be required to determine the depth of the pipe fwndstlon embedment material If needed. Pyx foundation material shall be accordance with MNDOT 3149.214 course filter aggregate. 3. The Bottom of the Trench Shall be Shaped to Flt the Pipe Barrel far at Least 508 of the Outside Diameter. 2'X2' MARK �1/2 PPE DMMEIER MIN. SEE NOTE 2. PIPE BEDDING SANITARY SEWER IN GOOD SOILS GRAVITY MAIN RCP & DIP RE�110 ENGINEERING DEPARTMENT Mau. 2202 FILE NWEc sirs See City Plate No. 3107 for Hpmp placement Tx last 3 pipeints. - Use 2 tie bait fasteners pe pint. Install at 60' frau top or bott. of pipe. Provide 3 anchor dips to fasten Trash Guard to Fared End Section. Hot dip galvanize atter fabrication. Anchor both sides. ISOMETRIC TRASH GUARD SIZING Pipe Size Bare H' Baits 12'-16' 314'e 4' S/8' 21'-42" 1 f 6' 314' 48"-72' 1 1/4'0 12' 1 NOTES: 1. AI Reinforced Concrete Aprons shall be Furnished and installed with Trash Guards. 2 All new Reinforced Concrete Aprons on new pipe shall be ted back 3 pipe Il back Tran apron. 3. At new Reinforced Concrete Aprons on existing pipe shall be tied to the first pipe adjacent to the apron. off of FLARED END SECTION AND TRASH GUARD REVISED: 2-ae eNGNeTfWD DS`AnMSNr PURE xo.: 3108 FEE s m Noll 1. MEGWLGs 10BE USED L MERHAT AJ- JCWITS 2 AND VINCTlE 9IZX UIaIX NL IaTE VKN5 uD NYMINR �•� IIllII �I� •■T- 3 THRUST aN HYDR AT ALL Tm5. BfTNDS AND AT aln1w XYLMNnM. 4. Au FITTNts, ins, AID ears SMALL BE SPRAYED USING A BITAaXQ15 COAL TM MAT SDPPIm BY THE TIRE MANLFACTAFIt. S BIDOaD ACA48T UdSTIRem SIMS E�IIIIID TYPICAL �p1�14��p11�Rp� LOCATION M� LOCATION REvsEn: S --De ENGINEERING DEPARTMENT RUE MAIL C SPECS tOpp IMSA 4 CWWCTFD 3• MYFK`fGMI IN9AATKN miNsal To sFtanm NK WIEN DFP1H (TYPHAl.1. iNsrALL AsRFfAH FD °55 with uEa Lacs WATERMAIN UNDER STORM SEWER NNE: NSUTATIO SHALLLom � A JOMWer°niaT. Of 126Asr oursoE a PPE WATERMAIN /STORM SEWER CROSSING rGAssm:, 10 ENGINEERING DEPARTMENT HARE loo.. 2204 roc NYE:G G Src(s zzN X15 1. Getty to be made In (2) piece, z N mem Ona what-aWp.e-aawnn.d se. Nun A -A s . OD .. F 1leW not st" saamwe Reykw (S) Pb Gete Pr GmFS see P'1WM we .. •� way (4)1/2- 0-15 1INC Hex Head Stwel Sieh Bane with Nns as waw,as 1/4'sties Flats B9)E8 1. stroma pies beddeq 1.yred m ban ast s Duet pp•W 2 TM me= Jena ur tea tl• bol !p•bnr• pieRei POND OUTLET =d CONTROL STRUCTURE REWSID:1 Io ENGINEERING DEPARTMENT ' ta.. 3109 FTIE xec¢ V.T1°s NOTE 1- V Grate Shown 2- VB Crate Shown shall W used at all low point. Fax of Curb - Direction of now PLAN CL PL 24x36' slab opening for Neenah VARIABLE and yymte Neenah FENCE FILE NO. 37865-001 9. POSTS m z WfE PLUGGED EN 3" radius curb boz. 1/8 BEND a DLS CHECKED BY 6' PVC SDR -26 PIPE MIN. SLOPE 1/4' PER FOOT aide of wtchbasin. 1- V Grate shown Frei wncrete or 2'X2' MARK �1/2 PPE DMMEIER MIN. SEE NOTE 2. Neenah RW67-V axwUn9 and SANITARY SEWER Top of Curb GRAVITY MAIN PLAN Minimum of 2 maximum of 5-2' 8' Conc. collar SANITARY SEWER SERVICE CONNECTION DETAIL Minimum of 2-2', Neefeh R3067 -V casting and SERVICES TO BE USED IN COMM WTD( II �LMK n maximum of 5-2' 6" precast reinforced concrete slab. MAINS FOR DEPTH OF COVER 16 FEET OR IFSS. Vad. NOTES 1. SOLVENT WELD ALL JOINTS. (NON CASKETED) 2. WHEN SANITARY SEWER SERVICE IS NOT ACCOMPANIED BY A WATER SERVICE IN concrete adjustment rings with full THE SAME TRENCH INSTALL A 6' HEAVY METAL FENCE POST NEXT TO 2 X 2 Precast MARKER AND PAINT TOP 6' OF POST FLORESCENT GREEN. 3. CLEANOUT REQUIRED ON PRIVATE PROPERTY IF DISTANCE FROM MAIN TO HOUSE EXCEEDS 90 FEET. 4. ALL PPE SHALL BE BEDDED ON GRANULAR BORROW 314A OR COURSE FILTER 4-0 Typ. AGGREGATE (3149H). HDPE adjusting rings, on the outside. 6" 6' precast reinforced concrete slab. TYPICAL SANITARY Varies ' 6"Min. base SEWER SERVICE x}00 ENGINEERING DEPARTMENT F1AaE Na. 2001 qc G NOTE 1- V Grate Shown 2- VB Crate Shown shall W used at all low point. Fax of Curb - Direction of now PLAN CL PL VARIES 9' Metal Fence Post r m ' N is Send as Needed Pluugq (X1,Y121) (2.Y2.Z2 0 E (Xo,Yo.oZ Alin. Slope 1/4 /Ft Limits of Excavation 2'x2' Marker Ill 8' PJC SDR -26 eye & service line. Tamped FII Too or Wye and 45• band 1 C.Y. Concrete Encasement Solitary Sewer 1.TES. 1NeM Weld all Joints. (Non Gasketed) 2. When SanitarySewer Servix is not Accompanied b a Water Service in W Y the Same Point Install a 6' Post Metal Fence Poet Ned to 2 x 2 cry Marker and Paint Top ll a Post insistent Groan. 3. The Use R Bends Shall Va Restricted 9 the Two Shown on This Detail. 4. Cleanout Required on Pmyate Property H Distance from Win to House Exceeds )C Flet 5. County Coordinates). of service Tire at any &all bantla ct ROW (in Carver Courlttf Coordinates). WIN SANITARY SERVICE RISER (GREATER THAN 16' DEEP) � SOB ENGINEERING DEPARTMENT PURIM III 2002 TYLE MWEG SPECS Catchl osin casting 24x36' slab opening for Neenah RW67-V or equal and yymte Neenah 3067-V or equal FILE NO. 37865-001 R3067 -V or equal ra Gte to be 2' below DRAWN BY 3" radius curb boz. utter grade. • tramitan curb on each DLS CHECKED BY 2- VB Grates shall be used at all low aide of wtchbasin. 1- V Grate shown Frei wncrete or Neenah RW67-V axwUn9 and HOPE adjusting rings. Top of Curb PLAN Minimum of 2 maximum of 5-2' 8' Conc. collar Voms Minimum of 2-2', Neefeh R3067 -V casting and 6 1/2" n maximum of 5-2' 6" precast reinforced concrete slab. PLAN Vad. Top of barrel section under top slab concrete adjuement 24" x 36" 3' Radius 1 concrete adjustment rings with full rings allowed with 1/ ' Precast 5" 3' minimum beds of mortar. to 1/2 beat of trailer Marks; Var Is wncrete or between eacharld a 6- thick -no,= eller 4-0 Typ. 3" Grout HDPE adjusting rings, on the outside. 6" 6' precast reinforced concrete slab. 1. Doghouses shall be ymuted on Varies ' 6"Min. base both the outsae arts imide. Doghwsee shall be t2'-1 grouted on both the SECTION Top of barrel section below top slab naide and outside. 1. Steps shall be provided in all catch basin/manholes and storm sewer manholes. 2. Casting to be totally encased in wncrete wrb section. 3. No Nock structures are allowed. 2 beads of Romnek or equal. 4. No wwtl shims aro Permitted in the adjusting rings. each 4' of depth greater than 14', AI pinta in manhole to how -m affOF STORM SEWER CATCH BASIN "0" ring rubber gaskets. am= 2' X 3' RECTANGULAR RENSm:,-,a (IPIIIP Precast concrete section No.: 5• ENGINEERING DEPARTMENTHATE 3101 TWE Hucc SPEC 1m HATE xo.: 3102 FeE xasc SPEcs hoz _ CL PL VARIES 9' Metal Fence Post r m ' N is Send as Needed Pluugq (X1,Y121) (2.Y2.Z2 0 E (Xo,Yo.oZ Alin. Slope 1/4 /Ft Limits of Excavation 2'x2' Marker Ill 8' PJC SDR -26 eye & service line. Tamped FII Too or Wye and 45• band 1 C.Y. Concrete Encasement Solitary Sewer 1.TES. 1NeM Weld all Joints. (Non Gasketed) 2. When SanitarySewer Servix is not Accompanied b a Water Service in W Y the Same Point Install a 6' Post Metal Fence Poet Ned to 2 x 2 cry Marker and Paint Top ll a Post insistent Groan. 3. The Use R Bends Shall Va Restricted 9 the Two Shown on This Detail. 4. Cleanout Required on Pmyate Property H Distance from Win to House Exceeds )C Flet 5. County Coordinates). of service Tire at any &all bantla ct ROW (in Carver Courlttf Coordinates). WIN SANITARY SERVICE RISER (GREATER THAN 16' DEEP) � SOB ENGINEERING DEPARTMENT PURIM III 2002 TYLE MWEG SPECS 24'x36' slab opening for Neenah 24x36' slab opening for Neenah RW67-V or equal CITY PROJECT NO. 3067-V or equal FILE NO. 37865-001 DLS Note: 1- V Grate shown DRAWN BY NOTE: 11 11 DLS CHECKED BY 2- VB Grates shall be used at all low DATE 1- V Grate shown Points. Neenah RW67-V axwUn9 and 2- VB Grates shall be used at all low PLAN Minimum of 2 maximum of 5-2' 8' Conc. collar Pointe. /concrete bpeetlrao�f mortar. Neefeh R3067 -V casting and HDPE adjiarLc gt n'r ga. n grate or equal. 6" precast reinforced concrete slab. PLAN Top of barrel section under top slab Minimum of 2 maximum of 5 3' Radius 1 concrete adjustment rings with full 6' Conc. molar beds of mortar. At'oints in manhole to have Marks; Var Is wncrete or Z 4-0 Typ. Precast concrete ..ban HDPE adjusting rings, 6" 6' precast reinforced concrete slab. 1. Doghouses shall be ymuted on Varies ' both the outsae arts imide. t2'-1 Top of barrel section below top slab E equal, 16' o.c., Aluminum steps to ha" flat top edge sealed with E -A Minimum slab thickness, 6' for 14' 2 beads of Romnek or equal. c depth. Increase thickness 1' for xis Von" each 4' of depth greater than 14', AI pinta in manhole to how -m 4-0- Typ. "0" ring rubber gaskets. grout 2' toward invert. (IPIIIP Precast concrete section 5• fad: 2-10 Manhole steps, Neenah R198IJ or ENGINEERING DEPARTMENT HATE xo.: 3102 FeE xasc SPEcs hoz equal, 16" o.c., Aluminum steps approved. Doghouses shall be grouted on both the outside and inside. nd NTE: a`3 W black structures; are allowed. Minimum slob thickness. 6" for 14' I depth. Increase thickness 1" for Try 6 each 4' of depth greater than 14•, and reinforce with 6"x6" 10/10 mesh. SECTION No drain Teles CATCH BASIN MANHOLE WITH SUMP Rfl1am:1-10 ENGINEERING DEPARTMENT 3104 MIIC FILEG CL PL VARIES 9' Metal Fence Post r m ' N is Send as Needed Pluugq (X1,Y121) (2.Y2.Z2 0 E (Xo,Yo.oZ Alin. Slope 1/4 /Ft Limits of Excavation 2'x2' Marker Ill 8' PJC SDR -26 eye & service line. Tamped FII Too or Wye and 45• band 1 C.Y. Concrete Encasement Solitary Sewer 1.TES. 1NeM Weld all Joints. (Non Gasketed) 2. When SanitarySewer Servix is not Accompanied b a Water Service in W Y the Same Point Install a 6' Post Metal Fence Poet Ned to 2 x 2 cry Marker and Paint Top ll a Post insistent Groan. 3. The Use R Bends Shall Va Restricted 9 the Two Shown on This Detail. 4. Cleanout Required on Pmyate Property H Distance from Win to House Exceeds )C Flet 5. County Coordinates). of service Tire at any &all bantla ct ROW (in Carver Courlttf Coordinates). WIN SANITARY SERVICE RISER (GREATER THAN 16' DEEP) � SOB ENGINEERING DEPARTMENT PURIM III 2002 TYLE MWEG SPECS Add Mastic Between none Manhole Casting and Adjusting And Rings Ring (See Pate 2110) Provide IM Barris on all sanitary sews ..hole . plate 2109) Manhole steps shall be Neenah R -1981J, 16" on center. Steps Shall be on Downstream sae uoleaa Ppe Diameter is 18' or Larger NI joints in manhole to haw "0"rirlg rubber gaskets. Ino -shield external seals or as directed by the Engines. A Maximum of 2 Short Manhole 4'-0' Risers to be Used Directly Below Cone Section Ppe shall m cut out Flush 5'wsd ith ne face of wall. • / Kar -n -seal required. Fr: `.;;;r;; e:d•t: alb Precast Inerts Must be 1/2 of Pipe Diameter am Benches SECTION VIEW Sloped 2' Toward the Inert M" fair 1 'din of precast base is 6' in act deep or Ile, and increases 1' at r than 1 for eery {' of depth greater than 14'. NOTE 1. Nor -n -seal manhole or equal considered acceptable alternate. 2. NI dog houses shall be grouted on inside and outside. 3. When the manhole or catch basin structure ie constructed outside the tmwled roadway a eitness past and sign (MH) shall be installed next to the manhole. 4ll1 Vi STANDARD mom MANHOLE Reviser: z-,5 ENGINEERING DEPARTMENT HATE FTE VINE G: SPECS m 2101 DESIGNER NO. BY DATE REVISIONS 24'x36' slab opening for Neenah I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS O THE STATE O MINNESOTA. RW67-V or equal CITY PROJECT NO. DETAIL SHEETS VISTAS AT B E N TZ FARM HOMESTEAD PARTNERS, LLC. FILE NO. 37865-001 DLS Note: 1- V Grate shown DRAWN BY CHANHASSEN, MINNESOTA 11 11 DLS CHECKED BY 2- VB Grates shall be used at all low DATE NATHAN R. HERMAN, P.E. L' Date: S Lic. No. (%7BZ Points. Neenah RW67-V axwUn9 and 9 rate or equal. PLAN Minimum of 2 maximum of 5-2' 8' Conc. collar adjustment riga with full /concrete bpeetlrao�f mortar. HDPE adjiarLc gt n'r ga. n 6" precast reinforced concrete slab. Top of barrel section under top slab to have Nat top edge cooled with 2 beads of Ramnek or equal. At'oints in manhole to have Marks; Var 0' ring rubber gaskets. Z 4-0 Typ. Precast concrete ..ban NOTES: 3• 1. Doghouses shall be ymuted on both the outsae arts imide. 2 W Nock shucture t are allowed. Manhole steps, Neenah R1981J or equal, 16' o.c., Aluminum steps approved. -A Minimum slab thickness, 6' for 14' depth. Increase thickness 1' for se each 4' of depth greater than 14', and reinforw with 6•x6' 10/10 mesh. Grout bottom of manhole to 1/2 SECTION diameter at pipe and slope grout 2' toward invert. (IPIIIP TYPICAL 4' DIAMETER CATCH BASIN MANHOLE fad: 2-10 ENGINEERING DEPARTMENT HATE xo.: 3102 FeE xasc SPEcs hoz Add Mastic Between none Manhole Casting and Adjusting And Rings Ring (See Pate 2110) Provide IM Barris on all sanitary sews ..hole . plate 2109) Manhole steps shall be Neenah R -1981J, 16" on center. Steps Shall be on Downstream sae uoleaa Ppe Diameter is 18' or Larger NI joints in manhole to haw "0"rirlg rubber gaskets. Ino -shield external seals or as directed by the Engines. A Maximum of 2 Short Manhole 4'-0' Risers to be Used Directly Below Cone Section Ppe shall m cut out Flush 5'wsd ith ne face of wall. • / Kar -n -seal required. Fr: `.;;;r;; e:d•t: alb Precast Inerts Must be 1/2 of Pipe Diameter am Benches SECTION VIEW Sloped 2' Toward the Inert M" fair 1 'din of precast base is 6' in act deep or Ile, and increases 1' at r than 1 for eery {' of depth greater than 14'. NOTE 1. Nor -n -seal manhole or equal considered acceptable alternate. 2. NI dog houses shall be grouted on inside and outside. 3. When the manhole or catch basin structure ie constructed outside the tmwled roadway a eitness past and sign (MH) shall be installed next to the manhole. 4ll1 Vi STANDARD mom MANHOLE Reviser: z-,5 ENGINEERING DEPARTMENT HATE FTE VINE G: SPECS m 2101 DESIGNER NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING16e FROM ILLEGITIMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS O THE STATE O MINNESOTA. o`+e; S�1 L11 1u= P N SATHRE-BERGQUIST INC. 0 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 N CO ' FR P cti CITY PROJECT NO. DETAIL SHEETS VISTAS AT B E N TZ FARM HOMESTEAD PARTNERS, LLC. FILE NO. 37865-001 DLS -- DRAWN BY CHANHASSEN, MINNESOTA 11 11 DLS CHECKED BY DLS DATE NATHAN R. HERMAN, P.E. L' Date: S Lic. No. (%7BZ 05/05/04 i I , 1 I 1 1 , 1 I 1 I, 1 1 I I 1 II 1 p I 1 W � 1 � II 1 1 11 1 DRAWING NAME NO. I BY I DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I SERs BASE-BENTZ GP Grading Plan EC DRAWN BY UP Utility Plan TS SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE 42 ` - - - - - - PARCEL BOUNDARY LINE NATE HERMAN SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF, THE STATE Of MINNESOTA. 4? NRH -- ---- ------ -- RIGHT-OF-WAY DRAINTILEWICLEANOUTS --------------------------------------------- ----- �----- BACKYARD CATCH BASIN N 0 iy INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. CATCH BASIN -- CHECKED BY ---------------------------------------------SATHRE-BERGQUIST, STORM SEWER MANHOLE 30-�-i� INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE RSM Z� USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING O N NATHAN R. HERMAN, P.E. �i758 L --------------------------------------------- DATE --- ---- ----- ---------------------------- FROM ILLEGITIMATE USE. otifRs -yyM WM- WELL O O DRAIN FLOWIRUNOFF ARROW Date: OS S Lic. No. 05/16/14 eoF SOIL BORING LOCATION 0 SILT FENCE LOCATION MAP z... 4 J .•- C! RDa' SOYV�,p.Q�LA. 1) x` R U 4yf u �9 10 y O a DRT FARM RD Nle SAO = Harrison p ,: �a' ta• HA RISON Lake = A.r�L.1Y� i HILL CT. o v av GUNFLINT RE FOX a x u CT. 41 nj F '"VT 1y (psGAi g�vtO ER S CA - Ta. ' MAJESTIC WAY i 4�'N ILL a J o m - u u ` SITE BRjA4(ER ST. o Ir(iRy Ta. 'O ♦ LN T CURVE a V A CLOVER CT. RY CIR, c BANEBERRY MAY. F- 41 .J 11 M QJ s S. II �w4 BERRY '^ HORY� MAY POPPYLLP �� IJ L BLUE SAGE LA. 78th �O 9. aN RATE SHEET INDEX TABLE SHEET Description SP Site Plan ALTA ALTA/Existing Conditions PP Preliminary Plat GP Grading Plan EC Erosion Control Plan UP Utility Plan TS Tree Survey BUILDING SETBACK BOUNDARY toms@homestead-partners.com SYMBOL LEGEND DESCRIPTION PROPOSED EXISTING MINOR CONTOUR HOMESTEA" RS -- MAJOR CONTOUR WAYZATA, MN 55391 HOPKINS, MN 55343 LOT UNE CONTACT: FAX: (952) 476-0104 WATERMAIN VVM WM BUILDING SETBACK BOUNDARY toms@homestead-partners.com - - - - - - PARCEL BOUNDARY LINE NATE HERMAN DRAINAGE AND UTILITY EASEMENTS ------------ ------------ CURB AND GUTTER -- ---- ------ -- RIGHT-OF-WAY DRAINTILEWICLEANOUTS - - - - ----- �----- BACKYARD CATCH BASIN N 0 iy BB CATCH BASIN -- STORM SEWER MANHOLE 30-�-i� FLARED END SECTION W/RIP-RAP STORM STUCTURE LABEL Z� SANITARY STUCTURE LABEL O O SANITARY SEWER MANHOLE �--�- HYDRANT _wM -WM_-4-wA- GATE VALVE -WM WM -yyM WM- WELL O O DRAIN FLOWIRUNOFF ARROW EMERGENCY OVERFLOW SWALE eoF SOIL BORING LOCATION 0 SILT FENCE - -- - - - - -- - - - TREE PRESERVATION FENCE - - - - - - BARRICADE ® OR 1!101�111 Ti" OR SPOT ELEVATION , 90.0 TBC SPOT ELEVATION •®m�� UTILITY POLE LIGHT POLE HANDICAP PARKING SPACE El I SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 CITY PROJECT NO. CHANHASSEN MINNESOTA 50 25 0 25 50 100 ❑❑❑❑Ll SCALE IN FEET PREPARED BY PREPARED FOR SATHRF-BERGQUIST, INC HOMESTEA" RS 150 S. BROADWAY 525 15TH AVENUE SOUTH WAYZATA, MN 55391 HOPKINS, MN 55343 PHONE: (952) 476-6000 CONTACT: FAX: (952) 476-0104 TOM STROHM (952)294-2113 http:/Iwww.sathre.com toms@homestead-partners.com CONTACT: NATE HERMAN nherman sathre_com Zoning: Proposed Zoning - RSF (Shoreland District) 25% Max Impervious Min Width - 90 It Min Area - 15,000 sf Fysb - 30 It Sysb - 20 ft Total - 10 ft Min Rysb - 30 ft Proposed Zoning - RLM (Outside Shoreland District) 35% Max Impervious Min Width - 50 ft Min Area - 9,000 sf Min Depth - 110 ft Fysb - 25 ft Sysb - 15 It Total - 5 ft Garage Rysb - 25 ft 60' Row - 31' B -B Streets j Wetland: On-site Wetland is a Manage 2 Manage 2 Wetalnds Buffer - 20ft Buffer Setback - 30 ft Bluff Creek Overlay District: Site is within the Primary Corridor of the Bluff Creek Overlay District. i Setback from Corridor - 40ft Total First 20 ft - No Disturbances Second 20ft - No Structures As directed by the City of Chanhassen, the boundary for the Bluff Creek Overlay District is the !! edge of wetland. Corridor setbacks are taken from the wetland edge. * - Lot is within Shoreland District OFCAANHAS3E' RECEIVED MAY 16 1014 CNMW `IEIN PLANNING -IF 3 f• EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. FILE NO. PRELIMINARY SITE PLAN 37865-001 VISTAS AT BENTZ FARMS 7SP HOMESTEAD PARTNERS, LLC. 1 w n A r- A n n\ A CAST IRON MONUMENT gN (S88003'20"W) I V I v v v ® CATCH BASIN gS89018'51"W 44.93 FLARED END SECTION oUMINoM FENCE DQ GATE VALVE C ]uT 1 0 FND IP 20751_ _ C] FND IP 1/2" OPEN FND IP 20261 Z.3 if HYDRANT m O SURVEY MONUMENT SET ', = NCE IN DISREPAIR <` z p \ 16 Z r, • SURVEY MONUMENT FOUND m O o r2, POWER POLE 11 95 O o C] 9�4t'-,t 14 0 0 QS SANITARY MANHOLE _Z �` 9'iY '< 13 SANITARY CLEANOUT -� SIGN c d 4.9 STORM DRAIN 9`�3 Y1` ,T ® STORM MANHOLE ( a M1�A m \l7 ` \"� 59p 1° Z N Lli\ \ I r a r !L r r ra hcf 7H q51> \ f,9 O WF- 6 a 1.0- r\ .0 n 5 INV - Bb 1INV= (N88°03 - Y 960.8 18a L2q�by FND IP 968.6 N89° O „0, I N`__FASEMENT FOR ROADWAY PER DOC. N0. 101284 F- M r _ _ PARCEL 2 (fl . a a k <I r I r _ a r a r a Igoe Y6\ 453 N r r r r 5° 5 bo o sop o 2 .3u O r r r a a r 9 W SEPTIC `D a a a a r a b I a \ 95'1 Y59 EXISTING HOUSE C) ®SB 5 W I OD g5po\`'R+ C] o a _ _ _ _ r _ a N a r> 5, PARCEL <L0 i 3` o `\ 1 1 o O a r A. _ _ .. _ _ r r .� � a . ` q5a� \.Ifi LIJ v O W _ WETLAND 6 _ O <� 9SY\ 'L Z r a a �' 5,p\5 9�l \ 9 `�� (S88°03'20"W) (N88°03'20QE) 404.93i ��kkk,,, ♦ L'TA9- ,o�` (S88003'20"W) 1190.41 x 96'1 Ya9 ,S^3•,�F.�O> a . a r a _ r _ r r r•ttt- SryF r3 INV= )s- '\ O OF 953.5 O\a Q• I a a r a a r a A. a r a r a _ r A. r a a A, 1g51,S Y41 Q 9 ��F' 9--- ` \ \1 9bk \'\9 S 1 9 CIO 4` 'TZ 13T ifs x�I 531 \ ab •110 \ a 05 5.5 )\"\ 1 14 1 31 1,5 9515 111:_, r r 9S - \' r r r r r r WET I-44 q�� \ \} - 953.4 i 953.4 WET 1-41 WET 1-43 A 953.3 Ld _ _ _ _ _ _ _ / WET 1-42 PARCEL 1 r / 953.3 �r r` WETLAND WET 1-40 t - -7 1 a \\ 1oji}6 Y21 514 _/ L- _ 9 t\ I}V4_ _ _ _ WET I-39 LL I r 1 -/! C ] rn l Iyy . 1� r _ r . /9533 L7 -4 I r _ ��` \ y l" Y ifififi WET 1-38 ®SB 2 rnrn r - `>Z I 156 ' 'L9 953.2 <- m 9l WET 1-37 / L C] � I ' -� I 3C1 L_ I 0= 1 1 } � 6 /LIJ) ! m I 9•` �\Y91 \ \ l/�� rr1 I _r", 6 yS°Y� - 953.2 x I5n Y r°9a\ 1k1 eF� 4 WET I-36 /! 76.6 A. %1 �' _ _ x S \'\ S7 ° �\ r 9511 16x " ( WET 1-36 (vi-eQ' -0) 177 F 19A 4g E 9�3; Y33'\ . /'b, \-sp ® SB 3 SURVEY LEGEND DESCRIPTION OF PROPERTY SURVEYED (Per Schedule A of the herein referenced Title Commitment) W A/C UNIT �. BITUMINOUS ParcelI(Per Schedule A of Title Commitment No.HB-27384} © CABLE TV PEDESTAL That part of the West Half of the Southwest Quarter of Section 10, Township 116, Range 23, Carver County, Minnesota, described as follows: - CONCRETE CURB 13 ELECTRIC TRANSFORMER 0 ELECTRIC MANHOLE _� CONCRETE Commencing at the west quarter comer of said Section 10; thence on an assumed bearing of South 1 degree 56 minutes 40 seconds East along the west line of said Southwest Quarter, a distance of 1,213.40 feet to the point of beginning of the track to be h 1 minutes 40 seconds East along said west line of the Southwest, a distance of 455.48 feet thence South 7 r m' second East a distance f 177.77 n described; thence continuing Sout degree 56 g 9 degrees 32 mutes 20 5 d sta ce o feet; the ce South 86 degrees 0 ELECTRIC METER - - ELC ELECTRIC UNDERGROUND 32 minutes 20 seconds East, a distance of 100.40 feet; thence South 78 degrees 32 minutes 20 seconds East, a distance of 194.14 feet; thence South 74 degrees 32 minutes 20 seconds East, a distance of 150.00 feet; thence South 47 degrees 17 minutes 0 GAS METER -x-x- FENCE 20 seconds East, a distance of 75.43 feet; thence North 82 degrees 42 minutes 40 seconds East, a distance of 74.98 feet; thence South 58 degrees 17 minutes 20 seconds East, a distance of 84.58 feet; thence South 89 degrees 17 minutes 20 seconds 0 GAS VALVE - Fo FIBER OPTIC UNDERGROUND East, a distance of 164.63 feet; thence North 18 degrees 17 minutes 40 seconds East, a distance of 259.05 feet; thence northerly a distance of 469.80 feet along a tangential curve concave to the West, having a radius of 3452.34 feet and a central angle of 7 degrees 47 minutes 49 seconds; thence South 88 degrees 03 minutes 20 seconds West along a line not tangent to said curve, a distance of 1190.41 feet to the point of beginning. ® SOIL BORING -GAS GAS UNDERGROUND 8 TELEPHONE MANHOLE -OHU OVERHEAD UTILITY Parcel 2 (Per Schedule A of Title Commitment No. HB -27364} ❑T TELEPHONE PEDESTAL SANITARY SEWER That part of the Northwest Quarter of the Southwest Quarter of Section 10, Township 116, Range 23, Carver County, Minnesota described as follows: STORM SEWER g y g beginning of the tract to be ® UTILITY MANHOLE � � Commencin at the West Quarter comer of said Section 10; thence on an assumed bearing of South 1 degree 56 minutes 40 seconds East along the west line of said Southwest Quarter, a distance of 651.25 feet to the point of - TEL TELEPHONE UNDERGROUND described; thence continuing South 1 degree 56 minutes 40 seconds East along said west line of the Southwest Quarter, a distance of 562.12 feet to a point 1,213.40 feet distant from said West Quarter corner of Section 10; thence North 88 degrees 03 ❑u UTILITY PEDESTAL minutes 20 seconds East, a distance of 464.93 feet; thence North 1 degree 56 minutes 40 seconds West on a line parallel to said west line of the Southwest Quarter, a distance 562.15 feet; thence South 88 degrees 03 minutes 20 seconds West, a distance ®- uI UTILITY UNDERGROUND of 464.93 feet to the point of beginning.he East 466.15 feet of the South Half of the Southwest Quarter of the Southeast Quarter of Section 30, Township 120, Range 22, Hennepin County, Minnesota, as measured along the South line thereof. WELL I WATERMAIN Parcel 3 (Per document no. 101284)- IThat part of the Northwest Quarter of the Southwest Quarter of Section 10, Township 116, Range 23, Carver County, Minnesota, described as follows; Commencing at the West Quarter comer of said Section 10; thence on an assumed bearing of South 1 degree 56 minutes 40 seconds East along the west line of said Southwest Quarter, a distance of 1213.40 feet; thence North 88 degrees 03 minutes 20 c I _ the in beginning of the tract to be described thence North 1 degree 56 minutes 40 seconds West on a line parallel to said west line of Southwest uarter, a distance of 289.19 feet thence North 88 degrees 33 I � I _ � seconds East, a distance d 464.93 feet to point of eg ng deg p the S Q eg ^� 03 minutes 20 seconds East, a distance of 777.13 feet; thence South 6 degrees 43 minutes 00 seconds West, a distance of 66.03 feet; thence southerly a distance of 227.81 feet along a tangential curve concave to the west having a radius of 3,452.34 feet INV IL and a central angle of 3 degrees 46 minutes 51 seconds; thence South 88 degrees 03 minutes 20 seconds West, a distance of 725.48 feet to the point of beginning. This track contains 5.00 acres of land and is subject to nghtof-way in existing county road 975=8 INV 3 and subject to roadway easement over the North 30.00 feet thereof and any and all easements of record. 777.1 DRIVEWAY _ J 3 _ J ALTA/ACSM OPTIONAL TABLE A NOTES ,., INV= oo (The following items reference Table A optional survey responsibilities and specifications) _ _974.8_ Q ^ o <_ !O SB 4 � y _� 2) Site Address: Parcel 1: 7300 Galpin Boulevard, Excelsior, MN 55331, Parcel 2: 7300 Galpin Boulevard, Excelsior, MN 55331, Parcel 3: 7280 Galpin Boulevard, Excelsior, MN 55331 r� C _ x ' m Th a o lie within Zone C area of areas outside the 1 ercent annual chance floodplain, areas of 1 % annual than sheet flow flooding where avers a depths are less than 1 footareas of 1 annual I �> 3) Flood Zone Information: a subject property appears t t o ,( -p p u chance set o g p , % a ua �> chance stream flooding where the contributing drainage area is less than 1 square mile, or areas protected from the 1 % annual chance flood by levees. No Base Flood Elevations or depths are shown within this zone. Insurance purchase is not required in these zones) and Zone A (Areas with a 1% annual chance of flooding and a 26% chance of flooding over the life of a 30 -year mortgage. Because detailed analyses are not performed for such areas; no depths or base flood elevations are shown within M I these zones.), per the National Flood Insurance Program, Flood Insurance Rate Map Community Panel No. 2705100056, dated September 2, 2004 as acquired from the Federal Emergency Management Agency Web Site. 8 QI 4) Parcel Area Information: n X I PARCEL 1: Gross: 637,924 sq. R - 14.645 acres to cl I Wetland: 181,250 sq. R - 4.161 acres n RAM 23.908 sq. R - 0.549 acres �INet: 432,768 sq. R - 9.935 aces d0 PARCEL 2: Gross: 261,364 sq. R - 6.000 acres f\ N 1 Wetland: 177.739 sq. R - 4.080 saes RAM 0 sq. R- 0.000 some \� Net 83,625 sq. R - 1.920 some i.48 ' ' �� PARCEL 3: Gross: 217,809 sq. R - 5.000 suss Wetland: 18,386 sq. R - 0.422 aces I � \ i RM/: 9,655 sq. R - 0.222 acres Z ' Net 189,768 sq. R - 4.358 aces / U / TOTAL: Gross: 1,117,097 sq. R- 25.645 aces TNH= ��''''''ppp Wedand: 377,375 sq. R- 8.663 some 989.2 7 O RW. 33,553 sq. R- 0.771 aces Net: 706,159 sq. R- 16.211 saes ;HED / FND IP 24764 / 5) Site Elevation: Elevations are based on MN/DOT Geodetic Database Station Name: Excelsior AZ PAY, which has an elevation of: 1025.762 feet (NAVD88). p SHED / ^ 1� 0 Q # / 6) Existing Zoning: The current Zoning for the subject property is A2 (Agricultural Estates District) per the City of Chanhassen's zoning map dated January 14, 2014 along with partial zoning in BC (Bluff Creek Overlay District). W Q �-f 23.7,0 14.1 57. O �/ 3 FEND IP 24764 J Please note that the general restrictions for the subject property may have been amended through a city process. VVe could be unaware of such amendments if they are not in a recorded document provided to us. We recommend that a zoning letter be ® _ obtained from the Zoning Administrator for the current restrictions for this site. ry 56.0 We have not received the current zoning classification and building setback requirements from the insurer. EXISTING HOUSE / M 11)(a) Utilities: We have shown the location of utilities on the surveyed property by observed evidence only.There may be underground utilities encumbering the subject property of which we are unaware. �� 19) Wetland Data: The Wetland delineation was preformed by Arrowhead Environmental Consulting and the delineation flags were located on August 7, 2013. b, __J T / �( SURVEY REPORT INV- / ' This map and report was prepared with the benefit of a Commitment for Title Insurance issued by Custom Home Builders Title, LLC as issuing agents for Old Republic Title Insurance Company, File No. HB -27384. dated December 2, 2013. 976.3 ®SIL INV- / 1) We note the following with regards to Schedule B of the herein referenced Title Commitment for Parcels 1 and 2: 3.4 // \ a) Item nos. 1-10 are not survey related. 3 \ / \ b) Item no. 11 Subjectto Galpin Boulevard (County Road No. 117) as laid out and traveled. Please note that we have shown the right-of-way of Galpin across the easterly portion of the site. We have surveyed it as a right-of-way that extends 33 feet west from the center line of the traveled road. This is per the histo \ practice of providing 66 feet of rightof--way on roads that develop via prescriptive rights. Based upon contemporary case law this right-of-way could be construed to be of more or less width based upon a determination of what ar is actually being utilized for highway purposes including drainage and slopes. c) Item no. 12 Terms and conditions of Minnesota Department of Transportation Right of Way Plat No. 10-08, filed March 3, 2000, as Document No. 265755. Unable to show information related since documentation was not provided. INV= d) Item no. 13 Terms and conditions of document entitled In the Matter of the Condemnation of Certain Lands for Trunk Highway Purposes, Partial Final Certificate; dated May 9, 2002, filed May 10, 2002, as Document No. A315501. Unable to show { \ 684 ! J information related since documentation was not provided. tf• i C / e) Item no. 14 A portion of the property contains wetlands which may be subject to federal, state, or local regulation. The right to use or improve these wetlands is excepted herein. See note #19 of Table A Notes. 77 _ (s� a .14 •R g, �6. INV - S;7801 ` So `( 61/ 100.40 - s 3220 E) 9531 \'� Q _JINV= 9 P� 965.8 � Q \ 2) We have surveyed Parcel 3 without the benefrt of a title commitment there maybe easements of recorded encumbering this parcel that are not shown hereon. (s7so32.20',�E S85°16'49"E _ _ ryINV= 952.1 / o 0!:1' Y Q / 3) Along the westerly boundary line of Parcels 1 and 2, there is an overhead utility line, we are unaware of any easements for this utility. -� (586032'20"E) _ r sSD.s t N j4) Along the easterly boundary line of Parcel 2 the adjoiner has a plastic fence over the property line, as shown here on. FIELD CREW NO. BY DATE JAA DRAWN BY DBP, JML CHECKED BY DBP DATE 05-14-14 1So0 \ C _ o w Cb 0 S73o16 AINV= INV= �J� Z ; /� \ / 5) Along the northerly boundary line of Parcel 3, there is a gravel driveway that services the house on the parcel 3 that encroaches onto the adjoiner without an easement shown hereon. 49 Jv f Op 960.6 go m _ > 322p C) F ISR ��` \ CRfek CERTIFICATION 6'0 • 5r rsA,)07- 74.98 " ' INV= 33 / �r�j/ \ / To Homestead Partners, LLC, Custom Home Builders Title, LLC, and Old Republic National Title Insurance Company: 5. 1i 2O'0' N83°5811 E ` \ , 948.5 <J ` (NB2042'40"E) 191 - This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2011 Minimum Standard Detail Requirements for ALTA/ACSM Land Title Surveys, jointly established and adopted by ALTA and NSPS in 2011, and S8 - „RCP / includes Items 1 - 4, 7a, 8, 9, 1l(a), and 19 of Table A thereof. The field work was completed on August 7. 2011 `111156007 x 164.63 " Date of Plat or ap: May 16, 20 ,�• g9, S88 01 49 E ?ped F (S89017'20"E) �J 2t �f 1 NO RIof -' David B. Pemberton, PLS Minnesota License No. 40344 Bearings are owed W the Cover Courxy z v FENCE TIES ARE SHOWN ON THE coordinate System INAD e3-19asadi.) pemberton@mthre.com 0Z x W K SIDE OF THE BOUNDARY LINE THAT ED 80 40 0 40 80 160 THE FENCE IS LOCATED ON SCALE IN FEET �4t REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I hereby certify that this survey, plan or report was prepared by me or INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT under my di t supervisi and that I am a duly Licensed Land Surveyor SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT under the la of the Stat f Minnesota. SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. Dated this 1 day of May 2 14. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE. David B. Pemberton, Professional Land Surveyor Minnesota License No. 40344 TWPA 16 - RGE.23 - SEC.10 CARVER COUNTY W SATHRE-BERGQUIST, INC. m J t y 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952)476-6WO CHANHASSEN, "- �� MINNESOTA c�FRs Pt -p• ? FILE NO. ALTA/ACSM LAND TITLE SURVEY 37865-001 PREPARED FOR: AA -1 HOMESTEAD PARTNERS AA -1 g < ; V as^rte4 e, FA WJE TIC Y E S I C, I mU u N N � SITE ER ST. o Gy 1a • is yy �u-wEa c1. I T Y MMEBnMn m4) MY ¢� S[MIQMY C avruE'd4,. Yil vsu�xLL 9. M A A L ATE m � P E FIELD CREW NO. BY DATE JAA DRAWN BY DBP, JML CHECKED BY DBP DATE 05-14-14 1So0 \ C _ o w Cb 0 S73o16 AINV= INV= �J� Z ; /� \ / 5) Along the northerly boundary line of Parcel 3, there is a gravel driveway that services the house on the parcel 3 that encroaches onto the adjoiner without an easement shown hereon. 49 Jv f Op 960.6 go m _ > 322p C) F ISR ��` \ CRfek CERTIFICATION 6'0 • 5r rsA,)07- 74.98 " ' INV= 33 / �r�j/ \ / To Homestead Partners, LLC, Custom Home Builders Title, LLC, and Old Republic National Title Insurance Company: 5. 1i 2O'0' N83°5811 E ` \ , 948.5 <J ` (NB2042'40"E) 191 - This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2011 Minimum Standard Detail Requirements for ALTA/ACSM Land Title Surveys, jointly established and adopted by ALTA and NSPS in 2011, and S8 - „RCP / includes Items 1 - 4, 7a, 8, 9, 1l(a), and 19 of Table A thereof. The field work was completed on August 7. 2011 `111156007 x 164.63 " Date of Plat or ap: May 16, 20 ,�• g9, S88 01 49 E ?ped F (S89017'20"E) �J 2t �f 1 NO RIof -' David B. Pemberton, PLS Minnesota License No. 40344 Bearings are owed W the Cover Courxy z v FENCE TIES ARE SHOWN ON THE coordinate System INAD e3-19asadi.) pemberton@mthre.com 0Z x W K SIDE OF THE BOUNDARY LINE THAT ED 80 40 0 40 80 160 THE FENCE IS LOCATED ON SCALE IN FEET �4t REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I hereby certify that this survey, plan or report was prepared by me or INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT under my di t supervisi and that I am a duly Licensed Land Surveyor SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT under the la of the Stat f Minnesota. SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. Dated this 1 day of May 2 14. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE. David B. Pemberton, Professional Land Surveyor Minnesota License No. 40344 TWPA 16 - RGE.23 - SEC.10 CARVER COUNTY W SATHRE-BERGQUIST, INC. m J t y 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952)476-6WO CHANHASSEN, "- �� MINNESOTA c�FRs Pt -p• ? FILE NO. ALTA/ACSM LAND TITLE SURVEY 37865-001 PREPARED FOR: AA -1 HOMESTEAD PARTNERS AA -1 OWNER: I STEYEN AND NANCY HANDi•SE: ^_WWR: 7501 RENT BOW TR.L. TWOT'n'i PANE CHANHASSEN PID 25454180 JEFFREY HAOEN AREA ./- 093 AC I W 60o 19 FAWN FILL C' _- -- CHANHASSEN / CHANHASSEN I 1 - PID x3790100 0 (0 _7 00 L_ O AREA .i- 0.39 AC AREA ./- 0.49 AC lifir-»- Bm a ib 9. r- r\ A�A L » fj AYE' 1;. IV % Foy�m E 3.EzlJ"f S89°18'51"W 464.93 otai'^„: 4.356 acres om=oa \ 1,117,097 sq. ft.- CJ ao"^ ie J Wetland: s o FND IP I/2" OPEN Z - 33.563 sq. R- CJ Net: 706,159 sq. fL- 16.211 acres l� LIJ \ <I IN \/ L C C) L• OWNER: / OWNER' IurN OWNER: , ^_WWR: RICHARD GLOVER TWOT'n'i PANE A� AND OLOA CAROSO JEFFREY HAOEN 235? FAWN HILL CL --Ao FAWN HN' CT. 2331 FAWN WLL Or. 19 FAWN FILL C' CHANHASSSEN CHANHASSEN / CHANHASSEN I 1 CHA14HASSEN PID x3790100 O 2527901W PQ 252190120 PIS 252790130 AREA •!- 0.80 AC AREA ./- 0.44 AC AREA .i- 0.39 AC AREA ./- 0.49 AC lifir-»- Bm a ib 9. r- r\ A�A L » fj AYE' 1;. IV % A A A 1--\ T A/^ IVI LrSLJ `l V V1.-: E 0.2M acres S89°18'51"W 464.93 I --pal 4.356 acres TOTAL: Gross: 1,117,097 sq. ft.- 25.645 acres Wetland: 377,375 sq. R- FND IP I/2" OPEN RNV: 33.563 sq. R- IN DISREPAIR Net: 706,159 sq. fL- 16.211 acres i r v i Al i _ A \ dr �aO 3ae�a _ - - - - \ O\�4 SeCpH�Qsc+r _ PARC - _ - - � 9\ 1�o n A r- A r1 /11 A C^ I IV I L_/ -Y CJ V v I I 5 8\ OWNER: I WON AND ANNE NAP.COTTE � I 7240 1 ONkABLVD tN1 \ CHAAS152 EA 2_/0!082.. AREA•!- C.77 AC 1 I - L, t _ t � _ I T OO G00 3 50 / / - 13 I IJ_ tt \ I Z (N88003'20"E) N89018 [777.13outlot 5� MO 415 SQ. Ff. / 3.4 1283.0 I i T - 96.6 130utlot D `r 33 -Co I 0 5.836 SQ- FT. 0 6 Outlot B / _ � C��, / 21.783 SQ. FT. / 11 \ / 12 / / A o O /\1 18275 SO FT 17,017 SQ. FT. / <�20296 S O 50 25 -1 L x on ff1 \ / 10 moo- /. \ o / PARCEL 3 oci 6- <`w' �>( j >� . NWL-956.0 18,423 SQ. FT. / io '� 1 S'y 13 o /i . HWL-ssa.s 6�. \ C) W LJJ m %/.. ., \ / �10/ / / to '/!!1 \ \ U` 21.077 SQ. FT. \ I Q �,� rn LO 09 C - r; g / - 3 ��>' 1 14.792 SQ. Ff. >� , I I0 N I o - - -14 00 o 15.0 I L J WETLAND o \ 6�� ; ; �, ; ', r N 66 SQ- Fr. I z W O r 0 06 LO 16.266 SQ. FT. 1 I C) � _ J M (N88003'20`E) 4154.93 Al AlO _ _ - 1 - r"� �cj, (S88°03'20"W) 1190.41 ��6' 6 {588003'20"W) 72 � - 1$ V- �f Imo' .�O _ of O �/ °f �1 �n - - - _ Al_ r r . Al Al .. _ r r r r _ \ C>� % 'p t� (P `.. �q§ \ 18.616 SQ. FT- Al T. y yF 20 / s.642 SQ. Fr. i� q\•O F J.. �'"� 'p 8 O QO\� 1CZ' F O _ _ _ _ _ r . _ . _ _ _ _ _ _ _ _ _ _' �y , - �'LZ2.H= U G v -r--- - c Al // 16,630 n 1 ��\ �>, _ - _ _ - A,49.4-- ,� •�� 109.6 � Oudot A m �< m 18,917 SQ. FT. 47 f Q 604.522 SO FT. _PARCEL 1 _ I o \ 6? s _� / / �/ / / 50 ul Al j m 9� ji l Jvl^l SIJ SO , - -� "mm l WETLAND _ _ / � J X%` T 4 I r _ / / , / / 46.226 SQ. FT. 01-4 m a _7 /l 1T1 _ _ / v' iii ,. r r / `� \�Jry l QD / ..CV Po L_ LJ Z I i/ , 3* l <I <�Y�iI� r / 42.680 SQ -FT. \ �� / / O g� / / CO m I !ii <Y xY / o o `4467 ` / C p I F•/// i' \ I O ... Pond CV, - / / / V, / IL -7 _ _ /i x T! - �� x NWL-956.0 I 384.1, / / I y\. IL_ HWL-958.0 I Q) tp LIJ J x1 \\ m I/j 33.784 iii 29/.6 _ 50 l IZ_ j2 •�2 Vi 1 (S79-16 4-E) 100.46 - _ > / j / i//i�!i�ii / - szzls SO. Fr. r 32'2o"E E S85°16'49" - �" /, i // �J (S86°32'20"E) E S7 10 4.14 > xrgt�,x - 10 i.- <' _ S7 0 16, 3 (S/ 49' 4 a OWNER: 322o -E) AF'x`4iCANWA EN BAH/. HA6�SO A �i/i// %5. �'// // ///�////�//�// ////////.c., /1 / 0 i PID 3 AREA •s _2'AAC F'° Oi, 74 NO. I BY JAA DRAWN BY JML CHECKED BY DBP DATE 05-13-14 /i !i !i;Nv= 3 n 20 9F 058 11' E /6!66!66//G,% f% I F N (N 2042'40E) (9. 12.2 S O> 164.6 58;� 0191,, S88°01' 9' E F� F (S89-17) ) OR j �i Beanrgs are baseo on ole Carve county Co a!A,am System(NAD B9-1996 a4.) 80 40 0 40 80 160 SCALE IN FEET REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE. I hereby certify that this survey, plan or report was prepared by me or under my din supervisi and that I am a duly Licensed Land Surveyor under the la of the Statfl� Minnesota. Dated this 1t day of May, 2 4. David B. Pemberton, Professional Land Surveyor Minnesota License No. 40344 SYMBOL LEGEND DESCRIPTION PROPOSED LOT LINE 181,250 sq. R - s � s �V WATERMAIN I BUILDING SETBACK BouNnARY- cS. i1C Y , ' E o I 9.935 acres PARCEL 2: Gross: SI E. 5T. o TL N rLNYF � N I Q 177,739 sq. ft - IV( t w quovra cT' T Y 0 sq. R- 0.000 acres r re. & s ^ . uBA,1EBF101Y .A. OlaDWAY WAY ------- S `. lifir-»- Bm a ib 9. M A�A L » fj AYE' 1;. IV % r E 0.2M acres GATE VALVE I --pal 4.356 acres TOTAL: Gross: 1,117,097 sq. ft.- NO. I BY JAA DRAWN BY JML CHECKED BY DBP DATE 05-13-14 /i !i !i;Nv= 3 n 20 9F 058 11' E /6!66!66//G,% f% I F N (N 2042'40E) (9. 12.2 S O> 164.6 58;� 0191,, S88°01' 9' E F� F (S89-17) ) OR j �i Beanrgs are baseo on ole Carve county Co a!A,am System(NAD B9-1996 a4.) 80 40 0 40 80 160 SCALE IN FEET REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE. I hereby certify that this survey, plan or report was prepared by me or under my din supervisi and that I am a duly Licensed Land Surveyor under the la of the Statfl� Minnesota. Dated this 1t day of May, 2 4. David B. Pemberton, Professional Land Surveyor Minnesota License No. 40344 SYMBOL LEGEND DESCRIPTION PROPOSED LOT LINE 181,250 sq. R - 4.161 acres WATERMAIN I BUILDING SETBACK BouNnARY- Net PARCEL BOUNDARY LINE 9.935 acres PARCEL 2: Gross: DRAINAGE AND unLnY EASEMENTS - - - - - - - - CURB AND GUTTER 177,739 sq. ft - 4.080 acres RIGHT -0F -WAY 0 sq. R- 0.000 acres BACKYARD CATCH BASIN ------- CATCH BASIN CATCHBASIN lifir-»- STORMSEWER MVWHOLE -» (g)-» FLARED END SECTION VIYRIPaRAP » SANITARY SEWER MANHOLE OS - HYDRANT 0.2M acres GATE VALVE I --pal DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: 25 -J L - NOT TO SCALE Being 5 feet in width and adjoining lot lines, unless otherwise indicated, and 10 feet in width and adjoining right of way lines, unless otherwise indicated, as shown on the plat. ' - I nt is within Shoreland District Zoning: Proposed Zoning - RSF (Shoreland District) 25% Max Impervious Min Width - 90 ft Min Area - 15,000 sf Fysb - 30 It Sysb - 20 ft Total - 10 ft Min Rysb - 30 ft Proposed Zoning - RLM (Outside Shoreland District) 35% Max Impervious Min Width - 50 ft Min Area - 9,000 sf Min Depth - 110 ft Fysb - 25 ft Sysb - 15 ft Total - 5 It Garage Rysb - 25 ft 60' Row - 31' B -B Streets DESCRIPTION OF PROPERTY SURVEYED Parcel 1 (7300 Galpin Boulevard, Excelsior, MN 55331)- That 5331)- That part of the West Half of the Southwest Quarter of Section 10, Township 116, Range 23, Carver County, Minnesota, described as follows: Commencing at the west quarter comer of said Section 10; thence on an assumed bearing of South 1 degree 56 minutes 40 seconds East along the west line of said Southwest Quarter, a distance of 1,213.40 feet to the point of beginning of the tract to be described; thence continuing South 1 degree 56 minutes 40 seconds East along said west line of the Southwest Quarter, a distance of 455.48 feet; thence South 79 degrees 32 minutes 20 seconds East, a distance of 177.77 feet; thence South 86 degrees 32 minutes 20 seconds East, a distance of 100.40 feet; thence South 78 degrees 32 minutes 20 seconds East, a distance of 194.14 fee; thence South 74 degrees 32 minutes 20 seconds East, a distance of 150.00 feet thence South 47 degrees 17 minutes 20 seconds East a distance of 75.43 feet thence North 82 degrees 42 minutes 40 seconds East a distance of 74.98 feet thence South 58 degrees 17 minutes 20 seconds East, a distance of 84.58 feet thence South 89 degrees 17 minutes 20 seconds East, a distance of 164.63 feet thence North 18 degrees 17 minutes 40 seconds East, a distance of 259.05 feet; thence northerly a distance of 469.80 feet along a tangential curve concave to the West, having a radius of 3452.34 feet and a central angle of 7 degrees 47 minutes 49 seconds; thence South 88 degrees 03 minutes 20 seconds West along a line not tangent to said curve, a distance of 1190.41 feet to the point of beginning. Parcel 2 (7300 Galpin Boulevard, Excelsior, MN 55331) - That part of the Northwest Quarter of the Southwest Quarter of Section 10, Township 116, Range 23, Carver County, Minnesota described as follows: Commenting at the West Quarter comer of said Section 10; thence on an assumed bearing of South 1 degree 56 minutes 40 seconds East along the west line of said Southwest Quarter, a distance of 651.25 feet to point of beginning of the tract to be described; thence Continuing South 1 degree 56 minutes 40 seconds East along said west line of the Southwest Quarter, a distance of 562.12 feet to a point 1,213.40 feet distant from said West Quarter comer of Section 10; thence North 88 degrees 03 minutes 20 seconds East, a distance of 464.93 feet; thence North 1 degree 56 minutes 40 seconds West on a line parallel to said west line of the Southwest Quarter, a distance 562.15 feet; thence South 88 degrees 03 minutes 20 seconds West, a distance of 464.93 feet to the point of beginning.he East 466.15 feet of the South Half of the Southwest Quarter of the Southeast Quarter of Section 30, Township 120, Range 22, Hennepin County, Minnesota, as measured along the South line thereof. Parcel 3 (7280 Galpin Boulevard, Excelsior, MN 55331)- That 5331)- That part of the Northwest Quarter of the Southwest Quarter of Section 10, Township 116, Range 23, Carver County, Minnesota, described as follows; Commencing at the West Quarter comer of said Section 10; thence on an assumed bearing of South 1 degree 56 minutes 40 seconds East along the west line of said Southwest Quarter, a distance of 1213.40 feet; thence North 88 degrees 03 minutes 20 seconds East, a distance of 464.93 feet to the point of beginning of the tract to be described; thence North 1 degree 56 minutes 40 seconds West on a line parallel to said west line of the Southwest Quarter, a distance of 289.19 feel; thence North 88 degrees 03 minutes 20 seconds East, a distance of 777.13 feet; thence South 6 degrees 43 minutes 00 seconds West, a distance of 66.03 feet; thence southerly a distance of 227.81 feet along a tangential curve concave to the west having a radius of 3,452.34 feet and a central angle of 3 degrees 46 minutes 51 seconds; thence South 88 degrees 03 minutes 20 seconds West, a distance of 725.48 feet to the point of beginning. This tract contains 5.00 acres of land and is subject to right-of-way in existing county road and subject to roadway easement over the North 30.00 feet thereof and any and all easements of record. GENERAL NOTES 1) Flood Zone Information: The subject property appears to lie within Zone C, (area of areas outside the 1 -percent annual chance floodplain, areas of 1% annual chance sheet flow flooding where average depths are less than 1 foot areas of 1% annual chance stream flooding where the Contributing drainage area is less than 1 square mile, or areas protected from the 1 % annual Chance flood by levees. No Base Flood Elevations or depths are shown within this zone. Insurance purchase is not required in these zones) and Zone A (Areas with a 1% annual chance of flooding and a 26% chance of flooding over the life of a 30 -year mortgage. Because detailed analyses are not performed for such areas; no depths or base flood elevations are shown within these zones..), per the National Flood Insurance Program, Flood Insurance Rate Map Community Panel No. 270510005B, dated September 2, 2004 as acquired from the Federal Emergency Management Agency Web Site. 2) Lot Areas PARCEL 1: Gross: 637,924 sq. R - 14.645 acres Wetland: 181,250 sq. R - 4.161 acres RAN: 23,908 sq. R - 0.549 acres Net 432,766 sq. ft. - 9.935 acres PARCEL 2: Gross: 261,364 sq. fL - 6.000 acres Wetland: 177,739 sq. ft - 4.080 acres RAM. 0 sq. R- 0.000 acres Net 83,625 sq. ft. - 1.920 acres PARCEL 3: Gross: 217,809 sq. ft. - 5.000 acres Wetland: 18,386 sq. R - 0.422 acres RAN: 9,655 sq. ft. - 0.2M acres Net: 189,768 sq. ft. - 4.356 acres TOTAL: Gross: 1,117,097 sq. ft.- 25.645 acres Wetland: 377,375 sq. R- 8.663 acres RNV: 33.563 sq. R- 0.771 acres Net: 706,159 sq. fL- 16.211 acres 3) Existing Zoning: The current Zoning for the subject property is A2 (Agricultural Estates District) per the City of Chanhassen's zoning map dated January 14, 2014 along with partial zoning in BC (Bluff Creek Overlay District). Please note that the general restrictions for the subject property may have been amended through a city process. We could be unaware of such amendments if they are not in a recorded document provided to us. 4) Proposed Zoning: RSF (Residential Single Family) and RLM (Low and Medium Density District) are as noted on this page. 5) Legal Descriptions: Legal Description was obtained from Custom Home Builders Title, LLC as issuing agent for Old Republic National Title Insurance Company, File No. H&27384, dated December 2, 2013. 6) Site Information: The Proposed Site information was obtained from preliminary plans prepared by Sathre-Bergquist Inc. dated 05-15-14. Wetland: On-site Wetland is a Manage 2 Manage 2 Wetalnds Buffer - 20ft Buffer Setback - 30 ft Bluff Creek Overlay District: Site is within the Primary Corridor of the Bluff Creek Overlay District. Setback from Corridor - 40ft Total First 20 ft - No Disturbances Second 20ft - No Structures As directed by the City of Chanhassen, the boundary for the Bluff Creek Overlay District is the edge of wetland. Corridor setbacks are taken from the wetland edge. TWP.116 - RGE.23 - SEC.10 CARVER COUNTY SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-06000 C HAN HAS S E N , MINNESOTA PRELIMINARY PLAT OF VISTAS AT BENTZ FARMS FILE NO. 37865-001 PP -1 PP -1 PREPARED BY PREPARED FOR SATHRE-BERGQUIST, INC. HOMESTEAD PARTNERS 150 S. BROADWAY 525 15TH AVENUE SOUTH WAYZATA, MN 55391 HOPKINS, MN 55343 PHONE: (952) 476-6000 CONTACT: FAX: (952) 476-0104 TOM STROHM (952) 2942113 hftp://www.sathre.com toms@homestead-partners.com CONTACTS: NATE HERMAN nherman@sathre.com PRELIMINARY PLAT OF VISTAS AT BENTZ FARMS FILE NO. 37865-001 PP -1 PP -1 OWNER: I STEVEN AND NANCY HANOUSEEN .501 BENT BOW TR_. OWNER CH NHAS Ei, FinC. TIFt_•i HY PAAI'c AREA •.- O93 AC 1 W JEFFREY HAvEN -- - FAWN H91 CT. 4S -- O� N N 23H FAWN HILL CT. LHAKiASSE4 0 _7 0 0 L_ O R• 527MM PD 25279012^_ S C PIC 252790130 AREA •/. 9.90 AL AREA .1- 0.44 AC z3ow A L AREA •/- 0.49 AC r o ��_ F1 45 TLm �. HYDRANT A P 1 189,768 sq. R - 4.356 acres TOTAL: Gross: Zm n4 25.645 acres Wetland: S89018'51"W 464.93 8.663 acres RMF cJ 0.771 acres Net 706,159 sq. fL- I T-1 LIJ \ I I_ IN DSREP- <I / IN / L� OWNER: / OWNER: / OWNER: ) LOT IUME OWNER RICHARD 61.0Vc'A TIFt_•i HY PAAI'c MICHAEL AND OLvA CARUSO BUILDING SETBACK BOUNDARY JEFFREY HAvEN -- - FAWN H91 CT. 4S 2345 FAWN Mai CT. 2331 FAWN !ALL CT. N 23H FAWN HILL CT. LHAKiASSE4 CHANHASSEN / CHA1•DASSEi: I 1 0 CHANHASSEN PD 2527VM R• 527MM PD 25279012^_ S C PIC 252790130 AREA •/. 9.90 AL AREA .1- 0.44 AC AREA ./- 0.39 AC A L AREA •/- 0.49 AC r o ��_ F1 45 TLm �. HYDRANT A P 1 189,768 sq. R - 4.356 acres TOTAL: Gross: I V I L -r\ LJ `/ V V 1� 25.645 acres Wetland: S89018'51"W 464.93 8.663 acres RMF 33.563 sq. R- 0.771 acres Net 706,159 sq. fL- FND IP 20261 nV0 IP I/2" OPER IN DSREP- / Y" d1 ' N v i K i \ _ 0 " 4n OgYs R O Z �FR40p.,- S� \a1 - T> \ I FIND r _ r PARC � � I Io I\ L_ I I V I L_/-\ L -i \J V V I 1 1 OWNER: I \ WRON AND ANNE MARCOTTE 7240AS BLVD I I \ FHANFIHASSEN . D 250.31520 AREA •/- 6.77 AC I L 1 - 1 I y 9„ GRpsT I33 I1 I 50 (NB8003'20"E) 818777��C - I �� 415 so. FL X83.0 2 j - 96.6 - 133.4 d " 3-3 Outlot D - I h '� 9 w Oto L / Ln o slue � rr. s >r 9 �0. r o- (60 \ 2s Outlot B / / / �� 9 P'ti, / 12 R� /g8 u O ° o 1.783 50. Fr./ 11 �\ . w r o a \ /\ �,\ 17,017 SO. FT. / i / 18.275 S0. Fr. �` \ ` 69 r'7 30 _ 50 w�mgvv r 1 .� ,I,rpO� -S/> 8� 25 afoa,�(/)♦ i / \ y < , 10 %. J o /'PARCEL 3 \ 1 !\ , NWL�66.0 18,423 SO. FT. <>LLJ / � '/ </HWL-5 �'6 \;\ /// // �..\ �la vt1 21.077 So. FT. \ ��I all !1J to O M L� - 3 OS _ 14.792 SO. FT. , �_� �_� N <I o �F �� ; , �' ,ry _ _ _ L° \ 1 14 n n SIJ mO r . _ ,. _ "o v T \a i �,,'�-� V O - / / \ ` PI 1 15.066 SO. FT. I I N V) WETLAND _ g _ _ _�\ �o T 263. r N ., J � z W To lco 8 m u� O - V 16.266 SQ. Fr.'N `�\ _ _ _ _ _ (N8E°03'20�E) 4e4.93 _ _ _ _ _ _ _ _ _ _ s COs _ ts9VOIDS2o"W) 0 72 15 rn LL' O (S88°03'20"W) 1190.41 \ \ •� \ \�5\/ /F \1g,616 w. Fr. I n 15.642 SO. FT. \ /J7 /6 to I `/ %/ �� \�.. ~ 2' SO' Il eol., 16 X11 6 59 SJ / O r _ 16,630 SO. FT. �-, V. o rn 249.4_ _ -So m� mp m _ I 5 i 323 DAtlot A "� �.c r `gr 1&917 s0. FL , • // ; 604,522 S0. FT. m P _ - _ - . . _ _ 1 (3\ \ O / / / 59.4% // Q - PARCEL 1 O. ;� , ��6j5� �/ / �/ / 50� L0 4 /nCo / / so - WETLAND _ _ k,4co rill LL - <g= -7 C� rnl _ - r` % ,Y rs /r , 3* D o/ < I 71 I "/ 42.680 S<J. Fr. - tr 05 _J Q) i Z>,''� I O/< o _4 Pond 02 l i _7 bull L_ CJI ! ,. , ' _ I FIWL-956..0 I Co <> -- - S7876'49,,( 79 9)E I 2* 1 Jr 33.784 50. FT 1 4J > 2g1 50 k I s2.zls sq Fr C) �j 585x16'49 (586 32'20"E) 1g4. S7 0 (S78o 9 "E .%,j/ // /i ii / // /i // / ''` ' , , I ,4/ A, 32'2o E) S ISO Op / /i/!ij�/��//i �i/�� >X� / CF �,- 0°AYusr OWNER CS>4°32 49'E S AMERICANA COMMUNITY BANK 2O CH.ANHASSEN £) r 60 ' A ,75.0'� j/ /i /i//i///// /i /i/////• �-f °J PD zD ..D SFS O" /, AREA ., _21 AL � 74 98 FIELD CREW JAA DRAWN BY JML CHECKED BY DBP DATE N 058'11"E FJ (N 2° 42' 40"E) 8Q 112.2 I rs>O 164.6 ass O 8% 49„ S88°01' 9'E 2�FJ F (S89017 0") qVO R 1 Beanrgs are ba w the Carves Canty c� CaxUinam System (NAD 83-1986 aq.) 80 40 0 40 80 160 SCALE IN FEET REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE. I hereby certify that this survey, plan or report was prepared by me or under my di supervisi and that I am a duly Licensed Land Surveyor under the la of the Stat Minnesota. Dated this I th day of May, 2 4. 1 i1`>\D David B. Pemberton, Professional Land Surveyor Minnesota License No. 40344 SYMBOL LEGEND DESCRIPTION PROPOSED LOT IUME 181,250 sq. R - S V1IATERMAIN r BUILDING SETBACK BOUNDARY - - - - - - - SrA' Cb F4 W,1 TIC Yp s 9.935 acres C � N - - - - - - - - T"F* Ta "4 . SITE 177,739 sq. ft - I 0 0 sq- R- 9i 1zS ; WF0. GS. 6 cm. g w'f e a SBYrarxaT n, BACKYARD CATCH BASIN» T Y S C - �- » -- y e,4 4y OUOtlxn .M •n vI11P16p. » (D)- D) 1( M A L SANITARY SEWER MANHOLE r o ��_ F1 45 TLm �. HYDRANT A P E 189,768 sq. R - 4.356 acres TOTAL: Gross: 1,117,097 sq. R.- 25.645 acres Wetland: 377,375 sq. R- FIELD CREW JAA DRAWN BY JML CHECKED BY DBP DATE N 058'11"E FJ (N 2° 42' 40"E) 8Q 112.2 I rs>O 164.6 ass O 8% 49„ S88°01' 9'E 2�FJ F (S89017 0") qVO R 1 Beanrgs are ba w the Carves Canty c� CaxUinam System (NAD 83-1986 aq.) 80 40 0 40 80 160 SCALE IN FEET REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE. I hereby certify that this survey, plan or report was prepared by me or under my di supervisi and that I am a duly Licensed Land Surveyor under the la of the Stat Minnesota. Dated this I th day of May, 2 4. 1 i1`>\D David B. Pemberton, Professional Land Surveyor Minnesota License No. 40344 SYMBOL LEGEND DESCRIPTION PROPOSED LOT IUME 181,250 sq. R - 4.161 acres V1IATERMAIN I BUILDING SETBACK BOUNDARY - - - - - - - PARCEL BOUNDARY LINE 9.935 acres PARCEL 2: Gross: DRAINAGE AND UTILITY EASEMENTS - - - - - - - - CURB AND GUTTER 177,739 sq. ft - 4.080 acres RIGHT-OF-WAY 0 sq- R- 0.000 acres BACKYARD CATCH BASIN» - CATCH BASIN - �- » -- STORMSEWERMANHOLE » (D)- D) FLARED END SECTION WRIP-RAP FLARED _,_» __4 SANITARY SEWER MANHOLE -> © > HYDRANT -11 GATE VALVE 189,768 sq. R - DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: i NOT TO SCALE Being 5 feet in width and adjoining lot lines, unless otherwise indicated, and 10 feet in width and adjoining right of way lines, unless otherwise indicated, as shown on the plat. - Lot is within Shoreland District Zoning: Proposed Zoning - RSF (Shoreland District) 25% Max Impervious Min Width - 90 ft Min Area - 15,000 sf Fysb - 30 ft Sysb - 20 ft Total - 10 ft Min Rysb - 30 ft Proposed Zoning - RLM (Outside Shoreland District) 35% Max Impervious Min Width - 50 ft Min Area - 9,000 sf Min Depth - 110 ft Fysb - 25 ft Sysb - 15 ft Total - 5 ft Garage Rysb - 25 ft 60' Row - 31' B -B Streets DESCRIPTION OF PROPERTY SURVEYED Parcel 1 (7300 Galpin Boulevard, Excelsior, MN 55331) - That part of the West Half of the Southwest Quarter of Section 10, Township 116, Range 23, Carver County, Minnesota, described as follows: Commencing at the west quarter comer of said Section 10; thence on an assumed bearing of South 1 degree 56 minutes 40 seconds East along the west line of said Southwest Quarter, a distance of 1,213.40 feet to the point of beginning of the tract to be described; thence continuing South 1 degree 56 minutes 40 seconds East along said west line of the Southwest Quarter, a distance of 455.48 feet; thence South 79 degrees 32 minutes 20 seconds East, a distance of 177.77 feet; thence South 86 degrees 32 minutes 20 seconds East, a distance of 100.40 feet; thence South 78 degrees 32 minutes 20 seconds East, a distance of 194.14 feet; thence South 74 degrees 32 minutes 20 seconds East, a distance of 150.00 feet; thence South 47 degrees 17 minutes 20 seconds East, a distance of 75.43 feet; thence North 82 degrees 42 minutes 40 seconds East, a distance of 74.98 feet; thence South 58 degrees 17 minutes 20 seconds East a distance of 84.58 feet thence South 89 degrees 17 minutes 20 seconds East, a distance of 164.63 feet; thence North 18 degrees 17 minutes 40 seconds East, a distance of 259.05 feet; thence northerly a distance of 469.80 feet along a tangential curve concave to the West, having a radius of 3452.34 feet and a central angle of 7 degrees 47 minutes 49 seconds; thence South 88 degrees 03 minutes 20 seconds West along a line not tangent to said curve, a distance of 1190.41 feet to the point of beginning. Parcel 2 (7300 Galpin Boulevard, Excelsior, MN 55331)- That 5331)- That part of the Northwest Quarter of the Southwest Quarter of Section 10, Township 116, Range 23, Carver County, Minnesota described as follows: Commencing at the West Quarter comer of said Section 10; thence on an assumed bearing of South 1 degree 56 minutes 40 seconds East along the west line of said Southwest Quarter, a distance of 651.25 feet to the point of beginning of the tract to bedescnbed, thence ce South1 degree 56 minutes 40 seconds East along said west line of the Southwest Quarter, a distance of 562.12 feet to a point 1,213.40 feet distant from said West Quarter comer of Section 10; thence North 88 degrees 03 minutes 20 seconds East a distance of 464.93 feet; thence North 1 degree 56 minutes 40 seconds West on a line parallel to said west line of the Southwest Quarter, a distance 562.15 feet; thence South 88 degrees 03 minutes 20 seconds West, a distance of 464.93 feet to the point of beginning.he East 466.15 feet of the South Half of the Southwest Quarter of the Southeast Quarter of Section 30, Township 120, Range 22, Hennepin County, Minnesota, as measured along the South line thereof. Parcel 3 (7280 Galpin Boulevard, Excelsior, MN 55331) - That part of the Northwest Quarter of the Southwest Quarter of Section 10, Township 116, Range 23, Carver County, Minnesota, described as follows; Commencing at the West Quarter corner of said Section 10; thence on an assumed bearing of South 1 degree 56 minutes 40 seconds East along the west line of said Southwest Quarter, a distance of 1213.40 feet; thence North 88 degrees 03 minutes 20 seconds East, a distance of 464.93 feet to the point of beginning of the tract to be described; thence North 1 degree 56 minutes 40 second n line parallel to said west line of the Southwest uarter, a beg g eg s West o a p Q , distance of 289.19 feet; thence North 88 degrees 03 minutes 20 seconds East, a distance of 777.13 feet; thence South 6 degrees 43 minutes 00 seconds West, a distance of 66.03 feet; thence southerly a distance of 227.81 feet along a tangential curve concave to the west having a radius of 3,452.34 feet and a central angle of 3 degrees 46 minutes 51 seconds; thence South 88 degrees 03 minutes 20 seconds West, a distance of 725.48 feet to the point of beginning. This tract contains 5.00 acres of land and is subject to right -Cif -way in existing county road and subject to roadway easement over the North 30.00 feet thereof and any and all easements of record. GENERAL NOTES 1) Flood Zone Information: The subject property appears to lie within Zone C, (area of areas outside the 1 -percent annual chance floodplain, areas of 1% annual chance sheet flow flooding where average depths are less than 1 foot, areas of 1% annual chance stream flooding where the contributing drainage area is less than 1 square mile, or areas protected from the 1% annual chance flood by levees. No Base Flood Elevations or depths are shown within this zone. Insurance purchase is not required in these zones) and Zone A (Areas with a 1% annual chance of flooding and a 26% chance of flooding over the life of a 30 -year mortgage. Because detailed analyses are not performed for such areas; no depths or base flood elevations are shown within these zones..), per the National Flood Insurance Program, Flood Insurance Rate Map Community Panel No. 2705100056, dated September 2, 2004 as acquired from the Federal Emergency Management Agency Web Site. 2) Lot Areas PARCEL 1: Gross: 637,924 sq. R - 14.645 acres Wetland: 181,250 sq. R - 4.161 acres RMI: 23.908 sq- R - 0.549 acres Net 432,766 sq. R - 9.935 acres PARCEL 2: Gross: 261,364 sq. ft - 6.000 acres Wetland: 177,739 sq. ft - 4.080 acres RNV: 0 sq- R- 0.000 acres Net 83,625 sq. R - 1.920 acres PARCEL 3: Gross: 217,809 sq. R - 5.000 acres Welland: 18,386 sq. fl. - 0.422 acres RNV: 9,655 sq. R - 0.222 acres Net: 189,768 sq. R - 4.356 acres TOTAL: Gross: 1,117,097 sq. R.- 25.645 acres Wetland: 377,375 sq. R- 8.663 acres RMF 33.563 sq. R- 0.771 acres Net 706,159 sq. fL- 16.211 acres 3) Existing Zoning: The current Zoning for the subject property is A2 (Agricultural Estates District) per the City of Chanhassen's zoning map dated January 14, 2014 along with partial zoning in BC (Bluff Creek Overlay District). Please note that the general restrictions for the subject property may have been amended through a city process. We could be unaware of such amendments if they are not in a recorded document provided to us. 4) Proposed Zoning: RSF (Residential Single Family) and RLM (Low and Medium Density District) are as noted on this page. 5) Legal Descriptions: Legal Description was obtained from Custom Home Builders Title, LLC as issuing agent for Old Republic National Title Insurance Company, File No. HB -27384, dated December 2, 2013. 6) Site Information: The Proposed Site information was obtained from preliminary plans prepared by Sathre-Bergquist Inc. dated 05-15-14. Wetland: On-site Wetland is a Manage 2 Manage 2 Wetalnds Buffer - 20ft Buffer Setback - 30 ft Bluff Creek Overlay District: Site is within the Primary Corridor of the Bluff Creek Overlay District. Setback from Corridor - 40ft Total First 20 ft - No Disturbances Second 20ft - No Structures As directed by the City of Chanhassen, the boundary for the Bluff Creek Overlay District is the edge of wetland. Corridor setbacks are taken from the wetland edge. TWPA 16 - RGE.23 - SEC. 10 o\�'aFts suCARVER COUNTY W= SATHRE-BERGQUIST, INC. m i y 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 C HA N H AS S E N , MINNESOTA NCNFRS PRELIMINARY PLAT OF VISTAS AT BENTZ FARMS FILE NO. 37865-001 PP -1 , PREPARED BY PREPARED FOR SATHRE-BERGQUIST, INC. 150 S. BROADWAY WAYZATA, MN 55391 PHONE: (952) 476-6000 FAX: (952) 476-0104 hftp://www.sathre.com CONTACTS: NATE HERMAN nherman@sathre.com HOMESTEAD PARTS 525 15TH AVENUE SOUTH HOPKINS, MN 55343 CONTACT: TOM STROHM (952)294-2113 toms@homestead-partners.com PRELIMINARY PLAT OF VISTAS AT BENTZ FARMS FILE NO. 37865-001 PP -1 , to ` -' -- 'Ir + 955.5 '107 \a \ Pond #1 \ QQ NWL-955.0 vv HWL- 958.5 0 \ `\ A \ \\ �L V I u, yit v� /4, y -955.1 \ \ ( +4 \ .9539 \ I T 1 � . .1• V. v.� -.L� � w y 1 '� � �S�OREIgIVD DIS71 953.4 / F( 959.( i /9 .2 ,1 1 - ) / 1 / / I 1 / l \_ '-I / 1\ 1 I/ 1 1988.7 \�l SYMBOL LEGEND DESCRIPTION PROPOSED EXISTING MINOR CONTOUR -- FINISHED GRADE PER MAJOR CONTOUR -- W T LOT LINE 10' 15' j 2.5' BELOW GARAGE FLOOR WATERMAIN WM WM BUILDING SETBACK BOUNDARY -- - - - - - - PARCEL BOUNDARY LINE SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT GRND ELEVATION AT WO (XXX.X) DRAINAGE AND UTILITY EASEMENTS _----------_ _----------- CURB AND GLITTER 2:1 / 1\ 1 I/ 1 1988.7 \�l SYMBOL LEGEND DESCRIPTION PROPOSED EXISTING MINOR CONTOUR -- FINISHED GRADE PER MAJOR CONTOUR -- W T LOT LINE 10' 15' j 2.5' BELOW GARAGE FLOOR WATERMAIN WM WM BUILDING SETBACK BOUNDARY -- - - - - - - PARCEL BOUNDARY LINE SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT GRND ELEVATION AT WO (XXX.X) DRAINAGE AND UTILITY EASEMENTS _----------_ _----------- CURB AND GLITTER 2:1 CURB RIGHT -OF -WAV AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. DRAJNTILE WfCLEANOUTS ----- -----0 BACKYARD CATCH BASIN Y 3.) 36 0 30 CATCH BASIN --- BSMT STORM SEWER MANHOLE i} ® 30 FLARED END SECTION W/RIP-RAPS $B� STORM STUCTURE LABEL 0 IJ SANITARY STUCTURE LABEL 3 O SANITARY SEWER MANHOLE ---- ----- HYDRANT -WM�m- _WMIF GATE VALVE -WTI WM- -WM WM- WELL QO" Qe DRAIN FLOW/RUNOFF ARROW - Date: OS S Lic. No. Lr779_ _ EMERGENCY OVERFLOW SWALE E FINISHED GRADE PER SOIL BORING LOCATION GRADING PLAN Sg SILT FENCE -- - - - - - - -- - - - TREE PRESERVATION FENCE - 2.5' BELOW GARAGE FLOOR BARRICADE ® OR ® Tr OR SPOT ELEVATION , yTpo * ygpo TBC SPOT ELEVATION'®m®^ 25.9 UTILITY POLE GRND ELEVATION AT LO (XXX.X) LIGHT POLE 2:1 HANDICAP PARKING SPACE REAR PAD ELEVATION �I / i 12 t9• ej�?O \\\ / i16 \ Bc \ oo x \' \ \ \ ms 01 \ .e 10 , 5 10 010R1� 50 25 0 25 50 100 / SCALE IN FEET GENERAL NOTES: 1 / I / /' f 1. THE GRADING CONTRACTOR IS RESPONSIBLE FOR ALL STORM WATER INSPECTIONS ACCORDING TO THE MPCA STORM 111 / 1 j WATER PERMIT. THIS INCLUDES BOTH WEEKLY INSPECTIONS AND INSPECTIONS DONE AFTER A 0.5" RAIN EVENT, A COPY OF THE INSPECTION REPORT MUST BE EMAILED TO THE ENGINEER AND DEVELOPER ON A WEEKLY BASIS. 2. THE CONTRACTOR SHALL PLACE INLET PROTECTION DEVICES IN ACCORDANCE WITH THE CITY OF PLYMOUTH DETAIL ST -22& ST -23 FOR ALL STORM SEWER INLETS AND MAINTAIN THEM AS AN EFFECTIVE SILT CONTROL DEVICE. INLET PROTECTION SHALL BE REMOVED WHEN RESTORATION HAS BEEN ESTABLISHED. II 988.0 \\ \\ �,__- 3. ALL RETAINING WALLS WILL REQUIRE A STRUCTURAL DESIGN, A BUILDING PERMIT & A FINAL INSPECTION REPORT. / \-- ----- 4. A 1"-2"CRUSHED ROCK ENTRANCE BERM SHALL BE PLACED AT THE SITE ENTRANCE, TO REPLACE SILT FENCE, AND 4 m .9881 �\ _ MINIMIZE EROSION ON TO THE STREETS. THE ROCK BERMS SHALL BE THE WIDTH OF THE ENTRANCE AND 2 FEET HIGH WITH 4:1 SLOPES. (SEE DETAIL) 5. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY FROM THE BUILDING PAD AND STREET AREAS 986.8 / THROUGHOUT CONSTRUCTION. \\ I- % I / 6. THE CONTRACTOR SHALL ATTEMPT TO PREVENT SOIL MATERIALS FROM LEAVING THE SITE BY EROSION AND VEHICLE II / I "-�� WHEEL TRACKING. HE SHALL BE RESPONSIBLE FOR CLEANING OF STREET, BOULEVARD AND UTILITY FACILITIES THAT RECEIVE ANY ERODED OR TRACKED SOIL MATERIAL OR OTHER CONSTRUCTION DEBRIS OR MATERIAL. i/i1 / 7. EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE I / EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY ! RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND \I 1 i ALL EXISTING UTILITIES. I ! i 1 1 1 1 / - 8. BUILDING PADS ARE 60' DEEP, UNLESS OTHERWISE NOTED. THE FRONT AND REAR BUILDING PAD LINES ARE SHOWN ON THE PLAN. THE ENGINEER SHOULD BE CONTACTED IF THE CONTRACTOR HAS ANY QUESTIONS REGARDING BUILDING PADS. REAR PAD ELEVATIONS SHOULD BE ESTABLISHED BASED OFF THE 2:1 SLOPE FROM THE 26' FLAT BENCH, OR AT saz s / I I\ \ \�� /' , MOST 50' BEHIND FRONT OF PAD. CONSTRUCTION NOTES 1. INSTALL SILT FENCE AS SHOWN ON PLAN, AS REQUIRED BY THE CITY OF CHANHASSEN OR DIRECTED BY THE ENGINEER. 2. THE WATER QUALITY POND MUST BE EXCAVATED AT THE BEGINNING OF GRADING OPERATIONS TO PROVIDE TEMPORARY STORM WATER DETENTION DURING CONSTRUCTION. SAND AND SILT MUST BE REMOVED FROM THE POND AS NECESSARY DURING CONSTRUCTION AND AT THE COMPLETION OF THE PROJECT. 1 !i\\ \\\ 3. BEGIN GRADING, INSTALL PERFORATED RISER PIPE IN PONDS WHEN POND GRADING IS COMPLETE. TEMPORARY DRAINAGE PIPE SHALL BE USED FOR INTERMEDIATE DRAINAGE DURING THE CONSTRUCTION PERIOD AS NECESSARY AND DIRECTED BY THE ENGINEER. INSTALL SILT FENCE AROUND EXCAVATED PONDS. 4. INSPECT POND, SILT FENCE, AND ROCK ENTRANCE BERM AFTER ALL RAINFALL EVENTS AS REQUIRED BY THE NPDES PERMIT. 5. LINE ALL PONDS WITH A MINIMUM 3" ORGANIC SOILS & SEED SLOPES BETWEEN NWL AND 100 YR HWL WITH A WATER TOLERANT MIX. (OR AS NOTED) 6. REMOVE PERFORATED RISER PIPE WHEN STORM SEWER AND OUTLET STRUCTURE FOR PONDS ARE INSTALLED. 7. POND - 10:1 BENCH (1 FOOT) THEN 3:1 MAX 8. LO & WO PADS 3:1 MAX. ALL OTHER SLOPES 4:1 MAX (UNLESS NOTED) 9. RESTORATION - xx.x ACRES \ \ / / A. RESTORE ALL DISTURBED AREAS WITH 4" TO 6" OF TOPSOIL, OR EXISTING ON-SITE ORGANIC MTRL. \\ \\ \ \ 1 B. SEED POND SLOPES AND DETENTION AREAS WITH MN/DOT 310 OR BWSR P8 SEED MIX AT A RATE OF 100 LBSJACRE AND FERTILIZE WITH 20-0-10 AT 100 LBS./ACRE. SEED WETLAND BUFFER AREAS WITH MN/DOT 350-MESIC PRAIRIE (36.5 PLS LBS/AC) OR BWSR 35-241 SEED MIX AND FERTILIZE WITH 20-0-10 AT 100 LBSJACRE. (REFER TO WETLAND CREATION/BANKING PLAN FOR WETLAND SEED MIX REQUIREMENTS). C. SEED ALL OTHER DISTURBED AREAS WITH MNDOT 250 AT A RATE OF 100 LBS./ACRE AND FERTILIZE WITH 20-0-10 AT 100 LBS./ACRE. (UNLESS OTHERWISE NOTED) \ \\ \\ \\ \\ D. ONLY PHOSPHOROUS FREE FERTILIZER IS TO BE USED ON SITE. E. MULCH WITH TYPE 1 AT A RATE OF 2 TONS/ACRE AND DISC ANCHOR IMMEDIATELY AFTER PLACEMENT. USE WOODFIBER BLANKET ON ALL SLOPES 3:1 (FT) OR GREATER. F PLACE APPROVED STORM SEWER INLET PROTECTION IN OR AROUND ALL STORM SEWER INLETS AND MAINTAIN UNTIL =O( `--- 9 I 1 / I U) j / \\\ \` `\\ \' \\\ STREET CONSTRUCTION IS COMPLETED. REFER TO CITY DETAILS ST -22 & ST -23 FOR APPROVED DEVICES. .------- O +� / OVERLArpRiM� 9� �/ 967j O j / / -- \ \\ I 1 I \ G. MAINTAIN ALL SILT FENCE UNTIL TURF HAS BEEN ESTABLISHED. -------- yam`- ' `Y\`�`+ _� H. RESTORATION WORK WILL BE COMPLETED WITHIN 72 HOURS OF GRADING COMPLETION. _ -------- _ �-� O // j B \ + I\ _ �.. _---------- ---- \` `�++ \ 1; / `/ _®+ LUQ �K OVERLAI,..a �� / / ^J / / / / �� \ 10. GRADE BACK T FROM FACE OF ALL RETAINING WALLS \ \ �z---------_ �� \ "�\ \ 1 ♦ / / / / �` \ I I \ ��- 11. MAINTAIN TEMPORARY DRAINAGE ALONG EAST SIDE OF PROPERTY LINE 12 SILT FENCE - BEFORE GRADING - xxx LF 60' PAD 2.5' HOLDDOWN 9' POURED WALL T DROP TO REAR GRND ELEV. HOLDDOWN DETAILS E REVISIONS R M HS Sg FINISHED GRADE PER O N EL GRADING PLAN W T GARAGE FLOOR 10' 15' j 2.5' BELOW GARAGE FLOOR I I - BFM/O ELEVATION SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT GRND ELEVATION AT WO (XXX.X) SAT H R E-BERGQUIST, INC. NRH 2:1 CURB AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. REAR PAD ELEVATION 6.0" VISTAS AT BENTZ FARMS --------------------------------------------- CHECKEDBY TOPSOIL BSMT FLR 6% 2% - 3:1 MAX -------------------------------------------- RSM MIN. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING m �� MINNESOTA --- ---- ----- 25' 13' 12' 1 d USER OR PARTY LEGALLY c�FRs 50' HOMESTEAD PARTNERS LLC. NATHAN R. HERMAN, P.E. 60' ---- 60' PAD ---------------------------- (UNLESS OTHERWISE NOTED) Date: OS S Lic. No. Lr779_ _ WALKOUT (WO) E FINISHED GRADE PER S H GRADING PLAN Sg GARAGE FLOOR O N EL W T 2.5' BELOW GARAGE FLOOR I II 119 15, 1 I LOOKOUT ELEVATION 25.9 GRND ELEVATION AT LO (XXX.X) 2:1 CURB REAR PAD ELEVATION 6.0" 4% 266 3:1 MAX TOPSOIL BS F R 25' T 18' 19 50' 60' 60' PAD (UNLESS OTHERWISE NOTED) LOOKOUT (LO) E S H R M FINISHED GRADE PER SS GRADING PLAN WN EB GARAGEFLOOR j 19 j 15' j 3.0' BELOW GARAGE FLOOR I +/_3:1 MAX G l%MIN. CURB 6.0" TOPSOIL 25' 1 25' 10' 50' 60' ENSURE FULL BASEMENT PADS ARE DRAINED 60' PAD (UNLESS OTHERWISE NOTED) FULL BASEMENT (FB) NOTES: 1. GRADE (999.0) BEHIND EACH HOMESITE IS THE LOW GROUND ELEVATION AND PROPOSED TOP OF TOPSOIL, SUBGRADE SHALL BE DOWN 0.50 FEET. 2. ESTABLISH FINISH GRADE AT ALL 10' FRONT YARD UTILITY EASEMENT LOCATIONS. 3. THESE DETAILS REFERENCE A 9 POURED FOUNDATION WALL, AND A 0.7' DROP FROM REAR TOP FOUNDATION TO GROUND ELEVATION FOR ALL LOOKOUTS AND WALKOUTS. FILE NO. 37865-001 7GP DO 2 Z z z Q LU z Z F- O LU O o_ DRAWING NAME NO. REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I EELS SRL CITY PROJECT NO. PRELIMINARY GRADING PLAN BASE-BENTZ -BY -DATE ---------- ------- - - DRAWN BY -----------------------SAID SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE O MINNESOTA. SAT H R E-BERGQUIST, INC. NRH AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. w= m C HAN HASSE N VISTAS AT BENTZ FARMS --------------------------------------------- CHECKEDBY o # 150 SOUTH BROADWAY WAYZATA,MN.552 (952)476 000 -------------------------------------------- RSM SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING m �� MINNESOTA --- ---- ----- --------------------------__ USER OR PARTY LEGALLY c�FRs HOMESTEAD PARTNERS LLC. NATHAN R. HERMAN, P.E. DATE --- ---- ----- ---------------------------- FROM ILLEGITMATE USE. Date: OS S Lic. No. Lr779_ _ v�Pa 05/16/14 FILE NO. 37865-001 7GP DO 2 Z z z Q LU z Z F- O LU O o_ \il 41 vim;/ J/ 14, 14,`t% 0 y 140 14, 1110 W 14/ `Lk 11, 41 11, ® + �5�.. _ \ ----- /�, �*% + NWL-958.0 , y �L \1,0�-� \L `4/ -%-, \ eoF i1\/VL- 958.:; 14/ `\ •l• .L 959.0 x O \1 PN �� 0 � A/ OC ; ry O - L y y y O I y A- 958 .L 14/ y 11. �l ,. �•\ X96 .0A ! 956 I � _ 0 014, `\ 41 14/ 1 I Ji \11 `L IL \L \L Ji J, A ,14, ` Q I NLI 1 O 0 / I I / 1 I I I I I I 1 j I / I I I I I 1 II I I 1 1 I I I � 1 1 I I f\ I , II I/ II N z 50 25 0 25 50 100 El 11SCALE IN FEET SYMBOL LEGEND DESCRIPTION PROPOSED EXISTING MINOR CONTOUR SILT FENCE --958 MAJOR CONTOUR �BIoI. BIO -ROLL \ CONCRETE WASHOUT \ LLLLLLLLLL LLLLLLLLL! ! LLLLLLLL.. WATERMAIN _WM_ _VMI BUILDING SETBACK BOUNDARY - — — — — — — — — — — — PARCEL BOUNDARY LINE O 0 / I I / 1 I I I I I I 1 j I / I I I I I 1 II I I 1 1 I I I � 1 1 I I f\ I , II I/ II N z 50 25 0 25 50 100 El 11SCALE IN FEET SYMBOL LEGEND DESCRIPTION PROPOSED EXISTING MINOR CONTOUR SILT FENCE --958 MAJOR CONTOUR �BIoI. BIO -ROLL LOT LWE CONCRETE WASHOUT INLET PROTECTION LLLLLLLLLL LLLLLLLLL! ! LLLLLLLL.. WATERMAIN _WM_ _VMI BUILDING SETBACK BOUNDARY - — — — — — — — — — — — PARCEL BOUNDARY LINE DRAINAGE AND UTILITY EASEMENTS ------------ ____________ CURB AND GUTTER RIGHT-OF-WAY DRAINTILE W/CLEANOURS ----- —___- BACKYARD CATCH BASIN 30 0 30 30 0 36 CATCH BASIN STORY SEWER MANHOLE 30 30 FLARED END SECTION W/RIP-RAPS STORM STUCTURE LABEL Q2 SANITARY STUCTURE LABEL $ O SANITARY SEWER MANHOLE ® yr HYDWNT —VM,I— i GATE VALVE —V,#„I WM— ---MVMA— WELL O OO DRAIN FLOVWRUNOFF ARROW EMERGENCY OVERFLOW SWALE SOIL BORING LOCATION SILT FENCE — — — -- — — —. — — _ _— — — — TREE PRESERVATION FENCE — — — — — — — — BARRICADE ® OR ® Tt OR SPOT ELEVATION yea° y geI111 TBC SPOT ELEVATION •m .�. UTILITY POLE LIGHT POLE[ HANDICAP PARKING SPACE 0 o r° r0 00 ROCK ENTRANCE BERM --- SILT FENCE -- --------- POST GRADING SILT FENCE �BIoI. BIO -ROLL AN CONCRETE WASHOUT INLET PROTECTION LLLLLLLLLL LLLLLLLLL! ! LLLLLLLL.. EROSION BLANKET LLLLLLLL.. LLLLLLLL /--------------- / I -- ---- ---__-_____`••..,� �� U� `9G + /__ ^ J Z / `\ I\Ty 1\ EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE -----____ ' \� a+ \ / / "'�[K -� / / / / ��' \\ / �\ CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING ?�>------------------------------ �. �\ \ / / --0 1 \ / \ \ / UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY \ •'�` \ I \_ . / , / / \ \\ 1 1 \ 'cam AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO. FILE NO. BASE-BENTZ _ __ _ _ _ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I ��s SRL - PRELIMINARY EROSION CONTROL PLAN SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE \ Fa 37865-001 DRAWN NR BY ------------ ----------------------------- SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS O THE STATE O MINNESOTA Iu� °N SATHRE-BERGQU IST, INC. CHECKED BY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. O 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 CHAN HASS E N VISTAS AT BENTZ FARMS EC SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE N o RSM ___ ____ _____ USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING NATHAN R. HERMAN, P.E. cy \a2� MINNESOTA HOMESTEAD PARTNERS LLC. DATE FROM ILLEGITMATE USE. FRS P\ P ------------------------------------------- Date. o s Lic. No. ��58z EC 05/16/14 16 16 ro N I \ --- 50 25 0 25 50 1010 gz Ll + D[ -� -�_ O* + ��, m / / SCALE IN FEET ® ® ® o �\ / <TC: TC: 967.5 A4 _ - U m 1-6 / \ \ INV:963.5 NIvy�L £[ ' lm LLJ 13 n ` CBMH A5 C\,? .--1 Y/ f` I 7 TC: 982.6 TC.C: 976.6 \ \ TC: 967.5 Myp INV: 954.5 ,�.INV. 963.6 -�\ \\ \ INV:962.5 ,--1 n> / BLD: 28.1' C I I ) / / 'k BLD: 13.0' \ \ \ BLD: 5.0'_ ,\ro ^r AAT `�� F gs c �lo,PC\1®\;blOv'I � l0 �+ CD r r-- I I v 11 I- BFcQ 9768 ' W� no 0GIF m\ 8 O GF INV: 953.0 7 I I \ 00 / > BLD: 18.4' ul I 'RD _ M1HS A4 Qy g`93g. O � ve ��tS�DR TC 978-2 TC: 968.5 1 rCSeINV. 954.8 1 26% O I' INV: 961.5 I 44 w TC: 966.0 CBMH 84 BLD: 7.a 944L INV 9524BID: 234"�BLD 138TC: 967.5 \\ INV7: 963.1 BLD: 4.4'00 I / \ TC: 97,1 GF 978 .5\\ I INV. 95 Tg,B0MH 7 BLD' 19.4TC'9721 96'�WO o INV 955---g,55MHB 6Tp1 - 45 hl FILD: �,• U y + ��• STMH A3 9735 TF 975' Ose6 ` �CBMHJs2 \ h x TC 9693 _ --- 8 i S S O S -1s jG: 671.0 '>F h �+ 13 7 TC: 968.7 INV: 955.8 GF , / P. d� ' / W CB 85 / ? INV: 961.3 "BLD: 13.5' 'fF 973 S 9 W O _----"' INV: 966.0 .--I )- •. •„ T O ILL TC: 1:7.5 \� s BLD: T4' g'WO BF `67 /1 41 ® ��, BLD: 5.a / a> ' \ i INV: 3.5 J 10 / �' 9996 _ Q J BLD: 4.a / CBMH A2 j1 13 BF 965 / ' -dg kp,16 i Q it TC: 967.7 ;g1 ' \ g.E d� Z W �j INvI: 960.7 • �O _ - lysepl - \ cs&l ? V � � � (� j1 \? \ i' MH 10 ' yoQ' ` BLD: 7.0'6 /_lgg4A) ---- - - i69ys1 /O ' 11s �' W a Y II i `\ ,' TC: 970.0 \ �G MH 9 / / / _ , O \ h -996 d I y } LU W INV: 958.0 16 TC: 968.3 Cis �> 'g� m _00 00 IBLD: 12.9I� 8 i /Y / BLD: z.a i INV: 956.3 �e . �c,{n'-' it M ^� µ (�I } , Olf , ��OP �� 04 �' FES A" i� `Yi i�Q� 1 /1�i INV: 95: 91• J 7 I Lo 1 �6 p / /❑ L I /. ^ , - '1'09 /. F + g� O�Q � Ju I Gig 01 ly- \\\\n\ �^ dUd\ I N -----'--1111 ' /,/�/// i / Q6 /. O - FS BI 01, IN'd 956.0 00 ----------- J -s/1 ' i' /,� �\ w o ; moo+oma,, /o \\\ R P I m W sD+ ,l \ MH 11 -v TC: 973.2 O % '1- O ♦/ O _, INV: 961.2 LL N \ ---0---------_- "� BLD: 12.0', * lA \ ,� t L / a0i MH 12 ""' \ \ ,� N O JJ J TC: 979.1 INV: 967.1 I -A CD If) BLD:12AY i \\ \ / i n /, h Lo `" k0' Z = rn�' L- - - -- - - - i C \ I 111 \\ / / , `\\ O J ' ox ` . . wry } 1 10 \\ \ d > >: #O _ - `� _ 4IN✓. 952.0 h° '? O �/ I I LL \ Z = / �\ m BLD: 6.0' Ar LL ol +---------- --+- \ TC: 959.1 INV_953.5 _ O 1 \ INV: 952.0 BLD: 7.1' 1 \ FE 1 /x 0 2. I 1 \ m ®+ O� 0-> y / ® O -) I m� O a ❑O I i i W O ' k 'a i Q � Z Q QST T ®'3 � ' � , + V4 cd -a/ I , - / EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONL ' 4Lu 4A. y y / THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND Q / Q ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE O i ?O 0 or cJ I I FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS + lip UTILITIES. FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING 0 UTILITIES. DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO. BASE-BENTZINFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I liRs SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE G� DRAWN BY -------------------------------------------- -------------------------------------- SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS Of THE STATE O ESOTA MINNw F< om SATHRE-BERGQUIST, INC. CHECKED BY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. 0 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 47611000 C HAN HASS E N -- SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE t0 y MINNESOTA RSM _ USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING DATE --- ---- -------------------------------- FROM ILLEGITMATE USE. NATHAN R. HERMAN, P.E- NctiF �Q --- ---- --- ------ RS PL 05/16/14 pate: O S Lie. No. Lt798-L O O 0 i DESCRIPTION PROPOSED EXISTING 0 �. i / i LOT LINE n N M WM I O �cov - - - - - - X � � 1 i � Z I I . ❑O I i i W O ' k 'a i Q � Z Q QST T ®'3 � ' � , + V4 cd -a/ I , - / EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONL ' 4Lu 4A. y y / THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND Q / Q ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE O i ?O 0 or cJ I I FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS + lip UTILITIES. FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING 0 UTILITIES. DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO. BASE-BENTZINFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I liRs SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE G� DRAWN BY -------------------------------------------- -------------------------------------- SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS Of THE STATE O ESOTA MINNw F< om SATHRE-BERGQUIST, INC. CHECKED BY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. 0 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 47611000 C HAN HASS E N -- SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE t0 y MINNESOTA RSM _ USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING DATE --- ---- -------------------------------- FROM ILLEGITMATE USE. NATHAN R. HERMAN, P.E- NctiF �Q --- ---- --- ------ RS PL 05/16/14 pate: O S Lie. No. Lt798-L O O 0 i DESCRIPTION PROPOSED EXISTING i i / i LOT LINE n N M WM = O fV BUILDING SETBACK BOUNDARY �cov - - - - - - X � � LJU> i � Z I I I 1 C ------------ CURB AND GUTTER a RIGHT -0F -WAY .Q V � e'p1,C 1 __�l It00 > N EX MHw U/ TC: 9602 / r ? \ INV: 951.4 " \ BLD: 8.8' \ r J7 i \ 6f \ / \ r \ Q / i� SYMBOL LEGEND DESCRIPTION PROPOSED EXISTING MINOR CONTOUR ----959 MAJOR CONTOUR LOT LINE WATERMAIN WM WM BUILDING SETBACK BOUNDARY - - - - - - - - - - - - PARCEL BOUNDARY LINE DRAINAGE AND UTILITY EASEMENTS ------------ ------------ CURB AND GUTTER RIGHT -0F -WAY DRAINTILE W/CLEANOUTS - - - - -----0 BACKYARD CATCH BASIN CATCH BASIN STORM SEWER MANHOLE FLARED END SECTION W/RIP-RAP STORM STUCTURE LABEL o EKI SANITARY STUCTURE LABEL 3 O SANITARY SEWER MANHOLE HYDRANT _ + -yyM-X_ GATE VALVE -yyM yyL,,- _WM WM- WELL O OO DRAIN FLOW/RUNOFF ARROW ===> EMERGENCY OVERFLOW SWALE Eor SOIL BORING LOCATION SILT FENCE - - - - - - - - - - -� TREE PRESERVATION FENCE - - - - - - - - BARRICADE ® OR ® Tt OR MCINa SPOT ELEVATION TBC SPOT ELEVATION UTILITY POLE LIGHT POLE 1!$ HANDICAP PARKING SPACE El PRELIMINARY EROSION CONTROL PLAN VISTAS AT BENTZ FARMS HOMESTEAD PARTNERS, LLC. FILE NO. 37865-001 UP UP ma w m z z 0 z Q W z z I- 0 W 0 d EXISTING CANOPY COVER DRAWING NAME TREE -SURVEY DRAWN BY NRH CHECKED BY RSM DATE BY I DATE EXISTING CANOPY COVER USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. REMOVED CANOPY COVER I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. NATHAN R. HERMAN, P.E. L Date: 0 S / S � /�- Lic. No. (779-7— EXISTING CANOPY COVER •��RSl S��F P m U+C4oFTS9 P��? SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 100 50 0 50 100 200 ....i SCALE IN FEET iE LINE CANOPY COVER PER ACERAGE ,VERAGE 376,500 SF AREA 735,900 SF )PY COVERAGE* 51.16% ESI DENTIAL* 35.00% AL UPLAND AREA) indscaping and tree preservation requirements. VOPY SURPLUS OR REPLACEMENT IVERAGE 376,500 SF MOVED 116,205 SF NOPY OPY 'PLAAir) COVERAGE) DIFFERENCE 260,295 SF 257,565 SF 2,730 SF IF DIFFERENCE IS POSITIVE, THEN ADEQUATE EXISTING CANOPY REMAINS IF DIFFERENCE IS NEGATIVE, THEN INADEQUATE EXISTING CANOPY REMAINS & 1.2 REPLACEMENT IS NECESSARY. CITY PROJECT NO. FILE NO. PRELIMINARY EROSION CONTROL PLAN 37865-001 CHANHASSEN VISTAS AT BENTZ FARMS TS -1 MINNESOTA HOMESTEAD PARTNERS, LLC. TS- Tree Tag# Species CaL ln. Offsite Saved Removed Tree Tag # Species CaL ln. Offsite Saved Removed Tree Tag# Species CaL ln. Offsite Saved Removed Tree Tag# Species CaL ln. Offsite Saved Removed 1 BOX 10.5 10.5 DATE 106 BOX 13 13 211 ELM 12 12 323 WAL 15 15 2 ELM 20 20 107 BOX 16.5 16.5 212 ASH 14 14 324 PIN 22.5 225 22.5 3 BOX 12 12 108 BOX 26 26 213 ASH 16 16 325 WAL 13 13 13 4 ASH 23 23 109 BOX 18 18 214 WIL 25 25 326 ELM 10.5 10.5 10.5 5 ELM 17.5 17.5 110 BOX 18 18 215 WIL 44 44 327 WAL 13.5 13.5 13.5 6 BOX 10 10 111 BOX 13 13 216 WIL 22 22 328 WAL 12.5 125 125 7 BOX 15 15 112 WIL 125 12.5 217 WIL 12.5 125 329 WAL 11.5 11.5 115 8 COT 30.5 30.5 113 WIL 13 13 218 WIL 40 40 330 ELM 19.5 19.5 19.5 9 BOX 23 23 114 BOX 1L5 219 ASH 12 12 331 SPR 16.5 16.5 16.5 10 BOX 12.5 125 115 BOX 19.5 19.5 220 WIL 20 20 332 SPR 16 16 16 12 BOX 11 11 116 BOX 16 16 221 WIL 14 14 333 SPR 20.5 20.5 20.5 13 BOX 10.5 10.5 117 BOX 19 19 223 COT 65 65 334 SPR 23.5 23.5 23.5 14 BOX 13 13 119 BOX 19 19 224 WIL 40 40 335 HAC 13 13 13 15 BOX 12.5 125 120 WIL 36 225 BOX 24 24 336 WAL 14.5 14.5 14.5 16 COT 18 18 121 ASH 13 13 226 BOX 12 12 337 SPR 19.5 19.5 19.5 17 BOX 11.5 US 122 ASH 125 12.5 227 ELM 14.5 338 PIN 22 22 22 18 BOX 10 10 123 BOX 10 10 228 WAL 14.5 339 SPR 18.5 18.5 1&5 19 BOX 11.5 US 124 BOX 10 10 229 OAK 46.5 340 ELM 15 15 15 20 BOX 10 10 125 BOX 10 10 230 OAK 45.5 341 SPR 16.5 16.5 16.5 21 BOX 15.5 15.5 126 BOX 14.5 14.5 231 ELM 17 342 FIR 23 23 23 22 BOX 13 13 127 ASH 21 21 232 ELM 22 343 ASH 11 11 11 23 BOX 11 11 128 ASH 14 14 233 WAL 11.5 344 FIR 21.5 2L5 21.5 24 BOX 15 15 129 ASH 125 12.5 234 COT 26 26 345 FIR 24 24 24 25 BOX 11 11 130 ASH 125 12.5 235 WAL 19 346 PIN 27.5 27.5 26 ASH 14.5 14.5 131 ASH 13.5 13.5 236 WAL 30 348 PIN 21.5 23-5 27 BOX 14 14 132 ASH 14.5 14.5 237 WAL is 349 PIN 26 26 26 28 BOX 20 20 133 ASH 16 16 238 SPR 17.5 350 PIN 21 21 21 134 BOX 10 10 239 SPR 10 351 ELM 10 10 10 29 BOX 25 25 240 SPR 10 352 PIN 23 23 23 30 BOX 14 14 135 ASH 11 11 241 SPR 10 31 BOX 14 14 136 ASH 10.5 10.5 353 PIN 27 27 137 ASH 16 16 242 SPR 15.5 354 ELM 14 14 32 BOX 18.5 18.5 243 BOX 15 355 PIN 21.5 21-5 33 BOX 17 17 138 BOX 17 17 244 SPR 12.5 34 ASH 11.5 1L5 139 BOX 13 13 245 WIL 13.5 13.5 356 PIN 2412 24.5 35 BOX 19 19 140 ASH 19.5 19.5 357 PIN 225 225 246 COT 19 19 358 PIN 22.5 225 36 BOX 24.5 24.5 141 ASH 18 18 247 COT 28 28 359 WAL 12.5 125 37 BAS 12.5 125 142 BOX 14 14 248 WIL 27 27 360 WAL 10.5 1 38 ASH 14 14 143 BOX 18 18 249 COT 15.5 15.5 361 ELM 12 12 12 1 2 39 BOX 11 11 144 ASH 20 20 250 COT 14 14 362 PIN 32.5 325 41 ASH 16.5 16.5 145 ASH 10 10 251 COT 12 12 363 WAL 1 1 42 BAS 13.5 13.5 146 ASH 12 5 12.5 252 WIL 17 364 PIH 29 29 29 29 43 BAS 15.5 15.5 147 ASH 12 12 253 WAL 20.5 20.5 365 ASH 14 14 44 ASH 14.5 14.5 148 BOX 16 16 255 ELM 10.5 10.5 366 ELM 12.5 125 45 ASH 20 20 149 BOX 10.5 10.5 256 ELM 10 30 367 PIN 24.5 24.5 46 BAS 37 37 150 ASH 13 13 257 PIN 24 24 368 PIN 22.5 2 47 BOX 13.5 13.5 151 ASH 14 14 258 PIN 20 2D 369 PIN 1 19 9 19 1 9 48 COT 44.5 44.5 152 ASH 13 13 259 PIN 22 22 370 BOX 20 20 49 BOX 15.5 15.5 153 ASH 18 18 260 ELM 11 11 371 PIN 31 31 50 BOX 15 15 154 ASH 10.5 10.5 261 PIN 16.5 16.5 372 LOC 15 15 51 ELM 13 13 155 ASH 19.5 19.5 263 BAS 18 IS 373 COT 16 16 52 BOX 11 11 156 ASH 24.5 24. 5 264 BAS 13.5 ]3.5 374 ELM 16 16 53 BOX 13 13 157 ASH 10.5 10.5 265 ELM 21 21 375 BOX ]212 12.5 54 BOX 13.5 13.5 158 ASH 10.5 10.5 266 WAL 16.5 16.5 376 ELM 32 32 32 55 BOX 11 it 159 COT 32 32 267 WAL 10 377 CRAB 14 14 56 BOX 11.5 11.5 160 ELM 10 10 268 PIN 14 14 378 CRAB 12 12 57 BOX 10 10 161 ASH 115 11.5 269 PIN 21 380 PIN 19.5 19.5 58 BOX 10.5 10.5 162 ASH 15 15 271 ELM 10.5 381 WAL 25 25 59 BOX 10 10 163 ASH 15.5 15.5 272 PIN 21 382 SPR 11 11 164 BOX 15 15 273 WAL 34.5 60 BOX 11.5 1L5 383 PIN 27 27 165 ASH 14 14 274 ELM 13.5 61 BOX 11 ll 384 PIN 36 36 166 ASH 17 17 275 MPR 11.5 62 BOX 19.5 19.5 385 SPR 11.5 11.5 167 ASH 15.5 15.5 276 SPR 11 63 BOX 12 ]2 386 SPR 14.5 14.5 168 ASH 125 12.5 277 SPR 11 64 BOX 11 11 387 SPR 12 12 169 ASH 26.5 26.5 278 SPR 12 65 BOX 11 11 388 SPR 19 19 170 ASH 21 21 279 SPR 10 66 BOX 11 11 389 WAL 15 15 171 ASH 16 16 280 SPR 11.5 67 BOX 16 16 391 SPR 13.5 13.5 172 ASH 16.5 16.5 281 SPR 12 68 BOX 24 24 393 SPR 25.5 25.5 174 BOX 25 25 282 SPR 10 69 BOX 10.5 10.5 394 SPR 25.5 25.5 175 ELM 10 10 283 SPR 10 70 BOX 11.5 11.5 284 SPR 1 395 BIR 16.5 16.5 71 BOX 10.5 10.5 176 BOX 1&5 1&5 396 SPR 18 18 72 BOX 11.5 11.5 177 BOX 15 15 28285 5 SPR 11.5 398 CHE 15 15 73 BOX 10 178 ELM 13.5 13.5 SPR 10.5 399 ASH 35 35 74 BOX 12.5 125 179 WIL 17 17 287 SPR 21 400 ASH 40 40 75 BOX 15 15 80 WIL 30 288 WIL 23 23 401 ASH 34 34 76 BOX 15 15 ]81 BOX 1 12 12 289 SPR 15 15 402 ASH 25 25 182 BOX 115 11.5 291 ASH 10 10 403 ASH 22 22 77 COT 58 58 292 ASH 11 11 78 COT 31 31 183 WIL 34 34 293 ASH 10 10 404 BAS 18 18 79 BOX 12 12 184 BOX 18 18 294 ASH 1 1612 405 ASH 68.5 6&5 80 BOX 12.5 12.5 185 WIL 20 20 295 ASH 12 12 12 406 ASH 11.5 1L5 81 BOX 10 10 186 BOX 20.5 20.5 296 ASH 16 16 407 CRAB 11 11 82 BOX 11.5 11.5 187 BOX 15 15 297 ASH 12 12 408 BOX 18.5 ISS 188 BOX 11 it 409 CRAB 14 14 83 BOX 11 11 298 ASH 13 13 84 BOX 12.5 12.5 189 BOX 10.5 10.5 299 ASH 12.5 125 410 BOX 10.5 10.5 85 BOX 10.5 10.5 190 BOX 15 5 15 300 ASH 10 10 411 BUC 14 14 191 BOX 15.5 15 412 FIR 10 10 86 BOX 12 12 301 ASH 12 12 192 ASH 11 11 413 ARB 25.5 25.5 87 BOX 10 10 302 ASH 12.5 125 193 ASH 13 L3 416 SPR 23.5 23.5 88 BOX 11 11 303 COT 17.5 17.5 194 ASH 115 11.5 418 BIR 12 12 89 BOX 14.5 14.5 304 COT 23.5 23.5 90 BOX 18 18 195 ASH 12 12 305 WIL 13.5 13.5 420 PIN 16.5 16.5 91 BOX 11 11 195 ASH 12 12 306 SPR 11.5 11.5 421 WIL 51 51 51 92 BOX 10 10 197 ASH 11.5 11.5 307 BAS 102 102 423 LOC 20.5 20.5 20.5 93 BOX 10 10 198 BOX 19 19 308 ASH 27 27 424 SPR 20 20 94 BOX 10 30 199 BOX 12 12 309 ASH 10 10 426 WAL 13.5 13.5 95 BOX 12 12 200 BUC 17 17 310 ASH 16 16 427 WAL 10.5 US 201 BOX 24 24 311 SPR 11 11 428 WAL 17 17 17 97 BOX 11.5 11.5 202 BOX 21 21 429 ASH 19.5 19.5 19.5 97 BOX 10 312 SPR 11 11 203 BOX 22 22 313 PIN 12 12 430 SPR 10 10 10 98 BOX 11.5 1L5 204 BOX 24 24 431 ELM 12 12 12 99 BOX 105 105 314 SPR 10 10 205 BOX 12 11 315 SPR 11.5 11.5 432 MAP 18.5 1&5 1&5 100 BOX 11.5 11.5 206 ASH 12 12 316 SPR 15.5 15.5 433 SPR 11.5 1L5 1L5 101 BOX 11 11 207 BOX 12 12 317 SPR 12.5 12.5 434 ASH 13 13 13 102 BOX 18 18 206 ASH 17.5 17.5435 318 BOX 1 1 PIN 18.5 1&5 18.5 103 BOX 11 11 209 ASH 14 14 321 ELM 14 14 14 14 104 BOX 14 14 210 WIL 36 36 322 WAL 13 13 105 BOX 11.5 11.5 1I I 1 I 1\ 1 1 1 1 I i 1 1 T_ _�= - -----N-----=r-i-� L3o1 25-1 \ 1 1 I/ / A �A�� I I \ I I II / / 1 /1 11 �1 y/\ F7 // \\ // // �.-,�� Y \ 3.5 c- jtj DRIVEW�Y / 2 \ 250 \ \ / /2111 I\ / o \ , 29 I\ // \ \\ 12 25S 1 PI 1 1 I 12 / + / �+ � I. I / 1 / I / / 1 / \ \ I 13.5 36 36 .5-__� 45 46 24.5 19 / / \ I 1z I f'\/ ExNN �, -------------` S3742 +7 + / I \ + I `S.pVC TC 953.78 _, EX.15-PI, / _------I --- - - -.- 1! 12.5 / / / 29 \\ \\ ` + INV -942.90 _, / - \�___' _ �/ 5 `\ \`�` 13 -"/-- _ / i� ` I I�-1� 31 24 1 32 •311 Fes, \\i \ ns�+ >as~ 38'- ` 15 ` 1 21\16 17 / -----3L60 9.31 INV-9itzr>.- - 11\ I Dead/Diseased Trees 471 ASH 10 10 10 11 MAP -21.5 475 BOX 15 15 I540 BOX -14 \ \ \\ \\ \\�� /,_ / / ,/ 489 SPR ]5 15 118 BOX -10.5 `\ \\ 'Sb� \� \� _ -_ _,f / l Ir 11 1 1 1 1 1 \ \ \ \ \y`�\ 498 SPR 23 23-- - _ 512 SPR 11.5 1L5 254 PIN \ \ l\\ \ \ 11 l \ \ \ \ -31.5-- \ \/ `�\ \��`----- 518 BIR 19.5 19.5 262 PIN -16.5 520 SPR 16.5 16.5 16.5 270 BOX -13 526 SPR 10 10 319 PIN -15 C) DENOTES SAVED TREE -- -- 320 BOX -15.5 7240.5 325 4545.0 2695.5 347 ELM -13 Q DENOTES REMOVED TREE Total On -Site 7208 inches 379 WAL -13 ®+ DENOTES DISEASED TREE Total Removal 2695.5 inches 390 SPR -13 80 Removal Percentage 37.4% 392 SPR -12.5 ®+ DENOTES OFFSITE TREE 40 0 40 80 160 415 SPR -27 422 ARB -15.5 SCALE IN FEET DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS O THE :77ESOTA- Bas su, � 2�? Fo W N SAT H R E -B E RG Q U i S T, INC. o 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476 6000 m h �� cNF per`' Rs PI CITY PROJECT NO. PRELIMINARY EROSION CONTROL PLAN VISTAS AT B E N TZ FARMS HOMESTEAD PARTNERS, LLC. FILE -00 37865-001NRH TREE -SURVEY _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - _ _ _ _ _ - -- ---------------- DRAWN BY C HAN HAS S E N MINNESOTA TS - TC, -2 t7 G CHECKED BY - RSM DATE NATHAN R. HERMAN, P.E. Date: OS S Lic. No. 78Z - 05/16/14 SWM" FEE WORKSHEET DATE lune 6, 2014 Rev. 10/10/14 FILE NO. 14-18 PROJECT Vistas at Bentz Farm Total Area 19.64 Outlot A -7.88 Public R/W -2.04 Assessable area 9.72 ZONING CLASSITICATION RLM FEES Rate per Acre Acres Total WATER QUALITY $ 2,990.00 9.72 $ 29,062.80 Rate per Acre Acres Total WATER QUANTITY S 4,270.00 9.72 $ 41,504.40 CREDITS ITEM UNIT QUANTITY UNIT TOTAL PRICE PRICE Filtration Basin acre 152 5 1,495.001$ 22,724.00 1 E - S 22,724.00 SWMP FEE S 70,56720 SWMP CREDITS $ 22,724.00 TOTAL. SWMP FEE S 47,843.20 14.88 $ 44,491.20 S 63,537.60 $ 108,028.80 KNOW ALL PERSONS BY THESE ft F E\TS: Thu H—tati Patinas, LLC_ Re Dem ofthc ollawiog deunb[dpmpmy ummd m me Smc of Mmvcoo, Cowry fano, m wlc Tba qn of NeWap Htlfof the Swmwec Ouwn of Scorn 10. Townsbry 116, Rtnge 21, Cw Cowry, Mucbm d nbolm S,.—: CoutmaneNg at ty<— Otbbbr mnn oftod Sectio. 10; mane m an essmnN bmnogofSuuh I dccc, 56 mmuw 40 tcwb Ties along me wee fort afood Snvhwm Qtoon aituae of 1213.Q fen w me coub ofbgmmg ofine tact mh tlmihµ minae mnmwvg Scum l hose 56 ovum 4a!ttoob Foe abng vid xsl fore 5oamwm Q.urm disoae r45548 fxS Shoos savh ]9 dcgm 3z mm�x0 aatrt, Fay dome rin-'/ret men¢ swvh g6 depem 3z z0:ttwds Fou,a boutatec Of lWAO rm;tHca Sash I bilin 32 mnum z0 •aonm Faga maw of1W 14 rose mince Sa0h74hgm32 -ems 20tavrda fag dunna orlSU.gO fcG thrnceSwhnh®m lzmnWe xO scwm EUA daboo of 7543 rn-C thcxe Tanen 92 dense 4z - 40•aond. EM doc..0498 hq Jme Swat a 58 tk 17 min. 20 xamm Form- ai�a f.18 rat meox Sauk g9 donem 17mmules20—ndt Lu( tries.(164.63 fctactom Nwm l Bhpm ll mmua 40svmMf Fin, admoua 5905 fM th mthly, a aiamte of469.N l along a bb*ml:al amts ttuate to the Wm,ht,m.,a4ta.flla2.}l fen and a¢neal avgk of7 dtrca 47 stub t49 A; intoe Som 8g mgm OJ minute3Osao L Wmalwgalin Mmigcemtudcme, thoon- of I1911.41 feebmeoboe of hPwmg Aad llw put oflo, Nmmwes Qatm of meSmhavt@urwofsnsw 10jowvahip 116, Sba,,D,CwaComry,Mmoato4S mMvfaOawa; C.nmenciog azure Wm Qlma worst afvid Sates 10: flo oce w be ewiwM beamg.f SaWE 1 aegrte 56 mwuta 40:nvoda Fm1 along the wee lice of said Soumwt Quar1c, a tboto—of 1213 Q fol thcmae NoM 88 do nm 0J minwn 20 xmoit Ea A a duuncaof N,;.93 form Itr,bb of b,,mn g.fihe teen to be dtsnibA, thence Nooh I debee 56 mmum 40 -6 West on a Ime pval1e110 wtl win Ione or the S.umwtY Qtbno, a dbcubr of 289.19 Not, mince n.M IS&e 03m.1. 20 sswds Fut, adismbe.111111fel Neva Scum 6 hgrtq 41 miouat CO Kmm Wet, a diaavtt.f1.1 fee: thence wtthly a diswec of 227.81 fm:lung a m9cond cove mas:c to Ne win hamg a Itliw of 3,452 J4 Ron and a mveu milk of 3 tk® 0mmuta 5 1 s oodt; thence South 88 degtat 03 mmubA 20 -beds WM adismeeof725,48 fctmma Fount ofbegitming. Thu tort canon, 5.00 otos of I" uta. s*tot m nghtafway to eusmg oowry toed nod mhjectm madwey sonnet win the NoM TOM fee domofand car and au avmma oftnoto. Hm cooed me came to o, mr.eyol bed plated At VISTAS AT BENTZ FARMS boa dote hobby dedicbet to to, public Be Public wet mate p W tic wbY+md memµ, and w4ry aamevq v show w mu pia m w;m®wmmr aid x0meem Pmema uc. bin soma 1hs le®a m IR d� q is m.pm.f fin mu —day .r Raaaaed Poboa, LLC. Mat H®h, vice q®dmt STATE OF MB4NFSOTA COLNTYOF TFe fine80mg mmwm win mf aI,1t4 t teoa nems _day a Paaaeq ive Torry Plink" FI®rym Ca®yM®a.4 My C. Eapitu Man Hbb, Vias P radmu of HOtmleaa Notary, Perot 1 Non SURYBYORS CERTIYICATE 1 oath e. PemMnoq m heq aadH ma ma P1a win PtaPaaa q m m mMmmy abort tin,+=ion, nun 1 mn.awr liemtw md,m.ry.e n me sam.f MioaayaW mu Plu i,.mrtalaobb to o-mbr bwmday survey; mfirmadcod!ft'1 I'bto as mnaNrdmig And,T me&to mbtw atom tct.dov.505 haveboo'otte 3bemtrs0y ft.dI arc youuiantoo on de Pim fieillwasx, hictwit ay wn lend, m,. tin Miwmva 8mmuq Scow 505 Ol, SWtivisav 3 etiamg m almedue olmia ttetiG®aov art showy and IaMI J w me pW; ova mu,11 public ways ve,bowv eta le[elm w ma plat Band this dtr of ,2014 Oa.p B. Pcmbamq Reremiwal Lord sonn ob Mort U. No. 403M STATE OF MINNESOTA COUNTY OF IHNNEPM The n ogomg mmtwmt wte ctoowlaf8ai Won, ve ms St. Ltae ee Nt 403x. Nomy Pubb, H®epm Carry, Mmpmu My Caonuvim Eapum: MIA by Oavid B. Pembina PrvfcvprW Isd Smeya. Nervy Rioted Nine E-waxwaccgN• MINNFSOTA Ths flet.[VLSIAS ATBINIZ iARMS wv appmvd mdaaI 'gto, Ciry('amol.rme ChyofCbmbu Msnmaaat "m kW ms�dryaT .2014. mdsmmomlimm asb meow®mofN®maSaums tin 5o5.oJ.5obtlividw x. CITY COUNCIL OF THE CITY OF CHANNASSEN, MP'NESOTA mne, EtPb ey4 ` SATHRE-BERGQUIST, INC. VISTAS AT BENTZ FARMS COUNTY SURVEYOR Corm County. St. Rwml m Clb c3", Mlnnmek Lnws of IWI. mit pht has bcm VIrand oris—dor or 2014. JMn E. Favnyo, Cavo Caary S,rveya COUNTY AUMETOR?RP.AgyIRER Corm Cwmry, Miovaa I hegam%tlm ommpsyabkm and pnoryaz Wvebtevpid 6mimd deo bWwmu Plu Oemd mu _dry cf 2014. Luys Ouvia, County AWitton"T tom CDuNnY RBCOBOEK Cava Cowry. minim. I heby antfy inn ms That of VISTAS AT BENTZ FARMS wte filed ds_tiry of 2014, At_. Cl.e)t_M Mort L rdPm, Cowry RmsM J ze ;rti . !.•J l a ! 1AA N;;Y � jyV Z nKk W/I(579-32'21:19 y9,,'21 u{E .An 3G tor. TRP. IIB RS. Y3 FS$I EN swo. cwvEN mMrr casr mat sort OB", __�—vEST tllEQHE f I/4 2L IQ 1WIlk RX.. 114 RQ ]] /-6\ R4MER OF TEEOF SW 4 w 40 0 40 NO 300 PONT 1,21140 FEET SURN OF A• rI /� THE Y/4 CORNEA OF SEC 10 I / the glwod and mvtrd by Lubbw No. ama4 ..m8 moo m to c nKk W/I(579-32'21:19 y9,,'21 u{E .An so FS$I (S OB", W R ge23A,oth htCb ss ocJwSy /-6\ R4MER OF TEEOF SW 4 w 40 0 40 NO 300 FBI c,toYai t otko,'f OM " aM. CITY OF CHANHASBEf RECEIVED m ,\N W ',� Bli 6 ET li w � s O � Y S$ v N UNE PN TO THE VEST ONE OF THE ea EeEST 1/4. 1 e ssL a TW. 116 Nff 22 .4.93 y 725.1E (SRsrw 26'11 1190.41 ,\ WET LAND b,1a .E 7 — 8 e•�10�)aE Itl ONES EIEVATI. We.1--/ AEy A mU S7'A'100— BENOKI RLVATIMs M6 sA9E at tol (Ea1E7K MTa"OF STATION NI ' FXm=m d eP MU1 HAS AN ELEVATa1 of. ro &M2 FEET (NASI.,,} 3 m F7oh• `d eU Q N 0y (, al N N Y `Q Y n B Ci `n SEE SHEET 2 OF 2 SHEETS FOR DETAIL x .•/ SEP 2 2 2014 � gb t:. me al-tifate Hry fit/ Sam Qusna af5 10.Townshry 116 OB", W R ge23A,oth htCb ss ocJwSy Sou W d Peat 41 09:caads FOA C�4kHA98EN PIARt�Nfi �fpY w 40 0 40 NO 300 a h-. 6UlE IN FEET O plotet a In sch by 14 i1g1 ion Pipe ms the glwod and mvtrd by Lubbw No. ama4 8ENCHMMK:MN/DOT Geodetic OatabaNe Statim /3535 (EXCELSIOR AZ MK) • DnmteaFounahon Mon. Eleration - 1025.762 FIST (NAVD66) O Location � 1.5 miles north or the junction of Hightway No. H and Highway 5. Donbas a Found Cas-hon-Mamwmt Chanhassen. Minnesota. (wSxe) Dcaotm Deed Dimaaiw m ,\N W ',� Bli 6 ET li w � s O � Y S$ v N UNE PN TO THE VEST ONE OF THE ea EeEST 1/4. 1 e ssL a TW. 116 Nff 22 .4.93 y 725.1E (SRsrw 26'11 1190.41 ,\ WET LAND b,1a .E 7 — 8 e•�10�)aE Itl ONES EIEVATI. We.1--/ AEy A mU S7'A'100— BENOKI RLVATIMs M6 sA9E at tol (Ea1E7K MTa"OF STATION NI ' FXm=m d eP MU1 HAS AN ELEVATa1 of. ro &M2 FEET (NASI.,,} 3 m F7oh• `d eU Q N 0y (, al N N Y `Q Y n B Ci `n SEE SHEET 2 OF 2 SHEETS FOR DETAIL x .•/ Hry fit/ L R a h-. M Fit - Y fO / m f^ 0 b 1 o I.S r:;• — — astt EEYAINR aaa .'?/ � bur da mu •r• SCANNED IB6 °01'49'E 164.63 / (SRR'N'209 F4 I F5 F3 •••t I\ FB F2 \ ` Fl N� ti • - ` , i7es� 1' p q $ lift _ I P ', °° •° •° ° ° 1 MND ,N.® /! �i i/moi ° • �)� � - )' 7 Ar 11 DMNING NNAE W. m DATF 1lVm5oNs a3E ONCLUDIIK♦a IHNI •. a45E9ENfL ___ ____ __ __ ____ _____________ INFORMAnO1B COPYING. O1sTPoBUTION. PNO.OR pY. hEYANCE OF RPR] DRANM m - - SATHRE-BERG CiF THIS PRLd1CT IS STRICTLY PRp11BITED'MT1Wi N1TNdn' 1Aj NRN SOEN1n1ORIZI�TON CONSnNTE3 AN ILLEOInMNTE U3E ANO5HP11T1EREBY UMR cHELNED m _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _. _ _ _ _ _ _ _ _ INDENwFr swTl+RE-BERCAu13T INC. CF ALL RESPONBI&uTr. R9M USER O dERliQt -E INc. RESERVES TIER TO HTD ANY ILLEOmIMTE uSER ORPMTY __..-___.. FROM ILLEGTM^TE,�, YRESPol151BLE FOR OUAOGES OR LOSSES RESLLTNG n MIM4 - Data: A� \ CINFIFY TINT TIp Rbl Olt M 3 m NE DR Illoqe�t RngyD��,.a.C�TICN w (REgBTERED '-^•.NLFNl35SR UNp OE STATE DF MIMEsnr. LOCATION MAP +pY a SITE —aa •.....n ..r.c SHEET INDEX TABLE SHEET DasalOBn 1 Title Sheet 23 Final Street Plan 4-5 Final Sanitary Sewer and 65beRlmwn Pion 6.7 Final Slam S. Plan 8 Final Gnad4n9 Plan 9 Final Emei°n Cantrd Plan 10-11 City DOWS SYMBOLLEGEND DESCRIPTION PROPOSED EXISTING 15(I3 BRW WIRY 50- 15T1 4VENIE SO ITM W YI TA, MN 55391 HOPKINS, MNSSN3 — ®—— CONTACT. FAK. I03)4MIa J NSIEDERWDLF CONTACT NP,,E NERM4a ------------ a 0 ®w 0-® TT w RTDm ,r .r 1 pEpps _ g $ SATHRE-BERGQUIST, INC. •,•, t I50a«,THe,C1.D.TMY WN TAMN. 5530I,a.SZl QaemB CHANHASSEI +' MINNESOTA M�<z. v♦H� CIT. Y OFCHANHASS& RECEIVED SEP 2 2 2014 c9WASSEN PLANING 0F0T 0 nD b S a n leo SOLLE IN F12T PREPARED BY PREPARED FOR SFTV I- IOJ�3T'N., ti7M Si P_�P3i VEi5 15(I3 BRW WIRY 50- 15T1 4VENIE SO ITM W YI TA, MN 55391 HOPKINS, MNSSN3 PHONE:I952141.•D9 CONTACT. FAK. I03)4MIa J NSIEDERWDLF CONTACT NP,,E NERM4a zoning P P—Ki ZPnry-RSF M a%25%v . 1 In90 ft M V9oR MN- MinAng 15=9 SyFE IDR S-MRTobI-ton M1Rn Ryeb-W* P,opnee Za+ry -RLN (OWtle Sn.reMN DiN3cn WK My InWft MIn MIm, 9. R INn DeNh-110 R Wn -25I 0R S,SS 0- R sy.e m,rami-sorely. RyW-0-R SUR. 31 S0- SRS vwaaw 37 NkBxtl..Ms42 M.�2Nb.IMF Buear-0-R BURer Sv0—k 302 SWapw401ar4r DIWM2: $ile u wllvn Ne PAY C.nlea MMe Blull pwR pwle/ DYMn StlWck Rwn L.nlbi- W0- Tml FnxaR-NPpNWKa Semtl 2M - Na AruS.es n, areaee.ype ny a Ln C.OIro Oinrybre BWn o O.eN/ xPW Me N9e o/.ve.N. LFniaorameN. tike, hMl M wV1vY sips. ♦ J ' - Lot is within Shoreland District ® SWFFC%EKONTR YNSMICTMONJAENF NOTE. NL SIGwlff FOR BWFF CREEK OVEIBAY DISMU MWT BE INSTwLL D MICA M ANY EMnt DISTURBING wC1MTY UNLE55 OTIEFYwBE MPBP/ED By THE pTY ENGIIEER. ENSTNG U,ILITIEa 514YM MESNa1M11N wN N1VRa%MIFTE NNY CNLY. THE LONIRACTOR sH41 DEME IMN 13 TE IL AL IMAs TOOF wHY NLI wLL RESPONSIBLE U,0U BEFCftE LCMAEN OF NAOR 11) TO BEF LO IkIIEMlPREFCHANY MO NL DNANGES MISING Wf CF M8 FNl11RE TD EINCRY LOUTE wN0 PRESET/E AM' wlp ALL E%ISnNG lR1UT1E3. FILE NO. TITLE SHEET BTYeam VISTAS AT BENTZ FARMS HOMESTEAD PARTNERS, LLC. SCANNED -- -1 —.- '—"^`-"-7tN 01GLL1LT �ING.°ISIR9INON'NDRIN LOMIEYNT4 11E)EBYfE""THATMl INcgAMn OFTNS PImD11CT IS SIRICSLY PROMBf1ED W1,Wt PR ME GRID $�T1gEEEp'j(�� PjT.INC}EXPRE83 NRITfEN NIMA12ATgN. USE NRNDIIf AO YB MI R DIAY REG6TERED PRC -. NInICRILR�nONLON ILLfGRISM nEIEHr tAL1BD TIE BTM1IE MIM ImEN041WlL IIOB.INFY SRT ST IN CPN 114 ERl3DUIST.I,, O BPoISIBIIRN - IST EEL $�TINEEERGC�lIIST. IIG REBERVESMERIGIIT TO NCID ANY ILLECIIMLE USERORPNiT4-LEGPLir RESPONSI&,E FDR PlN4GEs OR IlM8E8 REBLLnND iRpA IIiEGITMw1TE lAE NinNN `�RMNi. P.E. x .� rePaw. s..ay k IIY� x SOQ praFNs SvmenlaNe- Cmveb pu0 I '/I --..Dor 23W LwE.>ViICB Te Caul - ]ssJ 3 -ZT ].550 L`MM W: tY-pm s yyagole Bvw, t� Guanea G W B ('Se NMe ]) NDIIS 1. YMnun RMI-aI-FY - 2 YmYnun .1J gale .DL } YFenym elrert qWe O.JSS It iapw 2 l jxN n 6.pepq 6M. S Rdla aE MYW arU. 0. lti N4mFGw weN9 ala' f:! 1 Olast tlp nvt taabuefYn wpm lya.^9 PIr^wl W q. OlWninm lme. J. w Ipl .a a q. wme..msaaa fM ea Pe+m.e. e> q. o... N IM ypnce e1 a tilt Fgeeb. llw ut> I:p IM wgvRl to tpFe muOma .eyoa..v..:llm era m qe Iw tJ e. o-�.l. r.0 a gab mmq eoq .e.e al rmw1 sr claw s„zcm of b ESIDEAL �QQ RESIDENTIAL c STREET SECTION =_PING DMR ENT n w. 52 0 tit .w[ -•pr.. -� H w w o w m Iw $IaIE IN FEET a SATHRE-BERGQUIST, INC. _ 2 ISBSDUMBIONUMY MY TAMN.Will ( 4CHANHASSEI ` MINNESOTA MA W1 UnES 5YICWN ME 311OfM IN NI N'PRO.Y MMNr p1Lr. nE OCNiRN.TaR s1wLL DETEMHNE TrE ERACi uxwnaN of ury u+D Nl Exlsnry UIIunES BEFaRE COMAENLING WCwC IEAGREES mmE FlALr 1TEANC)51RF FORRNY MO Nl D4AOC.ES NESING Wf OF 18 FNl1FE 50 ENhCTLY =ATE ANC) NESFRVE NA' un nu ExlsnNs ununEs. FlLE ND FINAL STREET PLAN ,•$M, VISTAS AT BENTZ FARMS 2 HOMESTEAD PARTNERS, LLC. I/ 11 FAWN HILL ROAD 0 s a o a 10 +JJoo �-. IN ■ BGIE IN FEET DRPNN BT 8. C SATIREdERC•OVIST INL.I E%PRESB WRfREN AUTMMOATON. 11,E Y.1iH011f AAIA pW.Y REGLSTERED PRCFE$Bry 1000 NPoI O n• MOH PT ElEV:9,1 M - SNOAut1gRILy.TbN CONSniUTE3 AN ILL OnIATE ISEANO SHALL nEREBY IAWS� INEROT1 cHELI(LD By _ _ _ - - IwJEMwFr SAr,.yZEEER3OUIST INC. of Au REBPONSIffl Y t RW At IL � 8S M,TA2A3.W.OD zO I ET INL. RESERVER n1EPoGHT TO HIXD ANY ILLEGInIMTE \ KW,M s 9B0 - 8 ��L M� 970 980 - - - - - FRIXA ILLEOITN�ISE NiTw1N R HERMFN. P.E. — _ E%ISTING IInLIT1E5 SHOWN ARE 9MAN IN AN APPNO%MNT£ W\V C1LY. TIE Owe: o - -: S - - � - c � LONRVGTp2 sW41 CElETMtE nIE EIIALT LounCN CF ANY AIA AU EUBnNG or ununes SEFOREcawIENCINO V1ORIc. IE AOREEsro SE Fuer RESPONwaEFOR /WY _ _ -� S - � AIDALL OVAAGEs NESING pIf OF wB FNLLitE TO EYACTLY LIX'wTE /,ND PRESERVEANY ANOAU EwsnNs ununPs. -0.50 0.00 0.50 1.OD ,HO 2M0 2.90 N1q ,✓A GnoN wAs FAWN HILL ROAD 0 s a o a 10 +JJoo �-. IN ■ BGIE IN FEET WINDSOR COURT $0 1010 1010 102 1mc 100[ 980 980 WO Seo 950 900 DRPNN BT i� SATIREdERC•OVIST INL.I E%PRESB WRfREN AUTMMOATON. 11,E Y.1iH011f AAIA pW.Y REGLSTERED PRCFE$Bry 1000 NPoI MOH PT ElEV:9,1 M - SNOAut1gRILy.TbN CONSniUTE3 AN ILL OnIATE ISEANO SHALL nEREBY IAWS� INEROT1 cHELI(LD By _ _ _ - - IwJEMwFr SAr,.yZEEER3OUIST INC. of Au REBPONSIffl Y 990 RW 8S M,TA2A3.W.OD ET INL. RESERVER n1EPoGHT TO HIXD ANY ILLEGInIMTE \ KW,M s 9B0 - - - - - - - MER OR PPAII.. LO RESPONSIBLE FOR OANAOES OR LOSSES RESULTNG 970 M� 970 980 - - - - - FRIXA ILLEOITN�ISE NiTw1N R HERMFN. P.E. osteo _ E%ISTING IInLIT1E5 SHOWN ARE 9MAN IN AN APPNO%MNT£ W\V C1LY. TIE Owe: o - -: S - - � - c � LONRVGTp2 sW41 CElETMtE nIE EIIALT LounCN CF ANY AIA AU EUBnNG WINDSOR COURT $0 1010 1010 102 1mc 100[ 980 980 WO Seo 950 900 i� LVC'05,6 1000 MG1, Pf Sn1 M4Q MOH PT ElEV:9,1 M MRTA,M000 d M EIEV 98111.® 1A .8 8:10.00 AF LVL:OB.1V 990 LOW PT STA:,.OB.10 990 1N6 LOWPf Sr, 31 8S M,TA2A3.W.OD ZOpA ertrc M ELEV9r8.1,29 \ KW,M s 9B0 9m d1� 970 970 980 980 950 950 E%ISTING IInLIT1E5 SHOWN ARE 9MAN IN AN APPNO%MNT£ W\V C1LY. TIE - -: S - - � - c � LONRVGTp2 sW41 CElETMtE nIE EIIALT LounCN CF ANY AIA AU EUBnNG - - '_ - ununes SEFOREcawIENCINO V1ORIc. IE AOREEsro SE Fuer RESPONwaEFOR /WY _ _ -� S - � AIDALL OVAAGEs NESING pIf OF wB FNLLitE TO EYACTLY LIX'wTE /,ND PRESERVEANY ANOAU EwsnNs ununPs. -0.50 0.00 0.50 1.OD ,HO 2M0 2.90 N1q ,✓A GnoN wAs c,ry PROJELr rn. FlLE No. m510N A1DTIWTI fir' �,q f — FINAL STREET PLAN ffRpNLER TE �' „ SATHRE—BERGQUIST, INC. CHANHASSEN VISTAS AT BENTZ FARMS 3 ,$OS01n110Np y WY Tkmiw mm, (BFdT1— PyEFs MINNESOTA HOMESTEAD PARTNERS, LLC. vr4%Z P`FW` 11 I F6 s .p'. .1 ------------------ 10 F2, ,•� SOS ;Y• / / ;i \\� i A % F1••• � �, LB ` trg �; a lilt I , AA 1 , U `Y J � j 131i I lits slb I www..g:Pwr.xm R J_ 2 y D G P'o*N,,r.Ny,.4Nyx B A— SO pO °p ° °6B O \ Be ® o L LAE BNCl1UdFE�L.OPYING, OsmsErroN. ANEwo,t N'YANCE OF IwFAEBY CERITFY nMTnES PL --- - IIFORANnONI OF THIS PRODUCT IS STRICTLY PROHIBITED VATRXR MEPAREDSYMEORUNDERNy ___ ____ _____ _____________ SATME R°1,1118T.INL'e EXPRESS NRITTEN AUMCRWnON. LSE WTNOUf AN A DULY REGISTERED PREP, _---___--------------- SEE AULIICRIZATION cowsnTUTESMIUEcmMATE usE Mo sIw1TIEREe: wYsa TIE srATE ap rwMEs ___ ____ _____ ______ IroEMwFr sAT,.,(REaERGau6clNc. of ALL REsrwalNutt. 4ATMREbEH!'QUIBT, INL. RESERVES THE PoGHf TO HOLO ANY ILlEfilnlMlE USER°RFART�. LEGALLY RESPONSIBLE FCR MMAOES OR LOSSES RE3LLRwi �� _____ FRONILLEGIip1ATE U3E. wTTIMNRIIERAWN, P.E. osIw: o 1 ALL DIP FOR SANITARY SEWER LINES SHALL BE POLYWMPPED AND ALL SALTS USED SHALL BE STAINLESS STEEL 2 REFER TO DETAIL SHEETS TO SEE STRUCTURE DETAILS 3 ALL HYDRANT SENCHNARAS ME TOP NUT OF HYDRANT ♦. WYE LOCATIONS TO BE SUPPLED 3 VERIFIED BY CONTRACTORS. NGE STATIONING CALCULATED FROU THE O STREAM MMHOES. S. ALL TES AND OSTMCES ME TO THE CENTER OF SURFACE STRUCTURES. S ALL HYDRMES AND HYDRANT DATE VALVES ME RETAINED AND TIED BACK TO THE WATERNAN ME BY MEANS OF APPROVED MEGAEUGS UNLESS OMER'MSE NOTED. ]. ALL SEWER SERVICES ME LOCATED 3 FEET DONNSTRFAM OF WATER SERVICES IF SEVER AND WATER ARE IN THE SAME TRENCH S. ALL SEWER MO WATER SERVICES ME EXTENDED 13 FEET BEYOND THE PROPERTY LINE UNLESS OTHER ASE NOTED B. ALL VALVES ON THE WATERMAIN FOR THIS PROJECT SHALL BE GATE VALVES. NO BUTTERFLY VALVES SHALL BE USED ON THE WATERANIN FOR THIS PROJECT 10. THE CRY CF CHANHASSEN CURRENT ENGINEERING GUIDELINES• AND 9PECIFMATOSE SHAULGOVERN. 11. INSTALL HYDRMTS Y BEHIND CURB (TYPOALI POLY NMP ALL HYDRANT BARRELS BIW ALL HYDRANTS UNTIL THEY ME TESTED AND PUT N SERVICE 12 ALL P -IS VMTERMIN SHALL BE PVC C300IDR25l ALL 1R WATERVAN SIMLL BE PVC CSR (DRIB 13 MECHMOAL BALLS SHALL BE INSTALLED IN SAIIrtMY SEWER AT CONNECTION PONT$FO.LOMNG INSTALLATION OF PIPE TO PROTECT EXISTING INES FROA DEBRIS .S SEDIMENTNFILTRATON. BNJSSH11LLREMNNUN LUNESMETELEV6EDSACCEPTEDBY E cm N THE CONTRACTORSI44L COIRALT THE SEWER B YMTER DNSON AT LEAST Y HOURS PRIOR TO. PUBLO SE NERINATERMAIN CONNECION- 50 W 0 IO B0 160 ENSRNG URLRIES SiONW ME SHORAN IN M MPROILMATE My ONLY,TIE GCMAALTdt SFMLL OETETiAINE THE ENALT UJUTdi OF AN1' MO NL F%ISIING NonniT ANDAL3 BEFORE ANSING CUT NGRK. AIAGREESTOBEFUlYRESPONSIBLEFOR AN SULE IN FEET AIDNL DNAAGES APoSINO Wf OF HIS FNLLME TO EXACTLY LO(ATEANO PRESERVE ANY NO ALL E%ISnNG UTIUTIES. op"' AA,N — FINAL SANITARY SEWER AND WATERMAIN PLAN 3TBBSWI g SATHRE-BERGQUIST, INC. Pm ,., i D ,SSSdIMWYDIMY VNYlATA,MJ.3538, (SSB' ,28®B CHANHASSEN VISTAS AT BENTZ FARMS 4 N� MINNESOTA HOMESTEAD PARTNERS, LLC. 11 Rs vLH LL N 00 LL _ k � LL luo SCAf Iv FEET /' CW BapSp��'i�' A? ae , ' L RD B O�� 4 __ - I►r gam,'. wow woo 0 ,P WINDSOR COURT / a FAWN H ILL ROAD W 18+50 19+00 20+00 21+00 22a W 23+00 24+00 EwsnNG unun6sswLM. MESNwwT IN PN M%i0XI1MTE vwr arxr. THE C UnESTORgtE COFTIENGs1WlDETEIlANG NORr11EE.YA IDGTICNPNri41 EAsn1Y Unl1nE5 BEFK. IE POBEES TOSEBE Fl1LLY RE:It)MiBLE FCR ONr MO PLL DYAPGE3 PPoSING Wi CF MS FI11LUiE 1D EBACTLY LDCPTE Ntp pgS$EIryE/,MI A10PLL EKIsnNc ununEs. TUNING IM6E 14 BY MlE 1EVBg16 USE (INL'wgNV COWING. gSTPoBURON.NA�3R CD1MErP10E OF eABE�Nrz _ _ 1NFow.anorn ____ _____________ OF MS xeogcns sTRB:nT PROHIBITED NTOgUT _____ _______ ______ SiTNEEdERfsQUIST.IHC.§EXPRESS WtITTEN Pl1TV1CRIlATpN. USE WnR1Uf D1E mBr _--- -_-_--_-_--_-_-_-_-_-_--- -- ---------------- FN MNFI'SRl'9�E-BE AU STnENC KA�Ilq $T3�ISIBEUTY. S LTNERTHY A3M sAi1WE-9ERGC.I.�TIST.INC. RESERVES TfERIGNTTO HOIDNfr ILLEGRWIE USER qt PPRT� g1TE _ _____ ____ ________ _______________ FRO611L:EGI lEG yRE5FGH418lE Fm DVA11GES CR LOSSES RE3ULTN0 �.._... - �`1TE JSE STATE 9Bc S� PoM 9]6.6 B°° r 960 -0+50 0+00 07C RIM:9714 wow MM2 61D-16• RxreD STA 25.213 9156 9B0 M MNS RIM:iRB STA WYa 3 9K 9 RIM mme STA 20=9 BID: A.1 970 MH E%. PoM:9 W 980 amt C r. 29+95 MHB Blp MA yl.. ' 915 k9xeL aF��` S.D o+oo S: 1)a(7BLYM 3 STAP VT ms RTPMH10 N.974519 MM9mz RIM:96S3 R,�mrI1Mw STP91-n RIm9B 1 BLD: 194 120 w�mwza RIM:M3 &D: 167 C0 �• _ _ — zvel. LCT 950 135 [o.9x 915 3 1+00 2+00 2+75 NN4wf Taws i 11Paw0' rvMr9 r^�C� Y gtbgL ✓ IDD�gb� 9I}Rm � TWC7m,lD rPaC�Z � rwwa s.es ._ W 18+50 19+00 20+00 21+00 22a W 23+00 24+00 EwsnNG unun6sswLM. MESNwwT IN PN M%i0XI1MTE vwr arxr. THE C UnESTORgtE COFTIENGs1WlDETEIlANG NORr11EE.YA IDGTICNPNri41 EAsn1Y Unl1nE5 BEFK. IE POBEES TOSEBE Fl1LLY RE:It)MiBLE FCR ONr MO PLL DYAPGE3 PPoSING Wi CF MS FI11LUiE 1D EBACTLY LDCPTE Ntp pgS$EIryE/,MI A10PLL EKIsnNc ununEs. TUNING IM6E 14 BY MlE 1EVBg16 USE (INL'wgNV COWING. gSTPoBURON.NA�3R CD1MErP10E OF eABE�Nrz _ _ 1NFow.anorn ____ _____________ OF MS xeogcns sTRB:nT PROHIBITED NTOgUT _____ _______ ______ SiTNEEdERfsQUIST.IHC.§EXPRESS WtITTEN Pl1TV1CRIlATpN. USE WnR1Uf D1E mBr _--- -_-_--_-_--_-_-_-_-_-_--- -- ---------------- FN MNFI'SRl'9�E-BE AU STnENC KA�Ilq $T3�ISIBEUTY. S LTNERTHY A3M sAi1WE-9ERGC.I.�TIST.INC. RESERVES TfERIGNTTO HOIDNfr ILLEGRWIE USER qt PPRT� g1TE _ _____ ____ ________ _______________ FRO611L:EGI lEG yRE5FGH418lE Fm DVA11GES CR LOSSES RE3ULTN0 �.._... - �`1TE JSE STATE 9Bc S� PoM 9]6.6 B°° r 960 -0+50 0+00 07C RIM:9714 wow MM2 61D-16• RxreD STA 25.213 9156 9B0 M STA WYa 3 9K 9 RIM mme BLD: 120 970 MH E%. W 980 amt C r. 29+95 _ 9 950 915 k9xeL aF��` -0+so o+oo 9Bo 9130 970 9B0 9w .o MM3 Mi1N9BOBC 950 _ wo 950 0+00 1+00 2+00 3+75 3+00 2+00 1+00 CIM1 PROTECT ND. FINAL SANITARY SEWER AND WATERMAIN PLAN € SATHRE-BERGQUIST, INC. 160570MBRCNI'AMYMM TAIM.5S101,952,.,B®, CHANHASSEN VISTAS AT BENTZ FARMS MINNESOTA HOMESTEAD PARTNERS, LLC. �+F49 0+00 PoM 9]6.6 B°° TP 2..B2U SANITARY [xnnwrna ND ® BLD:1 RIM:9714 wow MM2 61D-16• RxreD STA 25.213 9156 BID -135 B 9 on_ MH E%. 5124.06 amt _ k9xeL aF��` 1)a(7BLYM w > Z n - rw,:rRa w�mwza n�1�F ap9rM _ _ — zvel. 950 [o.9x 915 3 1+00 2+00 2+75 3+75 3+00 2+00 1+00 CIM1 PROTECT ND. FINAL SANITARY SEWER AND WATERMAIN PLAN € SATHRE-BERGQUIST, INC. 160570MBRCNI'AMYMM TAIM.5S101,952,.,B®, CHANHASSEN VISTAS AT BENTZ FARMS MINNESOTA HOMESTEAD PARTNERS, LLC. �+F49 0+00 I -- l- _.._..__.__ -__.__...___.___.._______T_ _ _ .____ ________.____ _ -- _.________ _ F4,}- i, i - Y it 1 \ — o F F9 '; F10 sjj05t.. i 1 l; � Ft,• � �� I"� j FS Fil A. it T - . - - _ �\4 � �� 6 ry � � � li it •, '`. :gyp-NO.1 • - ;" , 1 i r� • .v1E ` - = . •. • ` ! ��Ii .s - tip., j OUTLETSTRUCnFE TALE SbuLn NnR STRUCNRE TABLE INN DUML OS -1 51ruW�e TYPE gNAETER M BUI INV CMIINB NDTES A3 CBM" w %)lm FES 95B.m R -3%I 1'Sl1MP A3 STMN w 96!.]00 952.30 R-IMB M CBMH w %8.500M'S0 R-3%) AS CBMH w SEI.M96 m R� AS CB 2T %7.500963.50 [4. RA313 A7 LBSYI w %1500MID R-306" AS Cs Z.3 %1500963.50 R-3067 B2 CBIM 16• 9]140096!-00 R-2536 1'SU.V 93 CB 2T 8]0.0.0m m R- OUTLETSTRUCnFE TALE SbuLn NnR ttPE INN DUML OS -1 OS 1s 956.00 SEE STRIICNRE DETNL st FES 995500 66 I. OS -2 OS DO SEE STRUCTURE DETML D1 FES %96 PES TALE gWneNuts TYPE SIZE INV L.Y. IbP RM Al FES 1s 956.00 60 st FES 1s mm 66 I. 01 FES 24 %lm 6o D1 FES 13 SSI.m TYPICAL FILTRATION BENCH DETAIL 25 ' x ¢ ,r` X - + • : - - - , , i '/ i3�E ) / r, - 20 . -- - ' € -- 21 �, o ®°O - - - 3' ,, !ia 13 F -------F —_-_ - - --1.Cw---MM'N -_ -1-- 1( • ♦ _ rowdc)(, PLOW Sw __ �'9r\\\�-- 10 F- __ J=_ II (86tl06En}Dw . xD ODL MW 8-�,NOs ) x " t LW erd 6oltoln, ) D ° De °o O _ Yv� � J/ �l Ym uFie; mmeD SMkYMN mN SaFMs (YT lo^MDOOT Spec 31I9.'L(F'M FM6l Srd Appals) OHO 04,20 0+30 OMO 0+50 0+00 0+70 POND,. FJL R TIM SHELF ELEVAnoNs E%ISnNG U31lIT1ES SHOM9 ARE 5HONN IN AN APPROYYMTE VNY ONLY.nE SO Q 0 SO 1w 1 / \ __ ___ _\ r SGLE IN FEET OF M6 FAlllIRENEFAC3LY LIXI,TE NO PRFSERNE ANY I LCNRiALTOR 51MLL LETEHEMNE r1E E.VLT lLfl�nON of ANY A1DNL EIJSnNG .... � ununPs sEFORE c06w,ENUNc LwRlc IE AOREEs ro BE Fuer REsnoNSSIE FORem _ __ ______ ��]� ANDAu 6,MrLE6 Aw41Nc our — ANDAU EFIsriND ununEs DMYANGNAME !tl. v DATE mvmlplgHERE gTYPROJECTND FILE No 94sEEENR IIFORMAIIMCOPYING. gSTR6Ylflpl.NMIRCONNEYMCE OF PREPggED HE OR UNDER MY DR SPEfJ�'�ON AND TINTI 4A' '9Va� BASE -SEN -- ---- -------------------------- sATME-sE� LIF TMS PRODUCT S STR y PRONISITED W,11C11I AMAWLY REo15TER UNDER °q�T s'y°F" . — FINAL STORM SEWER PLAN RQCl115T,INC.'v E%PRE66 NRIT,EN Al1rH0itWTON. IASE NITHJUi ESBIpyL EN/EER ANGER INE Y� 8]86800, NRH --- ---- ------------------ ------------- saDAUIHCRIZRnoNCONSnMESANIUEGInMATEusENW61Wln&RESY 1pN5T11ESTAl£OjMINNESOTA SATHRE-BERGQUIST, INC. CHECI(ED BY -_--_ -_---_-_-_-_-_-_---__--_-_--___------------ INDEMMFYSOTI.RE-BER DIST. INC. OFALLRESPONSI81L1iY. ��d`J]��/� �, 1 ,506D111H Li1AOLWY VMY?ATA, F&. 5636, L%a.]89D]0 CHANHASSEN VISTAS AT BENTZ FARMS g RgM S/`THRE"�R[iO1115T,INC. RESERVEBTHERIONTTOH=MYIIGTIMA,E /VY._ Q �� --- ---- -----------------------------. USER IX2 PMTy LEGALLY RESPON518-E FIXtIX ES OR LSSES RESUIING '1 s•, 4, MINNESOTA HOMESTEAD PARTNERS, LLC. s _---- _____------------ __ FROM 1L D`T%'Am USE. NA�TNANOR HERM9NPE. lic. W. r8Z Fas Y"40 1� 1 / 2 1 1 y E%ISTNG'JnLITE55HETEWIN SIIGIW IN MIMWlJ\XMIE MY bIY. TE ��` 4b2 11 C UnES BEF E CETERMINE nEIX 1E tLfEESMGF gNYYRIES NIR1 UIILITES SEGGRE COM.IENLINGNOIN.IEIME ip BE FZ- IESPC16lMEiOtN1I MD ALL GV-MGE3 MISING pUf GF HS FNLIME TD EFICiLV LO(AIE;aNG PNESE0.YElWI uo � E7JsnN3 unurlEs. 0Pw53w NnuEI w. I 3Y GSTE I 34Evrlpr BASE-BENa ___ ____ _____ ________________________ IIFORN�WTTONa~GCOPYING. asTibBUI1GN.MIIGR CGMIEYIIfE G: 'P WG11MIJN 1 OF rMI PFGpY.r9STRICrIv PFd1131TEG WTO JS OMM4BY ____ ____ SM1T1dtEdER �QVIST.INC YE%PFESS 11T13A MCAQAI%I11. I13E WTRLf wAOLLTHEMEI1FD HBI - SNO N1T11GR12gTCN CO1bnTl17ES NlILLfG1iIMPTE:AE MO SWLLL TH]IEBI' u__� GIff BY TE — NDEMNFr SqT E N3T.INC. CF M1IL RESPONS�BIt1Tr - - SM1THREEE aMa Frwulsr, INc. FESEFVEs THE NGNr ro Man n5n• ILLEGInIMTE _ __ _ _ _ _ _ _ _ _ - _ _ _ USER cF PnFT, -EGuir FESPaslelE Foa wNnGes of LossEs Fesu�nraa MTE fRCN11LLEGIl1MRTE USE. IMTIMN PE BY1b11 G� 98) BLD 3.T MD'.61 B G 53 'g le x, IT, WSJ M:NT SI 9]0 BE0 6 OI1 s cvua 91L TG: S®.5 WO 980 Seo 950 IrnsxcP m- i rc srl o rc:57P3 1 lsr-lrlyaB�Brn SN3HnanaFo BLG.9II MD: RA 900 94 8 8950 9703ArnaI MnIxS - 970 " 950 zw' z wlff 6P 915 M!!!MR 945 -0+50 0+00 1+00 2+00 3+00 4+00 5+00 $ +Gq � sP M o zs w ISP s• EIN FEET 990 910 980 950 905 DO Br%R9m.5 990 91L TG: S®.5 B'RPIiON BID:65 6 Cv CLJ Seo 950 IrnsxcP 98( CLS0 eSm rc srl o rc:57P3 1 cis • SN3HnanaFo BLG.9II MD: RA 900 94 -0+50 0+00 1+00 9703ArnaI MnIxS - 970 l wlff 6P 50510% M!!!MR 9fID ]J3-1B54CPneM $ CLs�a.YB R $ Y 2 950 ? 950 9r f 90.5 -0+50 0+00 1+00 2+00 3+00 9ro 970 POND 1 McSNc 6MHGN TC 5531 �� ecaa eLo_rr 980 980 13.SInCP b-RCv.960 CI -502.M% cyA -21'NCY 96D 88 ffi$ 5> 940 z > 900 935 935 -0+50 D+pp 1+00 970 91L TG: S®.5 B'RPIiON BID:65 6 Cv CLJ 950 IrnsxcP 98( CLS0 eSm 1 cis • 950 981 900 94 -0+50 0+00 1+00 STRUCTURE - POND 2 oP sScx.�S sx asP 15 xf. FINAL STORM SEWER PLAN VISTAS AT BENTZ FARMS 7 HOMESTEAD PARTNERS, LLC. 11 Elw wr �.i•-.__:_'wr.wW rrr wr♦w1 w ,�� :, - W v : LL,�ES�Pl�O` ♦ 4 . LL wr or n�. ;l�� W.�erex.e�a!®.a,NePlmae.,laara�x.,NLa,Rr�.,�.o�an.a.oa e a�,e...na.,EnN=Ea;.�...x„P.peeaeaR�.nMip,a,FA.mlr.�,l....am /1 pz s..ecrouruua waxes ® BLUFF CREEK RIAY DISTRICT MCMAlEN1 ■ pMashn wa.pw z- NATE: ILLL SIGNAGE FOR BLUFF CREEK OVERLAY DISTRICT MUST IT BE Well PRIOR TO ANY EARTH DISTURBMGACTMTY p pero.�o�arcxn smTMxxr wu UM£SSOTNElesel APPROVED BY THE GW ENGINEER. Is he Io. No eq ss ax. ELL. vIDes 41 ra Maeea sones � N.mmscmw Aaow[evtcasamsuoweoi •` nitt.6Vosvuxuewaele rvsivavMarsaiwomwwwmp.wmiusnniasas<¢sr,�,¢nnrexrroAvlcxswue. nexwtw mnwl warlrxvxsu,uAovmrrrwvR wsAMlTuunaxi Is loYmxu,au__ ohne 40TP aern�UMGDWMIWirID f1e.,6v EEDarY MaNeRMl6�>R MRP 6e. RsrN�en:�vRnID6�e�,si m,E:,Ol.6aees5 91E WRG _ ®Cua:O WEWR:r YIAeA9eef u! 1sL.ee.n10EIFP A,nl. q/Ce YaRMDea1GMMfPFR iMPrvW�[[CrLwxMYbM,u9iCW e[NNNCneuO WNnAN i.Nrin 9,4Ei6va,wenW nfARFrtO Re File e WO,YWd x RerONmNKwIW IaA[RGMRM.wAprirM,!lCaPenA 1Wp TalACRNFr1RHIWmn6mOl1[. W/EONn4R mMZRruMr.IM,0eiE5.m le eVW! W�v OieeJNPieRLLe RuaRua NMF(NS vMlmwA[:IVr. M ,.4ECMCV,�pCv„usrwril ClARHA,ue q,RCwOTe EIaNOFN.r 11 FILTRATION SHELF NOTES: 1. Inas ex cavation of the filbatln 00 El be, dug 2' below Me NTlhed fires grade 2. TM sand w Ihln the filtration El .0 be instilled ager Me sol .1 PUl Contra eWtlum Is mstaMed. a. To Phil eFoiII.co., hisay, giphem ensu Lotbe Ilved whin Me rmabpn stet at an, WMe. a. The bottom of the taratmn shelf shall ba Will a minehil d 12' prior to placing Me send 5. R lat vel, light eGu pme nt •mM tracts stall ba used to mobsivese Me fitglun shell. 1 i B. dutely upon mm iabon of grad g Me Mani they sit term stet be installed par Me plan to establish pemNer mntml l✓�� B Th sand w,Mn the still wit ee2ME, :MM1 a8 dh liaised one foot abi Me base of Me send. 9. The sand recommended by MNdot is 31092.1 S 5 0 --- 0+00 TYPICAL FILTRATION BENCH DETAIL 19 5 z`- ------------- — z( —_ Iva ImapRessoe; cRetested a.MwjR,sal 0.AltelAr "Sees) Spit (BWBed Is 3evl Rdlr top "I ill B' emchide) ------- i__— _ _.__ _ SandF1WITevdp3 hk1t): (Far F�Ir3rtl -------- ____ 5 Line sc3abldisF False, $Jeal MhD eBelia(2'TNdt): ImpenAOlR y"apmlmle FabAp � �a,Oe 0.10 asci 0+20 0+40 0+50 0100 0+70 t' -R Sa ,0 p b BO 11p SOAl£ IN FEET PONOd-HLTMTION BIELFE,EVATAeE ®.�3.---__________�____.� E1gSTNG U1hLLl1ES SIYAMI ARE SMOAM IN AN MFRO.tpMTE All ONLY. THE DOt1RADTOR SwrL1 DETEPIAME 1-1E EJQI I.O(AnON OF ANY AW ALL EAISnMO LIR,Ll B,PMECd.MENf}Np MARK. NE AGREES TO SE PULLY RESPCfWBIE FON ANY Aro Au OAMACES APHIMIG an OF les FAILIIRE TO E)(ACTLY LbfATE AND PRESERVE AN AND ALL EJg5nN ; UnUnES. bOi Nem lRtogsCT l�sS nr vaoweNim MI1110UY SP 1RONVINAS tPREPARED�aRv WO A`1nNrI �a cnv txroAECT No. FINAL GRADING PLAN Fele No. , eebm rGHBT.INC.'s E%PRESG NRITTEN AUPCRVATKKt IRE MlRO1R $1Pe+AsiON AMADIAY AF[iBIEREDPRCiEyypp� E�[.E0.lAt0ERnE uNRo�TIEBTArEo�wEwrA. �gW m SATHRE-BERGQUIST, INC. zATaNCDNSII n SANIILEGITsAATEUSEANDSNwuTHERESY .,«EBERDDIAST.I„DDFALLREBP«BN� Y. CHANHASSEN VISTAS AT BENTZ FARMS g � _ j g� Bir „YUT. « t„B ,B�ga aOIAST. NNC. RESERVES THE RIGHT TO HOLD ANY ILLEGOCMTE *v IPGAtLY REBPDNBRLE FGR DAMAGES DR I.WSES REBLI.TIIG .' MINNESOTA HOMESTEAD PARTNERS, LLC. N,tATE USE o %12 'RE a.•,a w w o w w ,A FEET SGLLE IN FEET ME (NCLUDI-. GOPVING. DISIAIMIDN. MOCK CdNEYANCE OF ___ ____ _____ _ __ WC no") OF THIS PRWIICT IS ST CK Y BITED YATIJUT MA E-BERC�OIIIST. IML Y EXPRESS WUTTEN MfnM.RWTICN UBE NfIigUf SMD AUTHCRX CN CrySnNTE3 PN ILLEGITIMATE UBE AND BNWLL TIER®Y SAS�iLTMEb S^T-BERGDUIST. IML. CFALLRESFONSIBIUTY �t!gtl% IMG. RESERVES THE MI M H l IL1f NATE IXERW PARTY LEG Y RESPOISIBI£ FOR DIMAGES OR LOBAES R TIN6 _ _____ ___________________________ Fld^M ILLEGITTyATE USE. SATHRE-BERGQUIST, INC. 1M BDIIIN BIOMIMY MY TA M1. 55501 Cffi 4n MINNESOTA ioRTROCK ENTRANCE BERM 0 0_0 ----- SILT FENCE -- POST GRADING SILT FEN. —ao— BIO -ROLL CONCRETE WASHOUT .. INLET PROTECTION EROSION BLANKET ® BLLIFF CREEK WERIAY DISTRICT MOM.fAENf NOTE. ALL SIGNAGE FCR BWFF CREEK DYEPoAY DIST ICT MIST BE INSTP -ED PRIOR TO ANY FA DISNF®ING RCT w UN.ESS DTN SE PPPRWED BY ME 01 ENGINEER. E%ISnNG UnUnE55H0'.XI ARESNONN IN MIMPRO%WTE NMY CNLY. n1E C UnE WI kE DETERMINEn1E HE ID Sg Mn I RNDNL Ews F UnIInEG BEFDRE Cp.ME1l X Ills NE AGREES TO BE EULLY RESNNSIBIE Fpf M1V AIO ALL D snw ARISING dlf OF HG FAILWE TO E%ACTLV LIXI�TE AND PRESERVE PM' AMD Au EMsnNG ununEs. FILE Nq FINAL EROSION CONTROL PLAN „NgVB, VISTAS AT BENTZ FARMS HOMESTEAD PARTNERS, LLC. �� li- �:u Ate,. I i/ 0'ss 4 W ®�'ra*�^� a SLUFF l'Jl b.: CREEK OVERLAYLY USE (INCLUDING COPYING. D6TRIBOTM, MpNIRCONVEYMCE OF INFORMATION, OF THIS PRODUCT IS STRICTLY PROMETTED WRHWT RONEY 6 ASSCCWTES LWp$CAPE ARCNITECTS.IIIC.'S E%g1E$$WRRTEN AUMg21ZATlO1. USE WiTIgIITSAIDAUT MIO TIONCONST MSMLLEG TEUSEANDSHALL TIERERY INDEMNIFY NCRRY a ASSOCIATES LAfOSCAPE ARCHITECTS. MC. OF AL1 RESPONSIRIL(lY. NCRBY6ASSOCIATESIFNDS ARCHITECTS,INC RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLM Y RE SPSMLE ' FOR DAMAGES OR LOSSES RESULTING FRCW ILLECAIMATE USE. wTIMCRE NAME a TREES �u Replacement Tree IPNDSCAPE REQUIREMENTS NOTES: AL ftedmaN LYlden _, a 5 dam LOleMII Ee INbg p¢dM1aluso Coils TrmbEe NeredNtlaFM YaLL NA " ` ,.•r d�rxall theHaEMNe Feet HkghL Cpidb Treemesane Mlaafa y fiimk ekaWMe bemir SY)eale' . TFMa D tact Tub xo OenJlJMpiaacks 6a. lA K PISnc"Em tare aladeNa PIMMNn' 6 ance. an ID" o' T Nomorewn1^ Were T. maybe Than anyOre Tr®Spedm % 4 d'., I li- �:u Ate,. I i/ 0'ss 4 W ®�'ra*�^� a SLUFF l'Jl b.: CREEK OVERLAYLY USE (INCLUDING COPYING. D6TRIBOTM, MpNIRCONVEYMCE OF INFORMATION, OF THIS PRODUCT IS STRICTLY PROMETTED WRHWT RONEY 6 ASSCCWTES LWp$CAPE ARCNITECTS.IIIC.'S E%g1E$$WRRTEN AUMg21ZATlO1. USE WiTIgIITSAIDAUT MIO TIONCONST MSMLLEG TEUSEANDSHALL TIERERY INDEMNIFY NCRRY a ASSOCIATES LAfOSCAPE ARCHITECTS. MC. OF AL1 RESPONSIRIL(lY. NCRBY6ASSOCIATESIFNDS ARCHITECTS,INC RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLM Y RE SPSMLE ' FOR DAMAGES OR LOSSES RESULTING FRCW ILLECAIMATE USE. WITH MULCH VINYL EDGING WITH MULCH PLANTING BLED VINYL EDGING WITH MULCH 9� CANCPY REPLACEMENT REQUIREMENTS NOTES 1. N1rm gantlrg Trees, One Tree Shea Mewmal bpu ke 1,669^apae FM arRMCarq 2. TMM%must be mom IN approved LM d DeaFWM Stables. A No ma<man 10 w W me Trees may M M1Om ®rY O1a Tree SprlbsC ro nve Rw M dit Tnrs neer La man any Or Gabs. a. Qarebry f reel shall be at Mat TxO aM Om Haff Inch "NraH9Oy TraaS anal na a monnorl a One aM A H. MT. 5. Confer Traas ..It m a on -mum W So Feet in H%2M fi, Planta Material useC lar Ina RelweatallOn 9neN m OIe Fmla SyY� tl Vpebbl kVtl Cn $b. ], Tree Snall m A— tial are."ha'S a IO ma $d I/Ja1pf 1W4 rA $ic. 9. Tree mall be'rwn CeNfiM l Trob S. 9. Not less man ]SY W me Total Trees rryurM Sawa 4O.amy Spalm, LANDSCApWG: 1.Y yl E03iy to W uea] aM NanN Stomiced Mulch sur®J armE SnvbS pMnM an Berms, . Paror elm=uTrea W GNTINn I Fi2FNn KEY COMMON NuIE wTIMCRE NAME 812E I NOTES TREES Replacement Tlee Replacement Tree IPNDSCAPE REQUIREMENTS NOTES: AL ftedmaN LYlden _, a 5 dam LOleMII Ee INbg p¢dM1aluso Coils TrmbEe NeredNtlaFM YaLL NA " ` ,.•r 5 theHaEMNe Feet HkghL Cpidb Treemesane Mlaafa y fiimk ekaWMe bemir SY)eale' . TFMa D tact Tub xo OenJlJMpiaacks 6a. lA K PISnc"Em tare aladeNa PIMMNn' 6 ance. an ID" o' T Nomorewn1^ Were T. maybe Than anyOre Tr®Spedm % 4 d'., I Nb mere amn low Wme rmea maybe Thpmany OaTree Gear W Rad Nae 5 BUFFER REWIREMENTS NOTES. (\ _ a 1. Beflx mall %lb— a Galdn aN6 3M SAW MaRea TI -A No al seOmO/. TnaMwa no &fla Pbray[ra{urep. 3. EtNnrp Tress Nor. Wlrlelm IW laoNood W I SouthmooIn. . 2. Bele, Pla.e., are aomsefi6aln Ohne LAO M1.09 &team tle a 6. Trees,th Wunl, theffia A.'Neeufle-rapArecalb. S Wlgn BIVO Ii a wIIMOr, I.IMMB.9Wrar repWremmla aesyl.WyLstdl BUI1byVl9'. GbW,mgtcl le. E., nm Trees e s- 6.BW ,Won, YA ]. Buller wean • w OR Back WS SIRUce �- B B. Per2C CMe Sec 30-11]6, me ne2asary BUBe ga4np (a Bufleryar09'an: Nn HDM Pkle reaepa T 2 Trees 2 aUn 1ren Mmm as. elrab 1 Carrxe aerksa' 6 BUFF7 CKCUTATIW6: \ p x YIIWD' 5 45111 IMP AS asldpakw 6.IT NrMpPa br 30 ulee&Fa - 0.4 Nero"W Cacpy (Gvsaby) Thebe Rplral, 1.5 ASol A 2-18-I Olsekay Tlax Z No. llralanbry(OrrmseMlCaYlx) Tree RepYle2 45 A BA A a 1 T1 18 LMYffiry TleM 1 La NwnW OI SIwIM Reµ4eE: as A BAA 6-10g-t14aWe r SwrJ EiYq TQ rA NaMar el Carbpy (O+ nko,) T.2 (Three&allow) O Numnva Uralersbry Trees: a (Spoke. AN, Wrlel.6n) I SLFFERPLANTIN35REWIREM Cara Trex: 4-2.2 Unfinsbry Tears: 8. a -C /\ seri Sh. tI-D-11 WITH MULCH VINYL EDGING WITH MULCH PLANTING BLED VINYL EDGING WITH MULCH 9� CANCPY REPLACEMENT REQUIREMENTS NOTES 1. N1rm gantlrg Trees, One Tree Shea Mewmal bpu ke 1,669^apae FM arRMCarq 2. TMM%must be mom IN approved LM d DeaFWM Stables. A No ma<man 10 w W me Trees may M M1Om ®rY O1a Tree SprlbsC ro nve Rw M dit Tnrs neer La man any Or Gabs. a. Qarebry f reel shall be at Mat TxO aM Om Haff Inch "NraH9Oy TraaS anal na a monnorl a One aM A H. MT. 5. Confer Traas ..It m a on -mum W So Feet in H%2M fi, Planta Material useC lar Ina RelweatallOn 9neN m OIe Fmla SyY� tl Vpebbl kVtl Cn $b. ], Tree Snall m A— tial are."ha'S a IO ma $d I/Ja1pf 1W4 rA $ic. 9. Tree mall be'rwn CeNfiM l Trob S. 9. Not less man ]SY W me Total Trees rryurM Sawa 4O.amy Spalm, LANDSCApWG: 1.Y yl E03iy to W uea] aM NanN Stomiced Mulch sur®J armE SnvbS pMnM an Berms, . Paror elm=uTrea W GNTINn I Fi2FNn KEY COMMON NuIE wTIMCRE NAME 812E I NOTES TREES Replacement Tlee Replacement Tree Required Lot Tree AL ftedmaN LYlden TIb bNOleesA RMlwtl' 5 2598 mosightsw4eleeklar NA Gab PeutlNnYs 5 2598 Stye Ilan leader K Locust fiimk ekaWMe bemir SY)eale' a 2.598 stRagntsingleketweer K PISnc"Em tare aladeNa PIMMNn' 6 2598 Sara nl sn elBeMr Re Riva Such aeWe r". a 2598 MlUstan dont W Rad Nae 5 25913 SbaRhtsingleletacler W Red OM Oreaa Nese a 2:Y eg nl sn .leader 3M SAW MaRea 2598 Sitalld..96.1datlef IW laoNood W 2 1.598 SUm,Rleang.leekler LAO M1.09 &team tle a 2598 S"01 leader E., nm Trees OR Back WS SIRUce PiaB edN1YM B @a@ Nn HDM Pkle reaepa T @ BB elrab RD Rad Ttawwand Carrxe aerksa' 6 26' M W DIa6dD NnWMk p x YIIWD' 5 2!M Tata " 0 o Replacement Tlee Replacement Tree Required Lot Tree Ed58Dg Saved Tree Shrut, 2.5' Deciduous T Evergreen 2.5'Deciducus Norby & Associates Landscape Architects, Inc. IDD Em Savofi Street CTak4MN 35313 MJDMIL 50 25 a 25 5) iaD SCALE IN FEET LANDSCAPING PLAN vlcrown. MINNESOTA VISTAS AT BENTZ FARMS Aw"A' fLEN0. Lt OFCHANHASSM RECEIVED a r 2 2 2014 Vistas at Bentz Farms NANIHMENPIANNINGMPT Chanhassen, Minnesota DATE: 5/15/2014 Rev: 9/18/2014 Prepared For: Homestead Partners, LLC. Job #: 37865-001 Prepared By: Sathre-Bergquist, Inc. BLOCK 1 LOT AREA WETLAND AREA 1 81,460 sq. ft. 1.87 acres 2 34,540 sq. ft. 0.79 acres 3 42,671 sq. ft. 0.98 acres 4 46,226 sq. ft. 1.06 acres 5 18,917 sq. ft. 0.43 acres 6 16,630 sq. ft. 0.38 acres 7 15,642 sq. ft. 0.36 acres 8 16,266 sq. ft. 0.37 acres 9 14,792 sq. ft. 0.34 acres 10 18,423 sq. ft. 0.42 acres 233 sq. ft. 11 18,275 so. ft. 0.42 acres sq. ft. 7.43 acres 233 sq. BLOCK 2 LOT AREA WETLAND AREA 1 18,616 sq. ft. 0.43 acres 2 15,066 sq. ft. 0.35 acres 3 21,077 sq. ft. 0.48 acres 4 17,017 sq. ft. 0.39 acres Total 71,776 sq. ft. 1.65 acres OUTLOTS LOT AREA WETLAND AREA A 343,169 sq. ft. 7.88 acres 203,045 sq. ft. B 21,783 sq. ft. 0.50 acres C 415 sq. ft. 0.01 acres D 5,837 sq. ft. 0.13 acres Total 371,204 sq. ft. 8.52 acres 203,045 sq. ft. Total Lots 395,618 sq. ft. 9.08 acres Total Oudots 371,204 sq. ft. 8.52 acres Total Right of Way 88,931 sq. ft. 2.04 acres TOTAL 855,733 sq. ft. 19.64 acres Total Lots = 19 SCANNED EEas soR` SATHRE-BERGQUIST, INC. �N { eP 150 SOUTH BROADWAY, WAYZATA, MINNESOTA, �LFRs P�P�' 55391 ( 9 5 2 ) 476-6000 FAX (952) 476-0104 September 22, 2014 Listed below are the review letter comments and our responses to each item. Please see below. DATE: FILE NO.: PETITIONER: PRELIM&FINAL PLAT: LOCATION: RECOMMENDATION 2014-018 Homestead Partners, LLC. Jason Biederwolf VISTAS AT BENTZ FARMS East of Dunkirk Lane and south of Terra Vista Addition ciTY0FCHA1 HAGMN RECEIVED SLP 1.2 2014 C"ANHAS%NP(AWftr I,r Staff recommends that the Planning Commission approve the project subject to the following conditions and adoption of the attached Findings of Fact and Recommendation: Rezoning 1. The rezoning shall apply only to the platted lots within Vistas at Bentz Farms and exclude the outlots. Conditional Use Permit 2. Dedicate Outlot A to the City as permanent open space. Subdivision Building Official Conditions 1. Provide a 1:200 "clean" plat drawing. Response: A 1:200 clean plat drawing is included with the submittal. 2. Demolition permits are required for the removal of any existing structures. Response: The developer will obtain any necessary permits prior to demolition activities. 3. Buildings may be required to be designed by an architect and/or engineer as determined by the Building Official. Response: The City and the Developer can discuss this. SCANNED Serenity on the Greenway (2014018) Final Plat Page 2 4. A final grading plan and soils report must be submitted to the Inspections Division before permits can be issued. Response: A grading plan and soils reports are included with this submittal. 5. Retaining walls over four feet high require a permit and must be designed by a professional engineer. Response: Retaining wall has been revised to a maximum height of 4 feet. 6. Each lot must be provided with separate sewer and water services. Response: All lots have separate sewer and water services provided. 7. The applicant and/or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. Response: As the engineer, we can be available to discuss plan review and permit procedures at any time. Engineering Conditions 1. The developer shall update the title search for this property and find the documentation for the roadway easement on Parcel 2. Response: Developer will provide updated title work. 2. The final plan submittal must show the proposed elevation at the proposed building comers. Response: Spot elevations have been provided at the front and rear set back lines to ensure both lots will drain. 3. Proposed lots shall be graded to drain away from building locations. Response: Lots are graded to drain away from houses. 4. The grading plan must show proposed elevations at the center of the proposed driveway at the curb line. Response: Driveway grades are shown to the right of way with an elevation listed at the right of way. The grade then changes and follows the boulevard to the road. This way, the standard boulevard is maintained. 5. The lowest building opening for properties adjacent to an Emergency Over -Flow (EOF) must be a minimum of 1 foot above the EOF elevation. Response: Lowest openings are set at a minimum of 1 foot above EOF. 6. The plans must identify proposed stockpile areas. Response: The erosion control plan now shows a proposed area for stockpiling. 7. The retaining wall must be designed by a professional engineer registered in the state of Minnesota. Response: Retaining wall has been redesigned to a maximum height of 4 feet. 8. The following materials are prohibited for retaining wall construction: smooth face, poured in place concrete (stamped or patterned is acceptable), masonry, railroad ties and timber. Walls taller than 6 feet shall not be constructed with boulder rock. Response: Retaining wall has been redesigned to a maximum height of 4 feet and will be boulder rock. 9. A Homeowners Association (HOA) must be created to take ownership and maintenance responsibility of the retaining wall and any drain tile that will cross property lines. Response: Developer will provide HOA documents. 10. Curb and gutter are required for the private street. Response: The private street will be graded with a reverse crown such that storm water will run down the centerline to CB B3. Curb and gutter is not necessary. w:OH4 r,.j�137e65m1 CHANHASSEN- eENTZ\1NF0co.reyod..\L �se1-xp.r r-smr Report-092214.docx Serenity on the Greenway (2014018) Final Plat Page 3 11. The engineering department's preference would be to remove the farm drives and the culverts underneath them. The developer's engineer shall work with Carver County staff to accomplish this. Response: Notes have been added to the plans to remove farm drives and culverts. We will work with Carver County as necessary to work within county right-of-way. 12. The proposed watermain pipe shall by C900. Response: Pipe was marked as such in profiles. 13. An assessment for the Lake Ann Interceptor improvements from 2003 is outstanding for this property. The principal of $187.50 must be paid or reassessed to the individual lots at the time of final plat. Response: Developer is responsible for all assessments and fees. 14. An assessment for water and sewer improvements from 2002 is outstanding. The principal of $38,922.00 must be paid or reassessed to the individual lots at the time of final plat. Response: Developer is responsible for all assessments and fees. 15. Water and sewer partial hook-ups are due at the time of final plat. The partial hook-up fees will be assessed at the rate in effect at that time. Response: Developer is responsible for all assessments and fees. Fire Marshal Conditions 1. A three-foot clear space must be maintained around fire hydrants. Response: Hydrants are placed with adequate space around them. 2. Prior to combustible construction, fire hydrants must be made serviceable. Response: Fire hydrants will be made serviceable before combustible construction. 3. Temporary street signs shall be installed prior to and during construction. Response: Temporary street signs will be installed prior to construction. 4. Prior to combustible construction, fire apparatus access roads capable of supporting the weight of fire apparatus shall be made serviceable. Response: Fire apparatus roads will be made serviceable before combustible construction. 5. No burning permits will be issued for trees, brush that is removed. Response: Trees and brush will be removed from site. 6. The center island in the proposed cul du sac is not allowed. Response: The cul-de-sac island has been removed. 7. Submit proposed private street name to Chanhassen Fire Marshal and Building Official for review and approval. Response: Private street name: Windsor Court. 8. An additional fire hydrant will be required at the northwest corner of Galpin Boulevard and Fawn Hill Road. Response: There is a proposed hydrant to the NW of the intersection. 9. "No Parking Fire Lane" signs will be required on the east side of the private drive/road. Spacing shall be 75 feet, wording on both sides of posts. Contact Chanhassen Fire Marshal for more information if needed. Response: Signs have been added to plans. Natural Resource Specialist Conditions 1. Tree protection fencing will be required around any preserved trees. It shall be installed prior to grading. Response: Silt fence will be used to determine grading/tree removal limits. 2. Tree preservation fencing shall be installed at the dripline around tree #432. The applicant shall revise the grading plan to show no grading within a 20' diameter around the trunk of the tree, with the exception of the street installation to the west of the tree. WA2014ProjwM\39865-001 CHANHASSEN - 8ENM1NF0\ComspDn&me�Lener\S91- rse�P.. lever- smr Report-092214.docx Serenity on the Greenway (2014018) Final Plat Page 4 Response: No grading contours pass within a 20' diameter of the tree with the exception of the street installation. 3. The applicant shall remove all hazard and diseased trees in the bufferyard area prior to final acceptance of the completed development. Response: Hazardous and diseased trees will be removed. 4. Each lot shall have a minimum of three trees planted, at least one of those trees must be in the front yard. Response: Revised landscape plan is included. 5. In the plant schedule, the applicant should correct Picea abies as Norway spruce, not Norway pine. Response: The landscape plan has been revised. Parks Conditions 1. Full park fees in lieu of additional parkland dedication and/or trail construction shall be collected at the time of final plat recording. Response: Developer is responsible for all assessments and fees. Planning Conditions 1. The applicant needs to calculate the lot areas of Lots 1 through 4 excluding the lot area encompassed within the private street easement. Lot 1: 1.85 ac. Lot 2:.74 ac. Lot 3:.74 ac. Lot 4:.69 ac. 2. Lots within the development are limited to single-family detached homes. Response: All lots will be single family detached homes. 3. The applicant shall work with the Carver County Historical Society to create and install a historic marker or plaque for the property commemorating the Lyman Farm. Response: The developer will be responsible for working to create historic marker/plaque. 4. Unless the property to the northwest is combined with the property to the north of this development as a zoning lot, which is ghost platted in conjunction with this plat, the developer will be required to show how to this parcel will be accessed and developed. Response: The NW property is being combined with the property to the north. Water Resource Specialist Conditions The developer's engineer shall work with staff to provide more clear and concise demarcation of the Bluff Creek Overlay District and the setback from the Bluff Creek Overlay District. Response: Plans are more clearly labeled. The Bluff Creek Overlay District boundary shall be demarcated with appropriate signage at all points of intersection with lot lines and at all major angle points. This signage shall be show on the plat, site plan and erosion control plan. Response: Monumentation has been added to the plans. All signage for the Bluff Creek Overlay District shall be installed prior to any earth - disturbing activity unless otherwise approved by the City in writing. Response: A note has been added to the plans. W;W14 rry�\37965-wl Cx RASSFN- 96N7ZUNF0\Comsp0ndc=kL er\s91-R� I�r-smrz Report-092214.docx Serenity on the Greenway (2014018) Final Plat Page 5 4. That portion of the Bluff Creek Overlay District and applicable setback disturbed for site grading shall be vegetated in native vegetation and a planting plan and schedule shall be provided. Response: We will work with the city to discuss native seed mixes and timing. 5. Outlot A shall be dedicated to the City. Response: Outlot A will be dedicated to the City. 6. The swale behind Lots 13 and 14 shall have a drain tile installed as part of the site grading and utility installation. This shall be included before final plat approval. Response: Typically draintile is installed through long stretches of rear yard runoff and on shallow slopes. 7. The pond designs shall include either the installation of forebays as described in the City's Surface Water Management Plan or provide for the installation of environmental manholes or four -foot or deeper sump manholes with a SAFL baffle at CBMH A2 and B2. Response: Sumps have been added to CBMHs A2 and B2. Environmental manholes will be used to satisfy requirements. 8. The filtration bench shall be lined with an impervious geotextile fabric to prevent intrusion of ground water into the trench and due to the lack of adequate separation to water table. Response: The filtration shelf detail now calls out an impervious geo fabric for the filtration shelf. 9. A comprehensive, stand-alone SWPPP document with all elements required by Part III of the NPDES construction permit shall be prepared and submitted to the City for review and comment before final plat approval. Response: A copy of the SWPPP has been included with the submittal. 10. The applicant must demonstrate the infeasibility of alternate methods of volume reduction to justify the absence of any volume reducing management practices as is currently proposed before final plat approval. Response: This property has been looked at numerous times over the years for development. The primary reason nothing has happened in the past is due to the soils found on-site. We did 5 soil borings on the site to begin with. Due to the results found, we went out and dug an additional 12 test pits to see if the soil borings were accurate. On average, there is 7 to 8 feet of unsuitable soil across the top of the site. Below that we tight clay soils not conducive to infiltration. Also due to Buff Creek and the large wetland complex, the water table was observed in the soil borings as well. The original preliminary plat contained 20 lots. There was a public cul-de-sac extending south with lots on both sides. Due to the soils, we turned the public cul-de-sac into a private driveway only serving 4 lots. Needless to say, the soils found on site have been the largest obstacle for this development and long term infiltration practices found on-site are not a viable option. 11. The applicant must comply with the requirements of all other jurisdictional agencies with authority over the project area. Response: We will obtain approval for all necessary agencies, however, we are uncertain if a watershed application needs to be made. At this time, it is our understanding that RPBCWD currently does not have a stormwater rule. Please advise. 12. Surface Water Management connection charges are estimated to be $57,136.00. This connection charge will be due at the time of final plat. Response: The developer will be responsible for all fees. w:Umia P,u,M'37Mwm CHAn SSE -Be INFO\CWRVa.d��Uo\SBI-x L�,-surf Report-092214.docx That part of the West Half of the Southwest Quarter of Section 10, Township 116, Range 23, Carver County, Minnesota, described as follows: Commencing at the west quarter corner of said Section 10; thence on an assumed bearing of South I degree 56 minutes 40 seconds East along the west line of said Southwest Quarter, a distance of 1,213.40 feet to the point of beginning of the tract to be described; thence continuing South 1 degree 56 minutes 40 seconds East along said west line of the Southwest Quarter, a distance of 455.48 feet; thence South 79 degrees 32 minutes 20 seconds East, a distance of 177.77 feet; thence South 86 degrees 32 minutes 20 seconds East, a distance of 100.40 feet; thence South 78 degrees 32 minutes 20 seconds East, a distance of 194.14 feet; thence South 74 degrees 32 minutes 20 seconds East, a distance of 150.00 feet; thence South 47 degrees 17 minutes 20 seconds East, a distance of 75.43 feet; thence North 82 degrees 42 minutes 40 seconds East, a distance of 74.98 feet; thence South 58 degrees 17 minutes 20 seconds East, a distance of 84.58 feet; thence South 89 degrees 17 minutes 20 seconds East, a distance of 164.63 feet; thence North 18 degrees 17 minutes 40 seconds East, a distance of 259.05 feet; thence northerly a distance of 469.80 feet along a tangential curve concave to the West, having a radius of 3452.34 feet and a central angle of 7 degrees 47 minutes 49 seconds; thence South 88 degrees 03 minutes 20 seconds West along a line not tangent to said curve, a distance of 1190.41 feet to the point of beginning. And That part of the Northwest Quarter of the Southwest Quarter of Section 10, Township 116, Range 23, Carver County, Minnesota, described as follows; Commencing at the West Quarter corner of said Section 10; thence on an assumed bearing of South 1 degree 56 minutes 40 seconds East along the west line of said Southwest Quarter, a distance of 1213.40 feet; thence North 88 degrees 03 minutes 20 seconds East, a distance of 464.93 feet to the point of beginning of the tract to be described; thence North I degree 56 minutes 40 seconds West on a line parallel to said west line of the Southwest Quarter, a distance of 289.19 feet; thence North 88 degrees 03 minutes 20 seconds East, a distance of 777.13 feet; thence South 6 degrees 43 minutes 00 seconds West, a distance of 66.03 feet; thence southerly a distance of 227.81 feet along a tangential curve concave to the west having a radius of 3,452.34 feet and a central angle of 3 degrees 46 minutes 51 seconds; thence South 88 degrees 03 minutes 20 seconds West, a distance of 725.48 feet to the point of beginning. This tract contains 5.00 acres of land and is subject to right-of-way in existing county road and subject to roadway easement over the North 30.00 feet thereof and any and all easements of record. SCANNED VISTAS AT BENTZ FARMS 200 SCALE RECEI�VED Et SEP 2 2 2014 CHANdAM PLANNING I'FN1 !\ TTT / l ! / T TTT /l T\ 200 100 0 100 200 400 SCALE IN FEET SCANNED s4, SATHRE—BERGQUIST, 150 South Broadway Ave. Wayzata, MN. 55391 "F4, , - --e (952) 476-6000 w .sathre.com VISTAS AT BENTZ FARMS Dete:O&22-02 ae� Preparetl 3 JML Chi Prepared For Layout Sheet: FP 200 SCALE Homestead Partners, LLC. PmjeG Number: 37865-001 DBP Stam Sewers 00.30 SCANNED Storm Sewer Tabulation Page 1 Station Len Drng Area Rnoff Area x C Tc Rain Total Cap Val Pipe Invert Elev HGL Elev Gmd / Rim Elev Line ID coeff (1) flow full Llne To Incr l Incr Total Inlet Syst Size Slope Dn Up Dn Up Dn Up Llne F(at) (ft) (ac) (C) (min) (min) (in/hr) (cfs) (cfs) (ft/s) (In) (%) (ft) (ft) (ft) (ft) (ft) (ft) 1 End 236.181 0.01 1.16 0.40 0.00 0.46 15.0 15.2 4.2 1.95 19.33 5.27 18 3.39 958.00 966.00 958.32 966.53 959.79 971.00 1-2 2 1 16.000 1.15 1.15 0.40 0.46 0.46 15.0 15.0 4.2 1.93 24.91 3.51 18 5.63 966.00 966.90 966.53 967.42 971.00 970.90 2-3 Project File: STORM B new.stm Number of lines: 2 Run Date: 9/22/2014 NOTES:lntensity = 4.20/ (Inlet time + 0.10) ^ 0.00; Return period =Yrs. 10 ; c = cir e = ellip b = box Sloan Sewers v10.30 SCANNED * Hydraulic Grade Line Computations Page 1 Line Size a Downstream Len Upstream Check JL Minor coeff loss Invert HGL Depth Area Vol Vol EGL Sf Invert HGL Depth Area Vol Vol EGL Sf Ave Enrgy Ole v elev, head elev, elev elev head elev SIF loss PN (cfs) (ft) (ft) (ft) leaftl lural (ft) Ift) (%1 Ift) Iftl (ft) (ft) (soft) (fue) (ft) (ft) I%) (°i°) (ft) (K) (ft) 1 18 1.95 958.00 958.32 0.32 0.28 7.00 0.19 958.52 0.000 236.18 1966.00 966.53 0.53" 0.55 3.53 0.19 966.72 0.000 0.000 n/a 0.94 n/a 2 18 1.93 966.00 966.53 0.53 0.55 3.50 0.19 966.72 0.000 16.000 966.90 967.421 0.52•` 0.55 3.52 0.19 967.62 0.000 0.000 n/a 1.00 0.19 Project File: STORM B new.stm Number of lines: 2 Run Date: 9/22/2014 Notes: " Critical depth.; j -Line contains hyd. jump. ; c = cir e = ellip b = box SCANNED SmmS�°v10.30 hVdraflow Storm Sewers Extension for Autodesk® AutoCAD® Civil 3D® Plan Outfall Project File: STORM A.stm c:ITrr 0FCHANHASSEPI RECEIVED SEP 2 2 1014 C44NHASSEN PLANNING f 1F.P? Number of lines: 7 1 Date: 9/22/2014 St«„ $ v0030 SCANNED St,6rm Sewer Tabulation Page 1 Station Len Drng Area Rnoff Area x C Tc Rain Total Cap Vel Pipe Invert Elev HGL Elev Grnd / Rim Elev Line ID coeff (1) flow full Line To Incr Total Inlet Syst Size Slope Dn Up Dn Up Dn Up MlncrTotal (ft) (C) (min) (min) (in/hr) (cfs) (cis) (ft/s) (in) (°/,) (ft) (ft) (ft) (ft) (ft) (ft) 1 End 150.82 1.02 4.09 0.40 0.41 1.64 15.0 18.3 4.8 7.84 20.95 5.08 18 3.98 956.00 962.00 957.50 963.08 957.79 967.70 1-2 2 1 69.525 0.01 1.62 0.40 0.00 0.65 15.0 17.6 4.9 3.15 6.90 2.69 18 0.43 962.00 962.30 963.08 963.14 967.70 968.70 2-3 3 2 26.183 0.61 1.61 0.40 0.24 0.64 15.0 17.4 4.9 3.15 11.24 3.32 18 1.15 962.30 962.60 963.29 963.28 968.70 968.50 3-4 4 3 161.47 0.45 1.00 0.40 0.18 0.40 15.0 15.8 5.1 2.04 3.94 2.94 15 0.37 962.60 963.20 963.41 963.81 968.50 967.50 4-5 5 4 68.701 0.55 0.55 0.40 0.22 0.22 15.0 15.0 5.2 1.15 2.35 1.85 12 0.44 963.20 963.50 964.08 964.15 967.50 967.50 5-6 6 1 51.295 0.67 1.45 0.40 0.27 0.58 15.0 15.2 5.2 3.00 6.98 4.81 15 1.17 962.50 963.10 963.08 963.80 967.70 967.50 2-7 7 6 29.250 0.78 0.78 0.40 0.31 0.31 15.0 15.0 5.2 1.63 2.94 3.79 12 0.68 963.30 963.50 963.83 964.04 967.50 967.50 7-8 Project File: STORM A.stm Number of lines: 7 Run Date: 9/22/2014 NOTES:Intensity = 88.24 / (Inlet time + 15.50) ^ 0.83; Return period =Yrs. 10 ; c = cir e = ellip b = box stm sewers v10 W SCANNED hydraulic Grade Line Computations Paget Line Size Q Downstream Len Upstream Check JL Minor coeff loss Invert HGL Depth Area Val Vel EGL Sf Invert HGL Depth Area Vel Vel EGL Sf Ave Enrgy elev elev head elev elev elev head elev Sf loss (in) (cfs) (ft) (n) (ft) (s4f) (tt/s) Int (n) 1%) Int lnl (f) (n) (son) (tt/s) (n) (ft) (%) 1°h) (ft) (K) (n) 1 18 7.84 956.00 957.50 1.50 1.37 4.44 0.31 957.81 0.557 150.82 3962.00 963.081 1.08" 1.37 5.73 0.51 963.59 0.733 0.545 n/a 1.50 0.77 2 18 3.15 962.00 963.08 1.08 1.37 2.31 0.08 963.17 0.119 69.525 962.30 963.14 0.84 1.02 3.08 0.15 963.29 0.244 0.182 0.126 0.98 0.14 3 18 3.15 962.30 963.29 0.99 0.77 2.55 0.26 963.55 0.000 26.183 962.60 963.28 j 0.68" 0.77 4.08 0.26 963.53 0.000 0.000 n/a 0.50 0.13 4 15 2.04 962.60 963.41 0.80 0.84 2.44 0.09 963.50 0.179 161.47 63.20 963.81 0.61 0.59 3.43 0.18 963.99 0.435 0.307 0.496 1.50 0.27 5 12 1.15 963.20 964.08 0.88 0.73 1.56 0.04 964.12 0.093 68.701 963.50 964.15 0.65 0.54 2.14 0.07 964.22 0.184 0.138 0.095 1.00 0.07 6 15 3.00 962.50 963.08 0.58 0.56 5.34 0.28 963.37 0.000 51.295 963.10 963.80 0.70" 0.70 4.27 0.28 964.08 0.000 0.000 We 1.46 0.41 7 12 1.63 963.30 963.83 0.53' 0.42 3.84 0.22 964.05 0.000 29.250 963.50 964.04 0.54" 0.43 3.75 0.22 964.26 0.000 0.000 We 1.00 n/a Project File: STORM A.stm Number of lines: 7 Run Date: 1/22/2014 Notes: ' depth assumed.; "' Critical depth.; j -Line contains hyd. jump. ; c = cir e = ellip It = box Starts Sewers v10.30 SCANNED On RECENEDSM! SEP 2 2 2014 CHAWHAMIPlANWORT Geotechnical Evaluation Report Galpin Boulevard Properties Galpin Boulevard and West 78th Street Chanhassen, Minnesota Preparedfor Hunter Emerson Professional Certification: 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. mi Henry Vloo, PE Associate — Senior Engineer License Number: 21140 August 22, 2013 Project BL -13-04915 Braun Intertec Corporation SCANNED August 22, 2013 Mr. Scott Carlston Hunter Emerson 11200 West 78th Street Eden Prairie, MN 55344 Re: Geotechnical Evaluation Galpin Boulevard Properties Galpin Boulevard and West 78th Street Chanhassen, Minnesota Dear Mr. Cariston: Braun Intertec Corporation Phone: 952.9952000 hoot Hampshire Ave S Fax: 952.995,2020 Minneapolis, MN 55438 Web: braunintertec.com Project BL -13-04915 We have completed our geotechnical evaluation for the proposed residential development on the Galpin Boulevard properties in Chanhassen, Minnesota. The purpose of our evaluation was to assist you and your design team in evaluating the subsurface soil and groundwater conditions with regard to design and construction of the new single-family housing development. Please read the entire attached report for details regarding our findings and recommendations. Thank you for making Braun Intertec your geotechnical consultant for this project. If you have questions about this report, or if there are other services that we can provide in support of our work to date, please call Henry Vloo at 952.995.2238 or Gregg Jandro at 952.995.2270. Sincerely, BRAUN INTERTEC CORPORATION Henry Vloo, PE Associate—Senior Engineer Gregg R. Jandro, PE, PG Vice President— Principal Engineer c: Mr. Nate Herman; Sathre-Bergquist, Inc. AA/EOE Providing engineering and environmental solutions since 1957 Table of Contents Description Page A. Introduction......................................................................................................................................1 A.1. Project Description..............................................................................................................1 A.2. Purpose................................................................................................................................1 A.3. Background Information and Reference Documents..........................................................1 A.4. Site Conditions.....................................................................................................................1 A.S. Scope of Services.................................................................................................................1 B. Results ..............................................................................................................................................2 B.1. Exploration Logs..................................................................................................................2 B.l.a. Log of Boring Sheets...............................................................................................2 B.l.b. Geologic Origins.....................................................................................................2 B.2. Geologic Profile...................................................................................................................3 B.2.a. Geologic Materials.................................................................................................3 B.2.b. Groundwater..........................................................................................................3 B.3. Laboratory Test Results.......................................................................................................4 C. Basis for Recommendations.............................................................................................................4 C.1. Design Details......................................................................................................................4 C.l.a. Building Structure Loads........................................................................................4 C.S.b. Pavements and Traffic Loads.................................................................................4 C.l.c. Anticipated Grade Changes....................................................................................5 C.l.d. Precautions Regarding Changed Information........................................................5 C.2. Design and Construction Considerations............................................................................5 D. Recommendations ...........................................................................................................................6 D.I. Building and Pavement Subgrade Preparation...................................................................6 D.l.a. Excavations.............................................................................................................6 D.l.b. Excavation Dewatering...........................................................................................7 D.l.c. Selecting Excavation Backfill and Additional Required Fill.....................................7 D.l.d. Placement and Compaction of Backfill and Fill......................................................7 D.2. Spread Footings...................................................................................................................8 D.2.a. Embedment Depth.................................................................................................8 D.2.b. Subgrade Improvement.........................................................................................8 D.2.c. Net Allowable Bearing Pressure.............................................................................9 D.2.d. Settlement..............................................................................................................9 D.3. Basement Walls...................................................................................................................9 D.3.a. Drainage Control....................................................................................................9 D.3.b. Selection, Placement and Compaction of Backfill..................................................9 D.3.c. Configuring and Resisting Lateral Loads...............................................................10 Table of Contents (continued) Description Page D.4. Interior Slabs.....................................................................................................................11 D.4.a. Moisture Vapor Protection..................................................................................11 D.4.b. Radon...................................................................................................................11 D.5. Exterior Slabs.....................................................................................................................12 D.6. Pavements.........................................................................................................................13 D.6.a. Subgrade Proof-Roll.............................................................................................13 D.6.b. Design Sections....................................................................................................13 D.6.c. Materials and Compaction...................................................................................14 D.6.d. Subgrade Drainage...............................................................................................14 D.7. Utilities..............................................................................................................................15 D.7.a. Subgrade Stabilization..........................................................................................15 D.7.b. Selection, Placement and Compaction of Backfill................................................15 D.7.c. Corrosion Potential..............................................................................................15 D.8. Construction Quality Control............................................................................................15 D.8.a. Excavation Observations......................................................................................15 D.8.b. Materials Testing..................................................................................................15 D.8.c. Pavement Subgrade Proof-Roll............................................................................16 D.8.d. Cold Weather Precautions...................................................................................16 E. Procedures......................................................................................................................................16 E.I. Penetration Test Borings...................................................................................................16 E.2. Material Classification and Testing...................................................................................16 E.2.a. Visual and Manual Classification..........................................................................16 E.2.b. Laboratory Testing...............................................................................................16 E.3. Groundwater Measurements............................................................................................17 F. Qualifications..................................................................................................................................17 F.1. Variations in Subsurface Conditions..................................................................................17 F.S.a. Material Strata.....................................................................................................17 F.1.b. Groundwater Levels.............................................................................................17 F.2. Continuity of Professional Responsibility..........................................................................17 F.2.a. Plan Review..........................................................................................................17 F.2.b. Construction Observations and Testing...............................................................18 F.3. Use of Report .....................................................................................................................18 F.4. Standard of Care................................................................................................................18 Appendix Boring Location Sketch Log of Boring Sheets, ST -1 through ST -5 Descriptive Terminology BRAUN INTERTEC A. Introduction A.1. Project Description Hunter Emerson is planning to develop several parcels of land along the west side of Galpin Boulevard into a new single-family housing development. A.2. Purpose The purpose of our evaluation was to assist you and your design team in evaluating the subsurface soil and groundwater conditions with regard to design and construction of the new single-family housing development. A.3. Background Information and Reference Documents To facilitate our evaluation, we were provided with or reviewed the following information or documents: • Available public aerial photographs showing the existing site conditions. Geologic atlas showing the general soil types present in this area. • Preliminary site plan prepared by Sathre-Bergquist, Inc. showing the proposed development as well as the ghost plat for an adjacent parcel of land. A.4. Site Conditions This site consists of 3 parcels of property with both open and wooded areas. A large wetland is present along the west side of the properties and extends further west. Several buildings/houses are present on these parcels. A.S. Scope of Services Our scope of services for this project was originally submitted July 25, 2013 as a Proposal to Mr. Scott Carlston with Hunter Emerson. Tasks performed in accordance with our authorized scope of services included: The boring locations were chosen and staked in the field by Sathre-Bergquist, Inc. BRAUN INTERTEC Hunter Emerson Project BL -13-04915 August 21, 2013 Page 2 Clearing exploration locations of public underground utilities. Performing 5 penetration test borings to nominal depths of 20 feet below grade. • Performing laboratory tests on selected penetration test samples. Preparing this report containing a boring location sketch, exploration logs, a summary of the geologic materials encountered, results of laboratory tests, and recommendations for structure subgrade preparation and the design of the proposed residential development. One of the borings, ST -2, was extended an additional 10 feet because this boring encountered uncontrolled fill soils and very soft alluvial clays at the planned termination depth of the boring. Our scope of services was performed under the terms of our general conditions dated June 15, 2006. B. Results B.1. Exploration Logs B.l.a. Log of Boring Sheets Log of Boring sheets for our penetration test borings are included in the Appendix. The logs identify and describe the geologic materials that were penetrated, and present the results of penetration resistance data, laboratory tests performed on penetration test samples retrieved from them, and groundwater measurements. Strata boundaries were inferred from changes in the penetration test samples and the auger cuttings. Because sampling was not performed continuously, the strata boundary depths are only approximate. The boundary depths likely vary away from the boring locations, and the boundaries themselves may also occur as gradual rather than abrupt transitions. B.S.b. Geologic Origins Geologic origins assigned to the materials shown on the logs and referenced within this report were based on: (1) a review of the background information and reference documents cited above, (2) visual classification of the various geologic material samples retrieved during the course of our subsurface BRAUN INTERTEC Hunter Emerson Project BL -13-04915 August 21, 2013 Page 3 exploration, (3) penetration resistance data, (4) laboratory test results, and (5) available common knowledge of the geologic processes and environments that have impacted the site and surrounding area in the past. B.2. Geologic Profile B.2.a. Geologic Materials Based on the current soil borings, the general geologic profile at the site consists of either fill soils or topsoil at the surface followed by glacially deposited soil to the termination depths of the borings. The exceptions are Borings ST -2 and ST -3 where alluvial clay or swamp deposited soils were encountered to depths of 24 and 14 feet respectively. A topsoil layer was encountered in Borings ST -4 and ST -5 that consisted of organic clay and was about 5 1/2 feet thick at both locations. Fill soils were encountered in Borings ST -1 through ST -3 that were up to 6feet deep. Below the topsoil and fill soils, borings ST -1, ST -4 and ST -5 encountered glacially deposited sandy lean clay or lean clay to the termination depths of the borings. Below the fill in Boring ST -2, alluvial deposits of lean clay, fat clay and sandy lean clay were encountered to a depth of about 24 feet. Some of the deeper alluvial clay soils had trace amounts of shells in them. Below the alluvial soils, this boring encountered glacially deposited sandy lean clay to the termination depth of the boring. Below the fill in Boring ST -3, swamp deposited organic clay, peat and organic silt was encountered to a depth of about 14 feet followed by glacially deposited lean clay with sand and sandy lean clay to the termination depth of the boring. Penetration resistance values recorded in the fill soils ranged from 4 to 7 blows per foot (BPF) indicating that this soil was not well compacted. The penetration resistance in the alluvial deposits of clay and fat clay in Boring ST -2 ranged from 1 to 3 BPF, indicating consistencies of very soft to soft. The penetration resistances in the glacial deposits of clay and sandy lean clay ranged from 2 to 17 BPF, indicating consistencies of soft to very stiff. B.2.b. Groundwater While drilling, groundwater was observed in Borings ST -2 through ST -5 at depths of about 4 to 8 feet below the surface, or at approximate elevations of about 950 1/2 to 960. Given the cohesive nature of BRAUN INTERTEC Hunter Emerson Project BL -13-04915 August 21, 2013 Page 4 the geologic materials encountered, however, it is likely that insufficient time was available for groundwater to seep into the boreholes and rise to its hydrostatic level. Piezometers or monitoring wells would be required to confirm if groundwater was present within the depths explored. Also, groundwater levels will vary over time and in response to climatic conditions. B.I Laboratory Test Results The moisture contents of the selected soil samples tested were determined to vary from approximately 16 to 22 percent, indicating that the material was mostly wet of its probable optimum moisture content. Pocket penetrometer tests were taken on select soil samples in Boring ST -1 to estimate the unconfined compressive strengths of the soil samples tested. The results of these tests ranged from 11/2 ton to 2 tons per square foot (tsf). The individual test results can be found in the right hand margin of various Log of Boring sheets, opposite the soil sample tested. C. Basis for Recommendations C.1. Design Details A single-family residential development is proposed to be constructed on this site. New streets, public underground utilities and sediment ponds will also be constructed. The preliminary garage and basement elevations were not available at the time of this report. C.l.a. Building Structure Loads We have assumed that bearing wall loads associated with the proposed residential construction will range from 3 to 4 kips (3,000 to 4,000 pounds) per linear foot (klf) and column loads, if any, will be no greater than 75 kips per column. C.l.b. Pavements and Traffic Loads We have assumed that bituminous pavements, typical of residential neighborhoods, will be subjected to normal traffic conditions over an assumed design life of 20 years. BRAUN INTERTEC Hunter Emerson Project BL -13-04915 August 21, 2013 Page 5 C.l.c. Anticipated Grade Changes Based on the surface elevations at the borings, the existing ground surface elevations range from about 955 to 979. Based on the range of current surface grades, it is likely that the range of cuts and fills across this site could be about 5 to 15 feet. However, any soil correction excavation depths would be added or subtracted from these values. C.1.d. Precautions Regarding Changed Information We have attempted to describe our understanding of the proposed construction to the extent it was reported to us by others. Depending on the extent of available information, assumptions may have been made based on our experience with similar projects. If we have not correctly recorded or interpreted the project details, we should be notified. New or changed information could require additional evaluation, analyses and/or recommendations. C.2. Design and Construction Considerations The geotechnical issues influencing design of the residential development appear to be the presence of deeper fills soils and organic soils on parts of the site. These soils are not directly suitable for support of the proposed houses and streets. The topsoil, fat clay and most of the alluvial lean clay soils are not suitable for use as engineered fill in the house pads and streets. Also, due to the possibility of deep fills of clay soils, areas of the site may require a delay between filling and house construction to allow thick clay fills to consolidate under their own weight. Due to the frost susceptible nature of the silt- and clay -rich soils present at anticipated exterior slab and pavement subgrade elevations, consideration should also be given to incorporating a granular subbase into the pavement sections. This will enhance subgrade drainage efforts and reduce the potential for pavement subgrades to become saturated and heave upon freezing. This will also reduce subgrade strength loss upon thawing. BRAUN INTERTEC Hunter Emerson Project BL -13-04915 August 21, 2013 Page 6 D. Recommendations The following recommendations are based on the results of our soil borings and laboratory test results. D.1. Building and Pavement Subgrade Preparation D.1.a. Excavations We recommend removing the topsoil, fill soils, organic soils and the very soft to soft alluvial soils from beneath the proposed house pads, street subgrades and oversize areas. Based on the soil borings, excavation depths are expected to range from approximately 7 to 24 feet, however deeper soil correction efforts may be needed in other areas of the site not explored by our borings. Table 1 lists the recommended excavation depths at the individual boring locations. Table 1. Anticipated Excavation Depths for Residential Construction Boring q Surface Elevation (ft) Anticipated Depth of Excavation (ft) Approximate Bottom Elevation (ft) ST -1 978.7 9 9691/2 ST -2 959.0 24 935 ST -3 955.8 21+• 934-• ST -4 968.7 7 9611/2 ST -5 958.1 7 951 "The depth of excavation is deeper than 21 feet for house construction, but this boring was terminated at this depth because it is a proposed pond and planned borrow area. Excavation depths will vary between the borings. Portions of the excavations may also be deeper than indicated by the borings. Contractors should also be prepared to extend excavations in wet or fine- grained soils to remove disturbed bottom soils. Due to the wide variations in the depths of soil corrections, additional soil borings should be considered to assist excavation contractors in estimating earthwork volumes. To provide lateral support to replacement backfill, additional required fill and the structural loads they will support, we recommend oversizing (widening) the excavations 1 foot horizontally beyond the outer edges of the building perimeter footings, or pavement limits, for each foot the excavations extend below bottom -of -footing or pavement subgrade elevations. BRAUN INTERTEC Hunter Emerson Project BL -13-04915 August 21, 2013 Page 7 DA.b. Excavation Dewatering Water was observed in most of the borings and will likely be encountered in most of the deeper excavations. If encountered, we recommend removing groundwater from the excavations. Since this site is mostly clayey soil, sumps and pumps should be adequate to control most infiltrating water situations. DA.c. Selecting Excavation Backfill and Additional Required Fill If the bottoms of the excavations remain wet, we recommend the initial backfill soil consist of least 2 feet of coarse sand having less than 50 percent of the particles by weight passing a #40 sieve, and less than 5 percent of the particles passing a #200 sieve. We anticipate that this material will need to be imported to the site On-site soils free of organic soil and debris can be considered for reuse as backfill and fill. However, the topsoil, fat clay, organic soils, and most of the alluvial soils with shells should not be re -used as engineered fill under house pads or below streets. The glacially deposited lean clay, lean clay with sand and sandy lean clay can be used as engineered fill. The clay soils being fine-grained, will be more difficult to compact if wet or allowed to become wet, or if spread and compacted over wet surfaces. We recommend that granular subbase material for pavement support consist of select granular sand having less than 12 percent of the particles by weight passing a #200 sieve. We anticipate that this material will also need to be imported to the site D.1.d. Placement and Compaction of Backfill and Fill We recommend spreading backfill and fill in loose lifts of approximately 8 to 12 inches depending on the soil type used and the size of compactor used. We recommend compacting backfill and fill in accordance with the criteria presented in Table 2. The relative compaction of utility backfill should be evaluated based on the structure below which it is installed, and vertical proximity to that structure. Table 2. Compaction Recommendations Summary BRAUN INTERTEC Relative Compaction, percent Moisture Content Variance from Reference (ASTM D 698 — standard Proctor) Optimum, percentage points Below foundations, less than 9S -1 to +3 for clay soils 10 feet of fill ± 3 for sandy soils Below foundations, greater than 98 -1 to +2 for clay soils 10 feet of fill ± 3 for sandy soils Below slabs 95 -1 to +3 for clay soils ± 3 for sandy soils Below pavements, within 3 feet 100 -1 to +2 for clay soils of top of subgrade elevations ± 3 for sandy soils BRAUN INTERTEC Hunter Emerson Project BL -13-04915 August 21, 2013 Page 8 *Except for wall backfill. See Section D.3 of this report. If fill depths exceed 10 feet, the minimum compaction requirement should be increased to 98 percent. As noted above, if fill depths exceed 10 feet, a construction delay may also be necessary to allow the fill to consolidate under its own weight. Construction delays can range from 3 to 6 months or longer, depending on the depth and type of fill placed. We recommend placing settlement plates on lots where a construction delay is required to allow for periodic monitoring. We recommend monitoring the settlement plates once a week during the first month, once every other week for the second month, and once a month thereafter until the settlement rate has declined to within tolerable ranges. If the construction schedule is such that a construction delay cannot be tolerated, sand containing less than 12 percent of fine-grained material, can be placed to within 10 feet of the bottom of footing elevation. Sand soils consolidate much quicker than clay soils, and the majority of consolidation will likely be completed during construction of the lot. D.2. Spread Footings D.2.a. Embedment Depth For frost protection, we recommend embedding perimeter footings 42 inches below the lowest exterior grade. Interior footings may be placed directly below floor slabs. We recommend embedding building footings not heated during winter construction, and other unheated footings associated with porches, decks or stoops 60 inches below the lowest exterior grade. D.2.b. Subgrade Improvement If a small amount of groundwater is present within the footing excavation, or if the footing subgrade soils become disturbed prior to placing forms or reinforcement, we recommend subcutting the soft or wet clay and placing a 6- to 12 -inch layer of clear rock. The clear rock will provide a stable working surface, and will allow for the flow of water to a drain tile or sump pump. BRAUN INTERTEC Relative Compaction, percent Moisture Content Variance from Reference (ASTM D 698 — standard Proctor) Optimum, percentage points Below pavements, more than 3 feet -1 to+3 for clay soils below subgrade elevations 95 ± 3 for sandy soils Below landscaped surfaces 90 . -1 to +5 for clay soils* ± 5 for sandy soils *Except for wall backfill. See Section D.3 of this report. If fill depths exceed 10 feet, the minimum compaction requirement should be increased to 98 percent. As noted above, if fill depths exceed 10 feet, a construction delay may also be necessary to allow the fill to consolidate under its own weight. Construction delays can range from 3 to 6 months or longer, depending on the depth and type of fill placed. We recommend placing settlement plates on lots where a construction delay is required to allow for periodic monitoring. We recommend monitoring the settlement plates once a week during the first month, once every other week for the second month, and once a month thereafter until the settlement rate has declined to within tolerable ranges. If the construction schedule is such that a construction delay cannot be tolerated, sand containing less than 12 percent of fine-grained material, can be placed to within 10 feet of the bottom of footing elevation. Sand soils consolidate much quicker than clay soils, and the majority of consolidation will likely be completed during construction of the lot. D.2. Spread Footings D.2.a. Embedment Depth For frost protection, we recommend embedding perimeter footings 42 inches below the lowest exterior grade. Interior footings may be placed directly below floor slabs. We recommend embedding building footings not heated during winter construction, and other unheated footings associated with porches, decks or stoops 60 inches below the lowest exterior grade. D.2.b. Subgrade Improvement If a small amount of groundwater is present within the footing excavation, or if the footing subgrade soils become disturbed prior to placing forms or reinforcement, we recommend subcutting the soft or wet clay and placing a 6- to 12 -inch layer of clear rock. The clear rock will provide a stable working surface, and will allow for the flow of water to a drain tile or sump pump. BRAUN INTERTEC Hunter Emerson Project BL -13-04915 August 21, 2013 Page 9 D.2.c. Net Allowable Bearing Pressure We recommend sizing spread footings to exert a net allowable bearing pressure of up to 2,000 pounds per square foot (psf). This value includes a safety factor of at least 3.0 with regard to bearing capacity failure. The net allowable bearing pressure can be increased by one-third its value for occasional transient loads, but not for repetitive loads due to traffic, or for other live loads from snow or occupancy. D.2.d. Settlement We estimate that total and differential settlements among the footings will amount to less than 1 and 1/2 inch, respectively, under the assumed loads. In areas where more than 10 feet of fill are placed, greater settlements could occur if a construction delay is not observed. D.3. Basement Walls The following sections address soil parameters for basement wall design. Although construction of retaining walls has not been specified for this project to date, the following recommendations can also be used for retaining wall design. D.3.a. Drainage Control We recommend installing subdrains behind the basement walls, adjacent to the wall footings, below the slab elevation. Preferably the subdrains should consist of perforated pipes embedded in washed gravel, which in turn is wrapped in filter fabric. Perforated pipes encased in a filter "sock' and embedded in washed gravel, however, may also be considered. We recommend routing the subdrains to a sump and pump capable of routing any accumulated groundwater to a storm sewer or other suitable disposal site. General waterproofing of basement walls surrounding occupied or potentially occupied areas is recommended even with the use of free -draining backfill because of the potential cost impacts related to seepage after construction is complete. D.3.b. Selection, Placement and Compaction of Backfill Unless a drainage composite is placed against the backs of the exterior perimeter basement walls, we recommend that backfill placed within 2 horizontal feet of those walls consist of sand having less than 50 percent of the particles by weight passing a #40 sieve and less than 5 percent of the particles by weight passing a #200 sieve. Sand meeting this gradation will need to be imported to the site. We recommend that the balance of the backfill placed against exterior perimeter walls also consist of sand, though it is our opinion that the sand may contain up to 20 percent of the particles by weight passing a #200 sieve. 11:isllZ INTERTEC Hunter Emerson Project BL -13-04915 August 21, 2013 Page 10 If clay or silt must be considered for use to make up the balance of the below -grade wall backfill (assuming a drainage composite or sand is placed against the backs of the walls), post -compaction consolidation of the clay occurring under its own weight can be expected to continue beyond the end of construction. The magnitude of consolidation could amount to between 1 and 3 percent of the backfill thickness, or wall height, and if not accommodated could cause slabs or pavements to settle unfavorably or be damaged. Should clays still be considered for use as backfill, however, we further recommend that: • The bottoms of the excavations required for basement wall construction are wide enough to accommodate compaction equipment. • Backfill is placed at moisture contents at least equal to, but not more than three percentage points above, its optimum moisture content. • Backfill is placed in loose lifts no thicker than 6 inches prior to compaction. • The relative compaction of the backfill is measured through density testing at intervals not exceeding one test per 50 horizontal feet for each 2 vertical feet of backfill placed. We recommend a walk behind compactor be used to compact the backfill placed within about 5 feet of the basement walls. Further away than that, a self-propelled compactor can be used. Compaction criteria for basement walls should be determined based on the compaction recommendations provided above in Section D.I. Exterior backfill not capped with slabs or pavement should be capped with a low -permeability soil to limit the infiltration of surface drainage into the backfill. The finished surface should also be sloped to divert water away from the walls. D.3.c. Configuring and Resisting Lateral Loads Below -grade wall design can be based on active earth pressure conditions if the walls are allowed to rotate slightly. If rotation cannot be tolerated, then design should be based on at -rest earth pressure conditions. Rotation up to 0.002 times the wall height is generally required to activate active earth pressure conditions when walls are backfilled with sand*. Rotation up to 0.02 times the wall height is required when walls are backfilled with clay. To design for sand backfill, excavations required for wall construction should be wide enough and flat enough so that sand is present within a zone that (1) extends at least two horizontal feet beyond the bottom outer edges of the wall footings (the wall heel, not the stem) and then (2) rises up and away from BRAUN INTERTEC Hunter Emerson Project BL -13-04915 August 21, 2013 Page 11 the wall at an angle no steeper than 60 degrees from horizontal. We anticipate these geometric conditions will be met if the excavations meet OSHA requirements for the types of soils likely to be exposed in the excavation, and the wall footings are cast against wood forms rather than any portion of the excavation. Recommended equivalent fluid pressures for wall design based on active and at -rest earth pressure conditions are presented below in Table 3. Assumed wet unit backfill weights, and internal friction angles are also provided. The recommended equivalent fluid pressures in particular assume a level backfill with no surcharge — they would need to be revised for sloping backfill or other dead or live loads that are placed within a horizontal distance behind the walls that is equal to the height of the walls. Our design values also assume that the walls are drained so that water cannot accumulate behind the walls. Table 3. Recommended Below -Grade Wall Design Parameters Resistance to lateral earth pressures will be provided by passive resistance against the basement wall footings, and by sliding resistance along the bottoms of the wall footings. We recommend assuming a passive pressure equal to 280 pcf for clays with sliding coefficients equal to 0.30. These values are un - factored. DA Interior Slabs D.4.a. Moisture Vapor Protection If floor coverings or coatings less permeable than the concrete slab will be used, we recommend that a vapor retarder or vapor barrier be placed immediately beneath the slab. Some contractors prefer to bury the vapor retarder or barrier beneath a layer of sand to reduce curling and shrinkage, but this practice risks trapping water between the slab and vapor retarder or barrier. Regardless of where the vapor retarder or barrier is placed, we recommend consulting with floor covering manufacturers regarding the appropriate type, use and installation of the vapor retarder or barrier to preserve warranty assurances. D.4.b. Radon In preparation for radon mitigation systems, we recommend that slabs on grade be constructed over a layer of gas permeable material consisting of a minimum of 4 inches of either clean aggregate, or sand overlain with a geotextile matting suitable for venting the subgrade. The clean aggregate material should BRAUN INTERTEC Equivalent Fluid Equivalent Fluid Wet Unit Weight Friction Angle Pressure, Active Case Pressure, At -Rest Case Backfill Soil (Pcf) (deg) (Pcf) (Pcf) Sand 120 1 33 35 50 Clay 120 1 26 50 70 Resistance to lateral earth pressures will be provided by passive resistance against the basement wall footings, and by sliding resistance along the bottoms of the wall footings. We recommend assuming a passive pressure equal to 280 pcf for clays with sliding coefficients equal to 0.30. These values are un - factored. DA Interior Slabs D.4.a. Moisture Vapor Protection If floor coverings or coatings less permeable than the concrete slab will be used, we recommend that a vapor retarder or vapor barrier be placed immediately beneath the slab. Some contractors prefer to bury the vapor retarder or barrier beneath a layer of sand to reduce curling and shrinkage, but this practice risks trapping water between the slab and vapor retarder or barrier. Regardless of where the vapor retarder or barrier is placed, we recommend consulting with floor covering manufacturers regarding the appropriate type, use and installation of the vapor retarder or barrier to preserve warranty assurances. D.4.b. Radon In preparation for radon mitigation systems, we recommend that slabs on grade be constructed over a layer of gas permeable material consisting of a minimum of 4 inches of either clean aggregate, or sand overlain with a geotextile matting suitable for venting the subgrade. The clean aggregate material should BRAUN INTERTEC Hunter Emerson Project BL -13-04915 August 21, 2013 Page 12 consist of sound rock no larger than 2 inches and no smaller than Y4 inch. Sand should have less than 50 percent of the particles by weight passing a #40 sieve and less than 5 percent of the particles by weight passing a #200 sieve. Above the gas permeable aggregate or sand, a polyethylene sheeting (6 mil minimum) should be placed. The sheeting should be properly lapped and penetrations through the sheeting sealed. Penetrations through the slab and foundation walls should also be sealed. D.S. Exterior Slabs All of the exterior slabs will be underlain with mostly sandy lean clays or lean clays. These soils are considered to be moderately to highly frost susceptible. Soils of this type can retain moisture and heave upon freezing. In general, this characteristic is not an issue unless these soils become saturated due to surface runoff or infiltration or are excessively wet in-situ. Once frozen, unfavorable amounts of general and isolated heaving of the soils and related surface features could also develop. This type of heaving could impact design drainage patterns and the performance of the paved areas or exterior slabs. To address most of the heave related issues, we recommend the general site grades and grades for surface features be set to direct surface drainage away from buildings, across large paved areas and away from walkways to limit the potential for saturation of the subgrade and any subsequent heaving. General grades should also have enough "slope' shown to tolerate potential larger areas of heave which may not fully settle when thawed. Even small amounts of frost -related differential movement at walkway joints or cracks can create tripping hazards. Several subgrade improvement options can be explored to address this condition. The most conservative and potentially most costly subgrade improvement option to help limit the potential for heaving, but not eliminate it, would be to remove any frost -susceptible soils present below the remove space exterior slabs "footprint' down to the bottom -of -footing grades or to a maximum depth of 5 feet below subgrade elevations, whichever is less. We recommend the resulting excavation then be refilled with sand or sandy gravel having less than 50 percent of the particles by weight passing the #40 sieve and less than 5 percent of the particles by weight passing a #200 sieve. Another subgrade improvement option would be to build in a transition zone between those soils considered to be frost -susceptible and those that are not to somewhat control where any differential movement may occur. Such transitions could exist between exterior slabs and pavements, between entry way slabs and sidewalks, and along the sidewalks themselves. For this option, the frost -susceptible soils in critical areas would be removed to a depth of at least 4 feet below grade as discussed above. The excavation below the footprint of the sidewalks or other slabs would then be sloped upward at a -V,IXTJ , INTERTEC Hunter Emerson Project BL -13-04915 August 21, 2013 Page 13 gradient no steeper than 3:1 (horizontal: vertical) toward the less critical areas. The bottom of the excavation should then be sloped toward the center so that any water entering the excavation could be quickly drained to the deepest area for removal. In the deepest areas of the excavation, a series of perforated drainpipes will need to be installed to collect and dispose of surface water infiltration and/or groundwater that could accumulate within the backfill. The piping would need to be connected to a storm sewer or a sump to remove any accumulated water. If the water is not removed, it is our opinion this option will not be effective in controlling heave. Regardless of what is done to the walkway or pavement area subgrade, it will be critical the end-user develop a detailed maintenance program to seal and/or fill any cracks and joints that may develop during the useful life of the various surface features. Concrete and bituminous will experience episodes of normal thermo-expansion and thermo-contraction during its useful life. During this time, cracks may develop and joints may open up, which will expose the subgrade and allow any water flowing overland to enter the subgrade and either saturate the subgrade soils or to become perched atop it. This occurrence increases the potential for heave due to freezing conditions in the general vicinity of the crack or joint. This type of heave has the potential to become excessive if not addressed as part of a maintenance program. Special attention should be paid to areas where dissimilar materials abut one another, where construction joints occur and where shrinkage cracks develop. DA Pavements D.6.a. Subgrade Proof -Roll Prior to placing aggregate base material, we recommend proof -rolling pavement subgrades to determine if the subgrade materials are loose, soft or weak, and in need of further stabilization, compaction or sub - excavation and re -compaction or replacement. D.6.b. Design Sections Laboratory tests to determine an R -value for pavement design were not included in the scope of this project. Based on a clay subgrade, however, it is our opinion that an R -value of 10 can be assumed for design purposes for lean clay subgrades. Based upon the aforementioned traffic loads and an R -value of 10, we recommend a bituminous pavement section that includes a minimum of 3 1/2 inches of bituminous pavement (a 1 1/2 -inch surface course over a 2 -inch base course) over 8 inches of aggregate base material and 18 inches of sand subbase. 1 :] :7LAil i INTERTEC Hunter Emerson Project BL -13-04915 August 21, 2013 Page 14 The ongoing performance of bituminous pavements is impacted by conditions under which the pavement is asked to perform in. These conditions include the environmental conditions, the actual use conditions and the level of ongoing maintenance performed. Because of normal thermo expansion and contraction, it is not unusual to have cracking develop within the first few years of placement and for the cracking to continue throughout the life of the pavement. A regular maintenance plan should be developed for filling cracks to lessen the potential impacts for cold weather distress due to frost heave or warm weather distress due to wetting and softening of the subgrade. It is also not unusual for the pavement to require a seal coat within the first 5 to 10 years to increase the long-term performance of the bituminous pavement. D.6.c. Materials and Compaction We recommend specifying crushed aggregate base meeting the requirements of Minnesota Department of Transportation (MnDOT) Specification 3138 for Class 5 or similar. We recommend that the bituminous wear and base courses meet the requirements of Specifications 2360, Type SP. We recommend the aggregate gradations for the asphalt mixes meet Gradation B for the base course and Gradation B or A for the surface course. Gradation A contains a smaller aggregate size than Gradation B and will provide a surface with less visible aggregate which is desirable for some owners. We recommend the Performance Graded Asphalt cement be a PG 58-28. (If additional resistance to rutting, scuffing and dimpling is desired, we recommend utilizing a PG 64-28. If additional resistance to cold weather cracking is desirable, we recommend utilizing a PG 58-34.) We recommend that the aggregate base be compacted to a minimum of 100 percent of its maximum standard Proctor dry density. We recommend that the bituminous pavement be compacted to at least 92 percent of the maximum theoretical Rice density. We recommend specifying concrete for sidewalks, curb and gutter and any other concrete pavements have a minimum 28 -day compressive strength of 3,900 psi. We also recommend Type I cement meeting the requirements of ASTM C 150. We recommend specifying 5 to 8 percent entrained air for exposed concrete to provide resistance to freeze -thaw deterioration. We also recommend using a water/cement ratio of 0.45 or less for concrete exposed to deicers. D.6.d. Subgrade Drainage We recommend installing perforated drainpipes throughout pavement areas at low points and about catch basins. The drainpipes should be placed in small trenches extended at least 8 inches below the granular subbase layer — or aggregate base material where no subbase is present. BRAUN INTERTEC Hunter Emerson Project BL -13-04915 August 21, 2013 Page 15 D.7. Utilities D.7.a. Subgrade Stabilization Based on the results of the soil borings, the soils below the topsoil should be suitable for pipe support. We anticipate that utilities can be installed per manufacturer bedding requirements. If localized soft areas are encountered at pipe invert elevations, we recommend placing a stabilizing aggregate beneath the pipe. The depth of the aggregate bedding will vary, however, a minimum of 6 inches and a maximum of 2 feet is commonly used. This should be evaluated in the field at the time of installation. D.7.b. Selection, Placement and Compaction of Backfill We recommend selecting, placing and compacting utility backfill in accordance with the recommendations provided above in Section D.I. D.7.c. Corrosion Potential The majority of the soils on this site are lean clay to sandy lean clay. These soils are potentially corrosive to ductile iron pipe. We recommend that corrosion protection be provided for any ductile iron pipe that may be installed on this project. D.B. Construction Quality Control D.8.a. Excavation Observations We recommend having a geotechnical engineer observe all excavations related to subgrade preparation and spread footing, slab -on -grade and pavement construction. The purpose of the observations is to evaluate the competence of the geologic materials exposed in the excavations, and the adequacy of required excavation oversizing. D.8.b. Materials Testing We recommend density tests be taken in excavation backfill and additional required fill placed below spread footings, slab -on -grade construction, beside foundation walls behind basement walls, and below pavements. We recommend Gyratory tests on bituminous mixes to evaluate strength and air voids, and density tests to evaluate compaction. We also recommend slump, air content and strength tests of Portland cement concrete. BRAUN INTERTEC Hunter Emerson Project BL -13-04915 August 21, 2013 Page 16 D.8 -c. Pavement subgrade Proof -Roll We recommend that proof -rolling of the pavement subgrades be observed by a geotechnical engineer to determine if the results of the procedure meet project specifications, or delineate the extent of additional pavement subgrade preparation work. D.B.d. Cold Weather Precautions If site grading and construction is anticipated during cold weather, all snow and ice should be removed from cut and fill areas prior to additional grading. No fill should be placed on frozen subgrades. No frozen soils should be used as fill. Concrete delivered to the site should meet the temperature requirements of ASTM C 94. Concrete should not be placed on frozen subgrades. Concrete should be protected from freezing until the necessary strength is attained. Frost should not be permitted to penetrate below footings. E. Procedures E.1. Penetration Test Borings The most recent penetration test borings were drilled on August 15, 2013 with an off road -mounted core and auger drill equipped with hollow -stem auger. The borings were performed in accordance with ASTM D 1586. Penetration test samples were taken at 2 1/2- or 5 -foot intervals. Actual sample intervals and corresponding depths are shown on the boring logs. E.2. Material Classification and Testing E.2.a. Visual and Manual Classification The geologic materials encountered were visually and manually classified in accordance with ASTM Standard Practice D 2488. A chart explaining the classification system is attached. Samples were placed in jars or bags and returned to our facility for review and storage. E.2.b. Laboratory Testing The results of the laboratory tests performed on geologic material samples are noted on or follow the appropriate attached exploration logs. The tests were performed in accordance with ASTM or AASHTO procedures. INTERTEC Hunter Emerson Project BL -13-04915 August 21, 2013 Page 17 E.3. Groundwater Measurements The drillers checked for groundwater as the penetration test borings were advanced, and again after auger withdrawal. The boreholes were then immediately backfilled. F. Qualifications F.1. Variations in Subsurface Conditions F.l.a. Material Strata Our evaluation, analyses and recommendations were developed from a limited amount of site and subsurface information. It is not standard engineering practice to retrieve material samples from exploration locations continuously with depth, and therefore strata boundaries and thicknesses must be inferred to some extent. Strata boundaries may also be gradual transitions, and can be expected to vary in depth, elevation and thickness away from the exploration locations. Variations in subsurface conditions present between exploration locations may not be revealed until additional exploration work is completed, or construction commences. If any such variations are revealed, our recommendations should be re-evaluated. Such variations could increase construction costs, and a contingency should be provided to accommodate them. F.l.b. Groundwater Levels Groundwater measurements were made under the conditions reported herein and shown on the exploration logs, and interpreted in the text of this report. It should be noted that the observation periods were relatively short, and groundwater can be expected to fluctuate in response to rainfall, flooding, irrigation, seasonal freezing and thawing, surface drainage modifications and other seasonal and annual factors. F.2. Continuity of Professional Responsibility F.2.a. Plan Review This report is based on a limited amount of information, and a number of assumptions were necessary to help us develop our recommendations. It is recommended that our firm review the geotechnical aspects of the designs and specifications, and evaluate whether the design is as expected, if any design changes BRAUN INTERTEC Hunter Emerson Project BL -13-04915 August 21, 2013 Page 18 have affected the validity of our recommendations, and if our recommendations have been correctly interpreted and implemented in the designs and specifications. F.2.b. Construction Observations and Testing It is recommended that we be retained to perform observations and tests during construction. This will allow correlation of the subsurface conditions encountered during construction with those encountered by the borings, and provide continuity of professional responsibility. F.3. Use of Report This report is for the exclusive use of the parties to which it has been addressed. Without written approval, we assume no responsibility to other parties regarding this report. Our evaluation, analyses and recommendations may not be appropriate for other parties or projects. F.4. Standard of Care In performing its services, Braun Intertec used that degree of care and skill ordinarily exercised under similar circumstances by reputable members of its profession currently practicing in the same locality. No warranty, express or implied, is made. BRAUN INTERTEC Appendix INTERTEC m E\ f E ',j. E E f f f E E f / IZi \ 111111 1i '+ F f f f f f f E f E E E n ?5 //// t E 1 2 m m f\ f f E f f f f f f I f E 1 o \ f E f f t f E /i p Hj13S RN AV-- WYE0135 ""r°"°° Ab \ trod svp ' OUS u 7 m // / / (l ``—� -.L—reaOry�:l\�� `�i ra��s—� � � �' ❑ �� `mei`%'�1 �' / - w o i az z z 01 s m a w o> 9 BR INT Braun Project BL -13-04915 BORING: ST -1 Geotechnical Evaluation LOCATION: See Galpin Boulevard Properties attached sketch. Galpin Boulevard and W. 78th Street Chanhassen, Minnesota DRILLER: K. Keck METHOD: 31/4' HSA, Autohammer DATE: 8/15/13 SCALE: 1" ='r Elev. Depth feet feet Description of Materials BPF WL MC pp Tests or Notes 978.7 0.0 Symbol (Soil -ASTM D2488 or D2487, Rock -USAGE EM1110-1-2908) % tsf — — — 972.7 6.0 FILL FILL: Organic Clay, black and dark brown, moist to wet. with Concrete at 51 /2 feet. 4 4 4 9 22 18 1 1/2 2 Benchmark: Surface elevations at the borings provided by Sathre-Bergquist, Inc. — _ CL SANDY LEAN CLAY, trace Gravel, brown, moist to wet, rather soft to stiff. (Glacial Till) _ 14 14 957.7 21.0 15 END OF BORING. Water not observed with 19 1/2 feet of hollow -stem — auger in the ground. — Water not observed to cave-in depth of 17 feet immediately after withdrawal of auger. Boring immediately backfilled. BL -13-04915 Braun Intertec Corporation STA page 1 of 1 BRAUN" INTERTEC LOG OF BORING Braun Project BL -13-04915 BORING: ST -2 Geotechnical Evaluation LOCATION: See attached sketch. Galpin Boulevard Properties N `o Galpin Boulevard and W. 78th Street Chanhassen, Minnesota a DRILLER: K. Keck METHOD: 31/4" HSA, Autohammer DATE: 8115113 SCALE: 1"=4' a m o Elev. Depth o feet feet Description of Materials BPF WL MC Tests or Notes c 959.0 0.0 Symbol (Soil -ASTM D2488 or D2487, Rock-USACE EM1110-1-2908) `° FILI FILL: Lean Clay with Sand, trace organics, dark brown, m _ black and brown, moist to wet. `o m— m 5 i BL - LEAN CLAY, trace organics, with seams gray and dark brown, wet. (Alluvium) with layer of Fat Clay at 10 feet. FAT CLAY, trace wood, dark gray and black, wet. (Alluvium) CL rA SANDY LEAN CLAY, gray, wet, very (Alluvium) CL [M LEAN CLAY, trace shells, gray, v (Alluvium) LEAN CLAY, trace Gravel, gray, wet, medium. (Glacial Till) 7 An open triangle in the SZ water level (WL) column indicates the depth at which groundwater was 3 observed while drilling. 2 2 1 22 2 6 8 Water observed at 6 feet while drilling. Water observed at 6 feet immediately after withdrawal of auger. Boring immediately backfilled. ST -2 page 1 of 1 BRAUN' INTERTEC LOG OF BORING Braun Project BL -13-04915 BORING: ST -3 Geotechnical Evaluation LOCATION: See attached sketch. Galpin Boulevard Properties Galpin Boulevard and W. 78th Street Chanhassen, Minnesota DRILLER: K. Keck METHOD: 3 114" HSA, Autohammer DATE: 8/15113 SCALE: 1" =4' Elev. Depth feet feet Description of Materials BPF WL Tests or Notes 955.8 0.0 Symbol (Soil -ASTM D2488 or D2487, Rock -USAGE EM1110-1-2908) FILL FILL: Silty Sand, fine-grained, black, moist. 954.8 1.0 OL ORGANIC CLAY, black, moist. - _ (Swamp Deposit) — 8 — SZ — 4 948.8 7.0 PT = PEAT, fibrous, with shells, brown and gray, wet. - (Swamp Deposit) 2 — 2 943.8 12.0 — OL_— ORGANIC SILT, with lenses of Silty Sand, gray, wet, - _ very loose. 2 941.8 14.0 — (Swamp Deposit) CL LEAN CLAY with SAND, with lenses of Silty Sand, — gray, wet, soft. (Glacial Till) 2 937.8 18.0 CL SANDY LEAN CLAY, with seams of Silty Sand, gray, - wet, soft. (Glacial Till) 3 934.8 21.0 END OF BORING. Water observed at 4 feet immediately after withdrawal - of auger. - Boring immediately backfilled. BL -13-04915 Braun Intertec Corporadon ST -3 page 1 of 1 BRAUN" INTERTEC LOG OF BORING Braun Project BL -13-04915 BORING: ST -4 Geotechnical Evaluation LOCATION: See attached sketch. Galpin Boulevard Properties o Galpin Boulevard and W. 78th Street Chanhassen, Minnesota c DRILLER: K. Keck METHOD: 3 1/4" HSA, Autohammer DATE: 8/15/13 SCALE: 1" = 4' 0 m 'o Elev. Depth o feet feet Description of Materials BPF WL MC Tests or Notes M 968.7 0.0 Symbol (Soil -ASTM D2488 or D2487, Rock -USAGE EM1110-1-2908) % i° OL — ORGANIC CLAY, black, wet. m _ _ (Topsoil) o _ c — 2 C 963.2 1 5.511 2 _ CL LEAN CLAY with SAND, grayish brown, wet, soft. 961.7 7.0 (Glacial Till) D CL SANDY LEAN CLAY, brown, wet, medium. n _ (Glacial Till) 7 SZ 20 MIMED SANDY LEAN CLAY, trace Gravel, gray, wet, medium �J to very stiff. ��yyyj 7 (Glacial Till) with seams of Silty Sand at 13 feet. END OF BORING. Water observed at 8 feet immediately after withdrawal of auger. Boring immediately backfilled. BL 11 17 TUC BRAUN' INTERTEC LOG OF BORING Braun Project BL -13-04915 BORING: ST -5 Geotechnical Evaluation LOCATION: See attached sketch. Galpin Boulevard Properties Galpin Boulevard and W. 78th Street Chanhassen, Minnesota DRILLER: K. Keck METHOD: 3 114" HSA, Autohammer DATE: 8/15113 SCALE: 1" = 4' Elev. Depth feet feet Description of Materials BPF WL MC Tests or Notes 958.1 0.0 Symbol (Soil -ASTM D2488 or D2487, Rock -USAGE EM1110-1-2908) % OL —_ ORGANIC CLAY, black, wet. - (Topsoil) 2 952.6 5.5 2 _ CLLEAN CLAY, light gray, wet, soft. (Glacial Till) 951.1 7.0 CL SANDY LEAN CLAY, trace Gravel, brown, moist to - wet, stiff to rather stiff. 15 SZ 21 (Glacial Till) 12 946.1 12.0 CL SANDY LEAN CLAY, trace Gravel, gray, wet, rather stiff. 11 16 (Glacial Till) 9 with seams of Silty Sand at 19 feet. 10 937.1 21.0 END OF BORING. Water observed at 8 feet immediately after withdrawal - of auger. - Boring immediately backfilled. BL -13-04915 Braun Intertec Corporation ST -5 page 7 of , BRAUN INTERTEC Descriptive Terminology of Soil Standard D 2487 - 00 Classification of Soils for Engineering Purposes (Unified Soil Classification System) a BasMon the material Well" the 3+n(75mn) sieve. b. If field sample contained cobbles v boulders, a both, add \vllh cobbles or boulders w boh- to group name. c C"=Dov/DiD C�=(D°Y D1° z Dm it Ifsdl contein5215% sarM.add Wtlh sard-to group reme. e Gravels with 5012% finesrapuins dual synool GW -GM wellgraded gravel with silt GW -GC wellgradW gravel with day GP -GM poortygraded gravel wM silt GP -GC poorly graded gravel with day f. tt fines classify as CL -ML use dual symbol GC -GM or SC -SM. g, ttfines are organic, add Y lit organic fires W group name. h. If sal contains 215%gravel. add "wit gravel" W group name. I . Sands with 5W 12% tuts require dual symbds: SWSM we"ratli sand with sat SWSC wellgmdid no with day SP -SM poorly graded sand with silt SP -SC poorly graded sand with day j. 6Atterberg limits pat in hatchetl area, soil is a CL -ML. silty day k asol contains 10to29% plus No. 200. sad sera'or'wM grsvel"whidtevux u predoninad I. dsoicomars2: cabs No. 200, predominantly sand,add-sandy'W gmupnamis. in asolcontens230%plus No. 200 predominantly gmwN. add'grevelly'W gmuoromis n. PI a 4 and plots on or above "A- line. o. PI <4 or plots below -A' line. p. PI plots on or above "A' line. q. PI plots below "A- tine. 60 50 (L 10 7 41 0' 0 10 16 20 30 40 50 60 70 60 90 100 110 Criteria for Assigning Group Symbols and Sails Classification Cobbles ......_....................... Group Names Using Laboratory Tests a Group DD Dry density, pcf OC Organic content,% WD Symbol Group Name ° w o Gravels Clean Gravels C.24and15.C,: 3° GW Well -graded gravel .a More than 50% of fraction 5% or less foes ' C.< 4 and/or 1 > C.> 3 4 GP Poody graded gravel ° in c a n m coarse retained on Gravels with Fines Finesclasseas MLor MH GM Silty gravel die Fines classify iris CL or CH GC Clayey ravel die o>a, c 0 No.4 sieve More than 12% fines' w Sands Clean Sands C.2 6 and 1 < C° S3 c SW Well -graded sand ^ mc6 50% or more of 5% or less fines ' C„< 6 and/or 1 > Cr> 3 ° SP Poorly graded sand h X - coarse fraction Sands with Floes Fines classify as ML or MH SM Silty sand 'go is o passes Fines classify as CL or CH SC Clayey sand s h E No. 4 sieve More than 12% tPI w - Silts and Clays Inorganic > 7 and plots on or above "A" line I CL Lean da "' PI < 4 or plots below "A" final ML Sift k I m e ' m Liquid limit Organic Liquid limit- oven dried < 0.75 OL Organic day' H 'm o m less than 50 a " 6 Liquid limit - not dried OL organic sib him o 00 c. PI plots on or above'A" line CH Fat day k' m ME E Silts and clays Inorganic PI plots below "A' line MH Elastic sift c `o i Liquid limit n OrgaIc Liquid limit - oven dned < 0'75 Organic day "' ° W aE 50 or more Liquid limit - not dried H Organic silt k' m q Highly Organic Soils Primarily organic matter, dark in color and organic odor PT Peat a BasMon the material Well" the 3+n(75mn) sieve. b. If field sample contained cobbles v boulders, a both, add \vllh cobbles or boulders w boh- to group name. c C"=Dov/DiD C�=(D°Y D1° z Dm it Ifsdl contein5215% sarM.add Wtlh sard-to group reme. e Gravels with 5012% finesrapuins dual synool GW -GM wellgraded gravel with silt GW -GC wellgradW gravel with day GP -GM poortygraded gravel wM silt GP -GC poorly graded gravel with day f. tt fines classify as CL -ML use dual symbol GC -GM or SC -SM. g, ttfines are organic, add Y lit organic fires W group name. h. If sal contains 215%gravel. add "wit gravel" W group name. I . Sands with 5W 12% tuts require dual symbds: SWSM we"ratli sand with sat SWSC wellgmdid no with day SP -SM poorly graded sand with silt SP -SC poorly graded sand with day j. 6Atterberg limits pat in hatchetl area, soil is a CL -ML. silty day k asol contains 10to29% plus No. 200. sad sera'or'wM grsvel"whidtevux u predoninad I. dsoicomars2: cabs No. 200, predominantly sand,add-sandy'W gmupnamis. in asolcontens230%plus No. 200 predominantly gmwN. add'grevelly'W gmuoromis n. PI a 4 and plots on or above "A- line. o. PI <4 or plots below -A' line. p. PI plots on or above "A' line. q. PI plots below "A- tine. 60 50 (L 10 7 41 0' 0 10 16 20 30 40 50 60 70 60 90 100 110 Particle Size Identification Boulders .._.......................... Liquid Limit (LL) Cobbles ......_....................... 3' to 12' Laboratory Tests DD Dry density, pcf OC Organic content,% WD Wet density, Per S Percent of saturation,% MC Natural moisture content, % SG Specific gravity LL Liquid limit, % C Cohesion, psf PL Plastic limit, % 0 Angle of internal friction PI Plasticity index, % qu Unconfined compressive strength, psf P200 % passing 200 sieve qp Pocket penetrometer strength, tsf Particle Size Identification Boulders .._.......................... over 12' Cobbles ......_....................... 3' to 12' Gravel Medium .................................... Coarse _......._._._........ _ 3/4'to 3" Fine ................................ No.4 to 3/4" Sand Very stili Corse ............. .............. tim 4 to No. 10 Medium ........................... No. 10 to No. 40 Fine ._....._...................... No. 40 to No. 200 Sift ........................ ............... <No. 200, PI<4 or below'A' line Clay ................... .......... ...__<No. 200, PI24 am on or above "A' line Relative Density of Cohesionless Soils Very loose ......__............._...... 0 to 4 BPF Loose ....................................... 5 to 10 BPF Medium dense ......................... 11 to 30 BPF Dense ...................................... 31 to 50 BPF Very dense over 50 BPF Consistency of Cohesive Soils Very soft ................................... 0 to 1 BPF Soft . _ ................................._ - 2 to 3 BPF Rather sort ............................... 4 to 5 BPF Medium .................................... 6 to 6 BPF Rather stiff ............................... 9 to 12 BPF Stiff ....................................... 13 to 16 BPF Very stili 17 to 30 BPF Hard ....................................... over 30 BPF Drilling Notes Standard penetration test borings were advanced by 3 1/4' or 61/4" ID hollow -stem augers unless noted otherwise, Jetting water was used to clean out auger prior to sampling only where indicated on logs. Standard penetration test borings are designated by the prefix "ST" (Split Tube)- All samples were taken with the standard 2' OD split -tube sampler, except where noted. Power auger bonngs were advanced by 4" or 6' diameter continuous - flight, solid -stem augers. Soil classifications and strata depths were in - famed from disturbed samples sugared to the surface and are, therefore, somewhat approximate. Power auger borings are designated by the prefix "B." Hand auger borings were advanced manually with a 1 1/2" or 3 1/4" diameter auger and were limited to the depth from which the auger could be manually withdrawn. Hand auger borings are indicated by the prefix H' BPF: Numbers indicate blows per foot recorded in standard penetration test, also known as "N' value. The sampler was set 6" into undisturbed soil below the hollow -stem auger Driving resistanceswere than counted for second and third 6" increments and added to get BPF Where they differed significantly, they are reported in the following form: 2/12 for the second and third 6" increments, respectively WH: WH indicates the sampler penetrated soil under weight of hammer and rods alone; driving not required. WR: WR indicates the sampler penetrated soil under weight of rods alone; hammer weight and driving not required. TW indicates thin-walled (undisturbed) tube sample. Note: All tests were con in general accordance with applicable ASTM standards. Rev. 707 February 27, 2014 Mr. Thomas Strohm Homestead Partners, LLC 525 15th Avenue South Hopkins, MN 55343 Re: Addendum 1 to Geotechnical Evaluation Benz Properties Galpin Boulevard and West 78th Street Chanhassen, Minnesota Dear Mr. Strohm: Braun Intertec Corporation Phone: 952.995.2000 cool Hampshire Ave S Fax: 952.995.2020 Minneapolis, MN 55438 Web: brauninter[ec.com Project BL -13-04915C CITY OFCHANHASSEPi RECEIVED SEP 2 2 2014 CHANHASSRI PIXININO nFPT This letter serves as Addendum 1 to our Geotechnical Evaluation Report forthis project, dated August 22, 2013 under project number BL -13-04915. This Addendum summarizes the results of test pits that were recently completed on this site to supplement the borings taken in 2013. Background Our Geotechnical Evaluation Report included the results of 5 soil borings taken on this property. Some of the borings encountered rather poor soils to depths exceeding 20 feet. You requested that test pits be completed on this site to further evaluate the soils near the borings with the poor soils as well as to evaluate the soils in areas of the site where borings were not taken. Test Pit Results A total of 12 test pits were planned to be completed on this site, and are numbered TP -1 through TP -12. While completing the test pits, it was decided to add 1 additional test pit which has been numbered TP -5A. The soils encountered in the test pits consisted of a variety of soils including fill soils, organic soils and glacial clays. Please refer to the test pit logs for details regarding the soil types at each location. While completing the test pits, we only observed water near the bottom of Test Pit TP -5 at a depth of about 28 feet and near the bottom of Test Pit TP -11 at a depth of about 6 feet. Recommendations Based on the results of the test pit observations, we recommend soil correction work at the test pit locations as listed in Table 1. Test pits TP -11 and TP -12 are not included in this table as they were taken in an area of the site where structurally competent soils may be borrowed from to grade the proposed house lots and streets. SCANNED AA/EOE Providing engineering and environmental solutions since 1957 Homestead Partners, LLC Project BL -13-049150 February 27, 2014 Page 2 Table 1. Excavation Depths and Bottom Elevations at the Test Pits Location Surface Elevation Anticipated Excavation Depth (ft) Corresponding Bottom Elevation TP -1 978.5 1 9771/2 TP -2 968.5 3 9651/2 TP -3 961.0 12 949 TP -4 956.0 5 951 TP -5 955.5 28 9271/2 TP -SA 958.5 10 9481/2 TP -6 955.0 12 943 TP -7 956.0 6 950 TP -8 960.0 1 959 TP -9 966.0 1 965 TP -10 968.0 1 967 The soils encountered in Test Pits TP -11 and TP -12, taken in a potential borrow area, consisted of about 1 foot of topsoil overlying glacially deposited lean clay and sandy lean clay. Based on our observations, it is our opinion that these soils are likely useable as structural fill in the proposed house pads and streets. However, some drying of these soils should be anticipated. Remarks This addendum should be attached to and considered a part of our original Geotechnical Evaluation Report. With the exception of any results or recommendations changed by this Addendum, the information contained in our Geotechnical Evaluation Report remains unchanged. In performing its services, Braun Intertec used that degree of care and skill ordinarily exercised under similar circumstances by reputable members of its profession currently practicing in the same locality. No warranty, express or implied, is made. BRAUN INTERTEC Homestead Partners, LLC Project BL -13-04915C February 27, 2014 Page 3 If you have any questions about this Addendum, please contact Henry Vloo at 952.995.2238. Sincerely, BRAUN INTERTEC CORPORATION Professional Certification: 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. 411 Henry Vloo, PE Associate -Senior Engineer License Number: 21140 Ray A. Huber, PE Vice President—Principal Engineer Attachments: Sketch Lof of Test Pits TP -1 thru TP -12 v vj�00, PE c: Mr. Nate Herman; Sathre-Bergquist, Inc. Mr. Tim Culp; Chard Tiling and Excavating, Inc. Mr. Stephen Bona; Homestead Partners, LLC BRAUN INTERTEC i i - T5P.11n y _ n �V HOA AMENITY( �' . ' . ' . + _ ' . ' . OVERLOOK i j �. . . . . .. q 71 131 + !- 8956.00 WI i■ �'(� TP712 w I ! F6 h `] BRAUN' INTERTEC LOG OF TEST PIT Braun Project BL -13-04915C TEST PIT: TP -1 TEST PIT OBSERVATIONS LOCATION: See attached sketch. Bentz Properties Galpin Boulevard & 78th Street Chanhassen, Minnesota DRILLER: Chard METHOD, Deere/350 DATE: 2119114 SCALE: 1"=4' Elev. Depth feet feet ASTM Description of Materials BPF WL Tests or Notes 978.5 0.0 Symbol (ASTM D2488 or D2487) CL LEAN CLAY, black, moist. 977.5 1.0 (Topsoil) CL SANDY LEAN CLAY, brown, moist. (Glacial Till) 973.5 5.0 BOTTOM OF TEST PIT. Water not observed. Test pit immediately backfilled. BL -13-04915C Braun Inert CwWabw TP -1 page 1 of 1 BRAUN' INTERTEC LOG OF TEST PIT Braun Project BL -13-04915C TEST PIT: TP -2 TEST PIT OBSERVATIONS LOCATION: See attached sketch. Bentz Properties Galpin Boulevard & 78th Street Chanhassen, Minnesota DRILLER: Chard METHOD: Deere/350 DATE: 2/19114 SCALE: V. Elev. Depth feet feet ASTM Description of Materials BPF WL Tests or Notes 968.5 0.0 Symbol (ASTM D2488 or D2487) FILL FILL: Sandy Lean Clay, trace Gravel, dark brown, _ frozen. 965.5 3.0 CL SANDY LEAN CLAY, trace Gravel, brown, moist, medium to rather stiff. (Glacial Till) 960.5 8.0 BOTTOM OF TEST PIT. Water not observed. Test pit immediately backfilled. BL -1 Braun Interte Corporation TP -2 page 1 of 1 BRAUN' INTERTEC LOG OF TEST PIT Braun Project BL -13-04915C TEST PIT: TP -3 TEST PIT OBSERVATIONS LOCATION: See attached sketch. Bentz Properties Galpin Boulevard & 78th Street Chanhassen, Minnesota DRILLER: Chard METHOD. Deere/350 DATE: 2/19/14 SCALE: 1"=4' Elev. Depth feet feet ASTM Description of Materials BPF WL Tests or Notes 961.0 0.0 Symbol (ASTM D2488 or D2487) FILL FILL: Lean Clay, brown, wet. 959.0 2-0 OL ORGANIC CLAY, black, wet. - _ (Swamp Deposit) 955.5 5.5 _ - CL LEAN CLAY, trace shells, gray, wet. (Swamp Deposit) 952.0 9.0 CL LEAN CLAY with SAND, brown and dark gray, wet, soft — to rather soft. (Glacial Till) 949.0 12.0 CL SANDY LEAN CLAY, trace Gravel, brown, moist, - medium to rather stiff. (Glacial Till) 946.0 15.0 BOTTOM OF TEST PIT. Water not observed Test pit immediately backfilled. BL -13-04915C Braun Interim Corporation TP -3 page 1 of 1 BRAUN" INTERTEC LOG OF TEST PIT Braun Project BL -13-04915C TEST PIT: TP -4 TEST PIT OBSERVATIONS LOCATION: See attached sketch. Bentz Properties Galpin Boulevard & 78th Street Chanhassen, Minnesota DRILLER: Chard METHOD: Deere/350 DATE: 7219114 SCALE: 1" = 4' Elev. Depth feet feet ASTM Description of Materials BPF WL Tests or Notes 956.0 0.0 Symbol (ASTM D2488 or D2487) FILL FILL: Sandy Lean Clay, brown, frozen. 954.5 1.5 _ OL —_ ORGANIC CLAY, black, wet. — (Topsoil) 953.0 3.0 CL LEAN CLAY with SAND, brown, wet, soft. _ (Glacial Till) 951.0 5.0 CL SANDY LEAN CLAY, trace Gravel, brown, wet, medium. (Glacial Till) 947.0 9.0 CL SANDY LEAN CLAY, trace Gravel, gray, wet, medium 946.0 10.0 to rather stiff. (Glacial Till) BOTTOM OF TEST PIT. — Water not observed. Test pit immediately backfilled. tlL-13.04§15C Bram Ii Corpora im TP -4 page i of 1 8 a BRAUN' INTERTEC LOG OF TEST PIT Braun Project BL -13-04915C TEST PIT: TP -5 TEST PIT OBSERVATIONS LOCATION: See attached sketch. Bentz Properties Galpin Boulevard & 78th Street Chanhassen, Minnesota DRILLER: Chard METHOD: Deere/350 DATE: 2/19/14 SCALE: 1"=4' Elev. Depth feet feet ASTM Description of Materials BPF WL Tests or Notes 955.5 0.0 Symbol (ASTM D2488 or 02487) FILL FILL: Sandy Lean Clay, dark brown, frozen. 952.5 3.0 OL —_ ORGANIC CLAY, black, wet. – (Swamp Deposit) 948-5 7.0 OH ORGANIC SILT, trace shells, black, wet. – (Swamp Deposit) An open triangle in the water level (WL) column indicates the depth at which – groundwater was observed while drilling. 927.5 28.0 'Water observed at 28 feet. SP- POORLY GRADED SAND with SILT, gray, _ SM waterbearing. (Alluvium) Test pit immediately 925.5 30.0 backfilled. BOTTOM OF TEST PIT.' 9L -13-04915C Braun Inlertac Corporation TP -5 page 1 of 1 8 e BRAUN" INTERTEC LOG OF TEST PIT Braun Project BL -13-04915C TEST PIT: TP -5A TEST PIT OBSERVATIONS LOCATION: 100 feet towards bam, along line. Bentz Properties See attached sketch. Galpin Boulevard & 78th Street Chanhassen, Minnesota DRILLER: Chard METHOD: Deere/350 DATE: 2119/14 SCALE: 1"=4' Elev. Depth feet feet ASTM Description of Materials BPF WL Tests or Notes 958.5 0.0 Symbol (ASTM D2488 or D2487) FILL FILL: Lean Clay with Sand, brown, wet. 953.5 5.0 OL —_ ORGANIC CLAY, black, wet. _ (Topsoil) 951.5 7.0 CL SANDY LEAN CLAY, brown, wet, soft. _ (Glacial Till) 948.5 10.0 CL SANDY LEAN CLAY, trace Gravel, brown, wet, medium to rather stiff. (Glacial Till) 945.5 13.0 BOTTOM OF TEST PIT. Water not observed. Test pit immediately backfilled. eL.13-04915C Braun Intertec Corporation i t -an page i M i BRAUN' INTERTEC LOG OF TEST PIT Braun Project BL -13-04915C TEST PIT: TP -6 TEST PIT OBSERVATIONS LOCATION: See attached sketch. Bentz Properties Galpin Boulevard & 78th Street Chanhassen, Minnesota DRILLER: Chard METHOD: Deere/350 DATE: 2/19/14 SCALE: 1"=4' Elev. Depth feet feet ASTM Description of Materials BPF W L Tests or Notes 955.0 0.0 Symbol (ASTM D2488 or D2487) OL —_ ORGANIC CLAY, black, wet. - (Topsoil) 953.0 2.0 CL LEAN CLAY with SAND, dark gray and brown, wet, soft - to rather soft. (Glacial Till) 949.0 6.0 CL SANDY LEAN CLAY, brown, trace Gravel, wet, rather - soft. 943.0 12.0 CL SANDY LEAN CLAY, trace Gravel, gray, wet, medium. - (Glacial Till) 940.0 15.0 BOTTOM OF TEST PIT. Water not observed. Test pit immediately backfilled. BL -13-049150 Braun Interte Corporation TP{ page 1 of 1 BRAUN" INTERTEC LOG OF TEST PIT Braun Project BL -13-04915C TEST PIT: TP -7 TEST PIT OBSERVATIONS LOCATION: See attached sketch. Bentz Properties Galpin Boulevard & 78th Street Chanhassen, Minnesota DRILLER: Chard METHOD: Deere/350 DATE: 2119/14 SCALE: 1"=4' Elev. Depth I feet feet ASTM Description of Materials BPF WL Tests or Notes 956.0 0.0 Symbol (ASTM D2488 or D2487) OL —_ ORGANIC CLAY, dark brown and black, wet. _ (Topsoil) 953.0 3.0 CL LEAN CLAY with SAND, gray and brown, moist, sok. _ (Glacial Till) 950.0 6.0 CL SANDY LEAN CLAY, brown, moist, medium. _ (Glacial Till) 947.0 9.0 BOTTOM OF TEST PIT. Water not observed. Test pit immediately backfilled. BL -13-04915C Braun Inte tec Corpo,ation TP -7 page 1 of 1 K m BRAUN' INTERTEC LOG OF TEST PIT Braun Project BL -13-04915C TEST PIT: TP -8 TEST PIT OBSERVATIONS LOCATION: See attached sketch. Bentz Properties Galpin Boulevard & 78th Street Chanhassen, Minnesota DRILLER: Chard METHOD: Deere/350 DATE: 2/19/14 SCALE: V. 4' Elev. Depth feet feet ASTM Description of Materials BPF WL Tests or Notes 960.0 0.0 Symbol (ASTM D2488 or D2487) OL — ORGANIC CLAY, black, frozen. 959.0 1.0 — (Topsoil) CL SANDY LEAN CLAY, brown, moist, medium to rather stiff. (Glacial Till) 954.0 6.0 BOTTOM OF TEST PIT. Water not encountered. Test pit immediately backfilled. BL -13-04915C Braun Intertec Corporation TP -8 page 1 of 1 8 BRAUNK' INTERTEC LOG OF TEST PIT Braun Project BL -13-04915C TEST PIT: TP -9 TEST PIT OBSERVATIONS LOCATION: See attached sketch. Bentz Properties Galpin Boulevard & 78th Street Chanhassen, Minnesota DRILLER: Chard METHOD: Deere/350 DATE: 2/19/14 SCALE: 1"=4' Elev. Depth feet feet ASTM Description of Materials BPF WL Tests or Notes 966.0 0.0 Symbol (ASTM D2488 or D2487) OL — ORGANIC CLAY, black, frozen. 965.0 1.0 — (Topsoil) CL SANDY LEAN CLAY, brown, moist, medium to rather stiff. (Glacial Till) 960.0 6.0 BOTTOM OF TEST PIT. Water not observed. Test pit immediately backfilled. oi-13-04915C Sim Inisr oc Corporation it -V page t or i BRAUN' INTERTEC LOG OF TEST PIT Braun Project BL -13-04915C TEST PIT: TP -10 TEST PIT OBSERVATIONS Bentz Properties LOCATION: See attached sketch. Galpin Boulevard & 78th Street Chanhassen, Minnesota DRILLER: Chard METHOD: Deere/350 DATE: 2119/14 SCALE: 1"=4' Elev. Depth feet feet ASTM Description of Materials BPF WL Tests or Notes 968.0 0.0 Symbol (ASTM D2488 or D2487) OL — ORGANIC CLAY, black, frozen. 967.0 1.0 — (Topsoil) CL SANDY LEAN CLAY, brown, moist, medium to rather stiff. (Glacial Till) 962.0 6.0 BOTTOM OF TEST PIT. Water not observed. Test pit immediately backfilled. BL -13-04915C Braun Intertec Corporation TP -10 page 1 n' ' BRAUN" INTERTEC LOG OF TEST PIT SANDY LEAN CLAY, trace Grave medium. (Glacial Till) CL / SANDY LEAN CLAY, trace Gr € 948-0 8.0 to rather stiff. m (Glacial l n — BOTTOM OF TEST PIT. 5 m Water observed at 6 feet. Test pit immediately backfilled. 'L , wet, gray, wet, medium page 1 01 Braun Project BL -13-04915C TEST PIT: TP -11 TEST PIT OBSERVATIONS LOCATION: See attached sketch. Bentz Properties Galpin Boulevard & 78th Street Chanhassen, Minnesota DRILLER. Chard METHOD: Deere/350 DATE: 2/19/14 SCALE: 1"=4' Elev. Depth feet feet ASTM Description of Materials BPF WL Tests or Notes 956.0 0.0 Symbol (ASTM D2488 or D2487) c OL — ORGANIC CLAY, black, frozen. 955.0 1.0 — (Topsoil) 'o CL LEAN CLAY with SAND, brown, wet, soft. ° — (Glacial Till) SANDY LEAN CLAY, trace Grave medium. (Glacial Till) CL / SANDY LEAN CLAY, trace Gr € 948-0 8.0 to rather stiff. m (Glacial l n — BOTTOM OF TEST PIT. 5 m Water observed at 6 feet. Test pit immediately backfilled. 'L , wet, gray, wet, medium page 1 01 BRAUN' INTERTEC LOG OF TEST PIT Braun Project BL -13-04915C TEST PIT: TP -12 TEST PIT OBSERVATIONS LOCATION: See attached sketch. Bentz Properties Galpin Boulevard & 78th Street Chanhassen, Minnesota DRILLER: Chard METHOD: Deere/350 DATE: 2/19114 SCALE: 1" = 4' Elev. Depth feet feet ASTM Description of Materials BPF WL Tests or Notes 956.0 0.0 Symbol (ASTM D2488 or D2487) 955.2 0.8 OL —_ ORGANIC CLAY, black, moist. (Topsoil) CL SANDY LEAN CLAY, trace Gravel, brown, wet, medium to rather stiff. (Glacial Till) 948.0 8.0 BOTTOM OF TEST PIT. Water not observed. Test pit immediately backfilled. BL -13-04915C Braun Inert Corporabon TP -12 page 1 of 1 T w N H W El a t � fIA r &4 Ia of e �n 0 tl e. � gra pRa 7IA7 9tl�i enc I LL � i =E6 i rp I a t � fIA r &4 Ia of e �n 0 tl e. � gra pRa 7IA7 9tl�i rp 11 �W UV N OLr W 0 W Z Q N n e _ e e �e Ned J •� ,ate r,� II �� \ e. t 9 c 8 c e 5/• 1e� 3t a 9 yyee i J e� I J •� ,ate r,� II �� \ e. t 9 c 8 c e 5/• I Dv uOss4�vywunin�u I 7 Q W z z a U 2 R k S A A i) aa a 2R41 yyN 4 !e � N 8 b 8 E g < s zKyS 5 q+ z j3 R 4 t S S II tl a a tl 8= 9 9 I Dv uOss4�vywunin�u I 7 Q W z z a U ?�'0 S%-'SATHRE-BERG QUIST, INC. W 150 S. BROADWAY, WAYZATA, MINNESOTA 55391 S Pv� TEL: (952) 476-6000 FAx: (952) 476-0104 WEB: WWW.SATRRE.COM To: Bob Generous Company/City: City Of Chanhassen Department: Planning Address: 7700 Market Blvd. Chanhassen, MN 55317 Phone: ❑ Herewith ❑ Under separate cover Transmittal Date: September 22, 2014 Job #: 37865-001 From: Nate Herman Project: Vistas at Bentz Farms ❑ Courier ❑ Mail ❑ Hand delivery El PICK u ttem/Revision Date Quanfity Format Description Final Plat Submittal Fo"at codes: D=Digftal; Sk=Sketch: P=Plan: Ps -Plan set. M=Mylar T=Transparency: R=Reducbw 0=-0nginW B=Bound Form Notes/Camments ci*y RECENEDD SEP 2 2 2014 C4AWA9MNPIANNN33FPT SCANNED WAProjects\72905-031 PULTE-DUNKIRK\Info-2009\ComespondenceMansmittal CITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 09/24/2014 2:47 PM Receipt No. 00263686 CLERK: AshleyM PAYEE: Sathre- Bergquist, Inc 150 South Broadway Wayzata MN 55391 - PC 2014-18 ------------------------------ ------------------------- Final Plat 250.00 Total Cash Check 23133 Change 250.00 0.00 250.00 0.00 SCANNED 150 SOUTHHBROADWAY • WAYZATA. MN 55391 Pay To City of Chanhassen Invoice No. Invoice Date Invoice Amount Amount Due 092214 09/22/2014 250.00 250.00 CITY OFCHANHASSEN RECEIVED SEP 2 2 2014 23133 Check No. 23133 Discount Apply Balance 0.00 250.00 0.00 CHANHASSEN PLANNINQ DEPT SCANNEC IN 163 471 + (p+�)H (Ay�II{ (pyp�y 10(pf�)1H15.5 t7 111.160 IV15L V 10148 IV 110 +H,S ,6 956.6 + 150 or 146 �T 147 125 158 ASH12 x14 a 15110.5 .111��¢�HI11 /�C�1H36 145 4 10 LTJ 1519.5 x2245 (V I O5 14 136 6 �;J 10pT? p F:A 4'/ m + 11 V 18 15318 ,m or 18138 + 1910 pQ%17 n 16 132 IV Or 14.5 130 zs 1 113.125 12S 1214 e� 129 Pond #1 N W L-956.0 HWL- 958.5 7514 13 15 y 66 �X 12 62 rykt' 19S arm + t, A7 76 /A Pond #2 N W L-958.0 HWL- 959.2 / 108 G 1 3* 1 C� 4135 APPROx CREEK Y/ 36 35 // / 46 E 4s 19//� / ASHM0AS37 42 T / ® / ! TRAC EX.75"Py0 ASH yssl2s / ' ( 443AS�H16 36 29 BLUFF CREEK AS15.,Xy'J_p ASH14 X25 OVERLAY DIST. $Y 45 X11 34 32 31 d4 BO% 16 ASH116 p�yy�ypp�\%18.5 ,��Q , 330 X15 tSSO OT 15 N 2012.: -2] 90X;D + EX.MH .- 28 ecx'err DESIGNER B DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) TDW MW 9/17/14 Add new base, rev'd trees per additional removals OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT NORBY & ASSOCIATES DRAWN BY NM 9/19/14 Tree placement and Lot Numbers LANDSCAPE ARCHITECTS, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE TDW WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL CHECKED BY THEREBY INDEMNIFY NORBY & ASSOCIATES LANDSCAPE ARCHITECTS, INC. OF ALL TDW RESPONSIBILITY. NORBY & ASSOCIATES LANDSCAPE ARCHITECTS, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE DATE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. 04/24/14 1 10 N r d y 4 2 E I hereby certify that this pla sp ricalion or report was preparetl by me or under my direct ervi nand that I am a duly registered Landscape Ambilect a laws WNe Stateof Minnesota. Signed: Date: 7-29-14 Reg'straionfk 20144 248 WIL27 250 249 0 253 266 �20 261 V165 259 9 PIN21 �L9L1 �63 BAS, AS13 215 _ 9 982.8 WILD 988.1 988.7 G BED )GING WITH MULCH PLANTIhP BED VINYL EDGING WITH MULCH WITH MULCH LANDSCAPE REQUIREMENTS NOTES: Each Lot shall be provided with a minimum of One Deciduous or Conifer Tree to be placed in the Front Yard. Conifer Trees must be at least Eight Feet High. 98.1.9 Deciduous Trees must be at least Two and One -Half Inches in Diameter. No more than 10% of the Trees may be from any One Tree Species. No more than 10% of the Trees may be from any One Tree Genus. BUFFER REQUIREMENTS NOTES: 1. Buffer Landscaping shall be provided along Galpin Blvd. 2. Existing Tress North of the Intersection are proposed to stay. Therefore no Buffer Plantings required. 3. Buffer Plantings are proposed South of the Intersection. 4. Existing (saved) Trees shall count towards the Buffer requirement. 5. Galpin Blvd is a collector, therefore, Buffer requirements are calculated based off Bufferyard "B". 6. Buffer Length = 450' 7. Buffer Width = 30' 8. Per City Code Sec 20-1176, the necessary Buffer plantings for Bufferyard "B" are: 2 Canopy Trees 4 Understory Trees 6 Shrubs BUFFER PLANTING CALCULATIONS: 450ft / 1 00f = 4.5 Multiplier for 30' wideBuffer = 0.4 Number of Canopy (Overstory) Trees Required: 4.5 x 0.4 x 2 = 3.6 = 4 Overstory Trees Number of Understory (Ornamental/Conifer) Trees Required: 4.5 x 0.4 x 4 = 7.2 = 8 Understory Trees Number of Shrubs Required: 4.5 x 0.4 x 6 =10.8 = 11 Shrubs Saved Existing Trees: Number of Canopy (Overstory) Trees: 2 (Maple & Willow) Number of Understory Trees: 4 (Spruce, Ash, Walnut, Elm) BUFFER PLANTINGS REQUIRED: Canopy Trees: 4 - 2 = 2 Understory Trees: 8 - 4 = 4 Shrubs: 11 -0=11 TREE REPLACEMENT REQUIREMENT EX CANOPY COVERAGE 287870 SF TOTALUPLANDAREA 656097 pp� l 69 43.88% !/ X1 05 ' (IX CANOPY/TOTAL UPIANDAREAt Redmond Linden + 70 7 I 2.5"BB Straight single leader 71118 229633.95 SF EXCANOPYREMOVED %, SF REMAININGCANOPY 169745 SF 60 59888.95 SF 72 115 + Ulmus americana Princeton' REQUIRED COVERAGE XI2 �. SF TREEREQUIREMENT 62 Betula nigra 1 TREE PER I,OR9 SF X11.5 73 RM 0+ AcerrubumL X10 + 2.5"BB + ,o RO Red Oak Quercus rubrum 6 �/� 4IF 4 125 SM Sugar Maple Acersaccharum 5 2.5"BB Straight single leader IW Ironwood Ostrya virginiana 2 1.5"66 Straight single leader WO White Oak Quercus alba 6 Straight single leader Evergreen Trees BH Black Hills Spruce ,-.V`, 8 6' BB NP Norway Pine Pinus resinosa 7 5 BB Shrubs RD Red Twigged Dogwood lCornus sencea'Baileyr 6 36" HT NB Diabdo Ninebark lPhyscarpus opudbius "Monlo' 5 24" HT Y �} .♦♦♦♦ill 'da 7514 13 15 y 66 �X 12 62 rykt' 19S arm + t, A7 76 /A Pond #2 N W L-958.0 HWL- 959.2 / 108 G 1 3* 1 C� 4135 APPROx CREEK Y/ 36 35 // / 46 E 4s 19//� / ASHM0AS37 42 T / ® / ! TRAC EX.75"Py0 ASH yssl2s / ' ( 443AS�H16 36 29 BLUFF CREEK AS15.,Xy'J_p ASH14 X25 OVERLAY DIST. $Y 45 X11 34 32 31 d4 BO% 16 ASH116 p�yy�ypp�\%18.5 ,��Q , 330 X15 tSSO OT 15 N 2012.: -2] 90X;D + EX.MH .- 28 ecx'err DESIGNER B DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) TDW MW 9/17/14 Add new base, rev'd trees per additional removals OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT NORBY & ASSOCIATES DRAWN BY NM 9/19/14 Tree placement and Lot Numbers LANDSCAPE ARCHITECTS, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE TDW WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL CHECKED BY THEREBY INDEMNIFY NORBY & ASSOCIATES LANDSCAPE ARCHITECTS, INC. OF ALL TDW RESPONSIBILITY. NORBY & ASSOCIATES LANDSCAPE ARCHITECTS, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE DATE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. 04/24/14 1 10 N r d y 4 2 E I hereby certify that this pla sp ricalion or report was preparetl by me or under my direct ervi nand that I am a duly registered Landscape Ambilect a laws WNe Stateof Minnesota. Signed: Date: 7-29-14 Reg'straionfk 20144 248 WIL27 250 249 0 253 266 �20 261 V165 259 9 PIN21 �L9L1 �63 BAS, AS13 215 _ 9 982.8 WILD 988.1 988.7 G BED )GING WITH MULCH PLANTIhP BED VINYL EDGING WITH MULCH WITH MULCH LANDSCAPE REQUIREMENTS NOTES: Each Lot shall be provided with a minimum of One Deciduous or Conifer Tree to be placed in the Front Yard. Conifer Trees must be at least Eight Feet High. 98.1.9 Deciduous Trees must be at least Two and One -Half Inches in Diameter. No more than 10% of the Trees may be from any One Tree Species. No more than 10% of the Trees may be from any One Tree Genus. BUFFER REQUIREMENTS NOTES: 1. Buffer Landscaping shall be provided along Galpin Blvd. 2. Existing Tress North of the Intersection are proposed to stay. Therefore no Buffer Plantings required. 3. Buffer Plantings are proposed South of the Intersection. 4. Existing (saved) Trees shall count towards the Buffer requirement. 5. Galpin Blvd is a collector, therefore, Buffer requirements are calculated based off Bufferyard "B". 6. Buffer Length = 450' 7. Buffer Width = 30' 8. Per City Code Sec 20-1176, the necessary Buffer plantings for Bufferyard "B" are: 2 Canopy Trees 4 Understory Trees 6 Shrubs BUFFER PLANTING CALCULATIONS: 450ft / 1 00f = 4.5 Multiplier for 30' wideBuffer = 0.4 Number of Canopy (Overstory) Trees Required: 4.5 x 0.4 x 2 = 3.6 = 4 Overstory Trees Number of Understory (Ornamental/Conifer) Trees Required: 4.5 x 0.4 x 4 = 7.2 = 8 Understory Trees Number of Shrubs Required: 4.5 x 0.4 x 6 =10.8 = 11 Shrubs Saved Existing Trees: Number of Canopy (Overstory) Trees: 2 (Maple & Willow) Number of Understory Trees: 4 (Spruce, Ash, Walnut, Elm) BUFFER PLANTINGS REQUIRED: Canopy Trees: 4 - 2 = 2 Understory Trees: 8 - 4 = 4 Shrubs: 11 -0=11 TREE REPLACEMENT REQUIREMENT EX CANOPY COVERAGE 287870 SF TOTALUPLANDAREA 656097 pp� l 69 43.88% !/ X1 05 ' (IX CANOPY/TOTAL UPIANDAREAt Redmond Linden + 70 7 5 2.5"BB Straight single leader 71118 229633.95 SF EXCANOPYREMOVED %, SF REMAININGCANOPY 169745 SF 60 59888.95 SF 72 115 + Ulmus americana Princeton' REQUIRED COVERAGE XI2 %11.5 SF TREEREQUIREMENT 62 Betula nigra 1 TREE PER I,OR9 SF X11.5 73 RM 0+ AcerrubumL X10 + 2.5"BB + ,o RO Red Oak Quercus rubrum 6 2.5"68 4 125 SM 7514 13 15 y 66 �X 12 62 rykt' 19S arm + t, A7 76 /A Pond #2 N W L-958.0 HWL- 959.2 / 108 G 1 3* 1 C� 4135 APPROx CREEK Y/ 36 35 // / 46 E 4s 19//� / ASHM0AS37 42 T / ® / ! TRAC EX.75"Py0 ASH yssl2s / ' ( 443AS�H16 36 29 BLUFF CREEK AS15.,Xy'J_p ASH14 X25 OVERLAY DIST. $Y 45 X11 34 32 31 d4 BO% 16 ASH116 p�yy�ypp�\%18.5 ,��Q , 330 X15 tSSO OT 15 N 2012.: -2] 90X;D + EX.MH .- 28 ecx'err DESIGNER B DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) TDW MW 9/17/14 Add new base, rev'd trees per additional removals OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT NORBY & ASSOCIATES DRAWN BY NM 9/19/14 Tree placement and Lot Numbers LANDSCAPE ARCHITECTS, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE TDW WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL CHECKED BY THEREBY INDEMNIFY NORBY & ASSOCIATES LANDSCAPE ARCHITECTS, INC. OF ALL TDW RESPONSIBILITY. NORBY & ASSOCIATES LANDSCAPE ARCHITECTS, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE DATE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. 04/24/14 1 10 N r d y 4 2 E I hereby certify that this pla sp ricalion or report was preparetl by me or under my direct ervi nand that I am a duly registered Landscape Ambilect a laws WNe Stateof Minnesota. Signed: Date: 7-29-14 Reg'straionfk 20144 248 WIL27 250 249 0 253 266 �20 261 V165 259 9 PIN21 �L9L1 �63 BAS, AS13 215 _ 9 982.8 WILD 988.1 988.7 G BED )GING WITH MULCH PLANTIhP BED VINYL EDGING WITH MULCH WITH MULCH LANDSCAPE REQUIREMENTS NOTES: Each Lot shall be provided with a minimum of One Deciduous or Conifer Tree to be placed in the Front Yard. Conifer Trees must be at least Eight Feet High. 98.1.9 Deciduous Trees must be at least Two and One -Half Inches in Diameter. No more than 10% of the Trees may be from any One Tree Species. No more than 10% of the Trees may be from any One Tree Genus. BUFFER REQUIREMENTS NOTES: 1. Buffer Landscaping shall be provided along Galpin Blvd. 2. Existing Tress North of the Intersection are proposed to stay. Therefore no Buffer Plantings required. 3. Buffer Plantings are proposed South of the Intersection. 4. Existing (saved) Trees shall count towards the Buffer requirement. 5. Galpin Blvd is a collector, therefore, Buffer requirements are calculated based off Bufferyard "B". 6. Buffer Length = 450' 7. Buffer Width = 30' 8. Per City Code Sec 20-1176, the necessary Buffer plantings for Bufferyard "B" are: 2 Canopy Trees 4 Understory Trees 6 Shrubs BUFFER PLANTING CALCULATIONS: 450ft / 1 00f = 4.5 Multiplier for 30' wideBuffer = 0.4 Number of Canopy (Overstory) Trees Required: 4.5 x 0.4 x 2 = 3.6 = 4 Overstory Trees Number of Understory (Ornamental/Conifer) Trees Required: 4.5 x 0.4 x 4 = 7.2 = 8 Understory Trees Number of Shrubs Required: 4.5 x 0.4 x 6 =10.8 = 11 Shrubs Saved Existing Trees: Number of Canopy (Overstory) Trees: 2 (Maple & Willow) Number of Understory Trees: 4 (Spruce, Ash, Walnut, Elm) BUFFER PLANTINGS REQUIRED: Canopy Trees: 4 - 2 = 2 Understory Trees: 8 - 4 = 4 Shrubs: 11 -0=11 TREE REPLACEMENT REQUIREMENT EX CANOPY COVERAGE 287870 SF TOTALUPLANDAREA 656097 SF BASE UNE CANOPY COVERAGE 43.88% LOW DENSITY RESIDENTIAL 35% ' (IX CANOPY/TOTAL UPIANDAREAt Redmond Linden Tilla americana Redmond' 5 2.5"BB Straight single leader REQUIRED CANOPY (35% OF TOTAL UPLAND COVERAGE 229633.95 SF EXCANOPYREMOVED 118125 SF REMAININGCANOPY 169745 SF CANOPYNEEDED 59888.95 SF PE Princeton Elm Ulmus americana Princeton' REQUIRED COVERAGE XI2 71866.74 SF TREEREQUIREMENT 66 Betula nigra 1 TREE PER I,OR9 SF 2.5"BB Multi -stem clump --I TREE PER LOT REQUIREMENT IS INCLUDED IN THE REPT AONENT TOTAL ITree perLot 15 Lots =15 Trees PLANTING LEGEND CANOPY REPLACEMENT REQUIREMENTS NOTES: 1. When planting Trees, one Tree shall be deemed to provide 1,089 Square Feet of required Canopy Coverage. 2. Trees must be from the approved List of Desirable Species. 3. No more than 10 % of the Trees may be from any One Tree Species and no more than 20% of the Trees may be from any One Genus. 4. Overstory Trees shall be at least Two and One Half Inch and Understory Trees shall be a minimum of One and a Half Inch. 5. Conifer Trees shall be a minimum of Six Feet in Height. 6. Plants Material used for the Reforestation shall be of a similar Species as Vegetation found on Site. 7. Trees shall be used that are appropriate to the Soil Conditions found on Site. 8. Trees shall be from Certified Nursey Sstock. 9. Not less than 75% of the total Trees required shall be Overstory Species. LANDSCAPING: 1. Vinyl Edging to be used and Hardwood Shredded Mulch spread around Shrubs planted on Berms. KEY COMMON NAME BOTANICAL NAME TY SIZE NOTES 0 TREES Z ' AL Redmond Linden Tilla americana Redmond' 5 2.5"BB Straight single leader HA Hackberry Celtis occidentalis 5 2.5"BB Straight single leader HL Honey Locust Gledistia tricanthos inermis 'Skyco/e' 6 2.5"BB Straight single leader PE Princeton Elm Ulmus americana Princeton' 6 2.5"BB Straight single leader RB River Birch Betula nigra 4 2.5"BB Multi -stem clump RM Red Maple AcerrubumL 6 2.5"BB Straight single leader RO Red Oak Quercus rubrum 6 2.5"68 Straight single leader SM Sugar Maple Acersaccharum 5 2.5"BB Straight single leader IW Ironwood Ostrya virginiana 2 1.5"66 Straight single leader WO White Oak Quercus alba 6 2.5"BB Straight single leader Evergreen Trees BH Black Hills Spruce Picea glauca densata 8 6' BB NP Norway Pine Pinus resinosa 7 5 BB Shrubs RD Red Twigged Dogwood lCornus sencea'Baileyr 6 36" HT NB Diabdo Ninebark lPhyscarpus opudbius "Monlo' 5 24" HT Total 77 Replacement Tree Replacement Tree Required Lot Tree 2.5" Deciduous 7' Evergreen 2.5"Deciduous F Norby & Associates Landscape Architects, Inc. 100 Ent Second Street Chaska MN 55318 (952)361-06" CITY PROJECT NO. VICTORIA, MINNESOTA Existing Saved Tree Shrub 50 25 0 25 50 100 SCALE IN FEET LANDSCAPING PLAN VISTAS AT BENTZ FARMS rJOTIVIFA I2I111:8011111a L1 L1 W LU M 0 Z ' Z Q Lu I, Q Z 1 -- LU w W a- NO \�O\,09 Vv 0 O 0 ++ EX. 15 „PVC 0 0 0 APpROX- r W 1 0 / 287,870 SF + 656,097 LANDSCAPE REQUIREMENTS NOTES: BASE UNE CANOPY COVERAGE 43.880A y + 35% Each Lot shall be provided with a minimum of One Deciduous or Conifer Tree to be placed in the Front Yard. (EX C4NOPY/TOTAL UPLAND AREA) 0/ + + 0 0 O 0 ++ EX. 15 „PVC 0 0 0 APpROX- r W 1 0 / 287,870 SF + 656,097 LANDSCAPE REQUIREMENTS NOTES: BASE UNE CANOPY COVERAGE 43.880A CAL. IN. + 35% Each Lot shall be provided with a minimum of One Deciduous or Conifer Tree to be placed in the Front Yard. (EX C4NOPY/TOTAL UPLAND AREA) 0/ + + 0 58 Conifer Trees must be at least Eight Feet High. 0 y SF DESIGNER NO. �. 0 REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) REMAININGCANOPY 0 O 0 ++ EX. 15 „PVC 0 0 0 APpROX- r W 1 0 / A Pond #2 NWL-958.0 HWL- 959.2 NJ N 0 0 / 0 4 1 BLUFF C 0 287,870 SF + 656,097 LANDSCAPE REQUIREMENTS NOTES: BASE UNE CANOPY COVERAGE 43.880A CAL. IN. + 35% Each Lot shall be provided with a minimum of One Deciduous or Conifer Tree to be placed in the Front Yard. (EX C4NOPY/TOTAL UPLAND AREA) 0/ + + TREE REQUIREMENT 58 Conifer Trees must be at least Eight Feet High. REQUIRED CANOPY (35% OF TOTAL UPLAND COVERAGE y SF DESIGNER NO. Deciduous Trees must be at least Two and One -Half Inches in Diameter. DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) REMAININGCANOPY 168,095 TDW 1 No more than 10% of the Trees may be from any One Tree Species. 9/17/14 Add new base, rev'd trees per additional removals OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT NORBY & ASSOCIATES 4 REQUIRED COVERAGE X1.2 DRAWN BY 2 No more than 10% of the Trees may be from any One Tree Genus. 9/19/14 Tree placement and Lot Numbers LANDSCAPE ARCHITECTS, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE O Acer mburn, 12 \ Straight single leader RO D Quercus ruarum 13 BUFFER REQUIREMENTS NOTES: / 3 NM 2/6/14 Additonal Trees per removals WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL + me or under mydired e-, and that am a d"y mgtstamc1 1. Buffer Landscaping shall be provided along Galpin Blvd. �C 4 2.5"BB Strai hi single leader THEREBY INDEMNIFY NORBY & ASSOCIATES LANDSCAPE ARCHITECTS, INC. OF ALL White Oak Landscape Architect an laws of he State of Minnesota. 2. Existing Tress North of the Intersection are proposed to stay. Therefore no Buffer Plantings required. 2.5"BB Straight single leader + RESPONSIBILITY. NORBY & ASSOCIATES LANDSCAPE ARCHITECTS, INC. RESERVES 3. Buffer Plantings are proposed South of the Intersection. j TDNi 0 4. Existing (saved) Trees shall count towards the Buffer requirement. THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE sl s9nad!, DATE Abies balsamea 5. Galpin Blvd is a collector, therefore, Buffer requirements are calculated based off Bufferyard "B". 6' BB 'y FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE. ^ Date: i_ -2w4 Registatm t: =044 6. Buffer Length = 450' Pond #1 r NP 0 Pinus resinosa 7. Buffer Width = 30' NWL-956.0 0 - 0 Pinus strobus 8. Per City Code Sec 20-1176, the necessary Buffer plantings for Bufferyard "B" are: HWL- 958.5 Tree Total 2 Canopy Trees �l + 4 Understory Trees S Shrubs 6 Shrubs \- RD Red Twig ed Dogwood I Comus sencea 'Bade i 6 36" HT NB Diabolo Ninebark I Physcarpus opuitlius "Monlo' BUFFER PLANTING CALCULATIONS: 24" HT Z 450ft / t 00ft = 4.5 9 T Multiplier for 30' wideBuffer = 0.4 "A® Number of Canopy (Overstory) Trees Required: 4.5 x 0.4 x 2 = 3.6 = 4 Overstory Trees 2 Number of Understory (Ornamental/Conifer) Trees Required: 4.5 x 0.4 x 4 = 7.2 = 8 Understory Trees + Number of Shrubs Required: 4.5 x 0.4 x 6 = 10.8 = 11 Shrubs Saved Existing Trees: , F� py (Overstory) Trees: 2 (Maple &Willow) Number of Canopy / + Number of Understory Trees: 4 (Spruce, Ash, Walnut, Elm) BUFFER PLANTINGS REQUIRED: Canopy Trees: 4 - 2 = 2 / Understory Trees: 8 - 4 = 4 + Shrubs: 11 -0= 11 A Pond #2 NWL-958.0 HWL- 959.2 NJ N 0 0 / 0 4 1 BLUFF C 0 TREE REPLACEMENT REOUIREMENT Ex CANOPY COVERAGE 287,870 SF TOTALUPLANDAREA 656,097 0 kl� �w 0 06)0 BASE UNE CANOPY COVERAGE 43.880A CAL. IN. LOW DENSITY RESIDENTIAL 35% LCX.MH (EX C4NOPY/TOTAL UPLAND AREA) 0/ CAL. IN. TREE REQUIREMENT 58 Straight single leader REQUIRED CANOPY (35% OF TOTAL UPLAND COVERAGE -1 SF DESIGNER NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) REMAININGCANOPY 168,095 TDW 1 TDW 9/17/14 Add new base, rev'd trees per additional removals OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT NORBY & ASSOCIATES Straight single leader REQUIRED COVERAGE X1.2 DRAWN BY 2 NM 9/19/14 Tree placement and Lot Numbers LANDSCAPE ARCHITECTS, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE Red Maple Acer mburn, 12 2.5"BB Straight single leader RO Red Oak Quercus ruarum 13 I hereby oeddy Mat this pia .. s ifiwhon or report was prepared by TDW 3 NM 2/6/14 Additonal Trees per removals WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL Straight single leader me or under mydired e-, and that am a d"y mgtstamc1 CHECKED BY OstW virglntana 4 2.5"BB Strai hi single leader THEREBY INDEMNIFY NORBY & ASSOCIATES LANDSCAPE ARCHITECTS, INC. OF ALL White Oak Landscape Architect an laws of he State of Minnesota. 8 2.5"BB Straight single leader RESPONSIBILITY. NORBY & ASSOCIATES LANDSCAPE ARCHITECTS, INC. RESERVES TDNi Evergreen Trees THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE s9nad!, DATE Abies balsamea 6 6' BB FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE. Black Hills Spruce Date: i_ -2w4 Registatm t: =044 TREE REPLACEMENT REOUIREMENT Ex CANOPY COVERAGE 287,870 SF TOTALUPLANDAREA 656,097 SF BASE UNE CANOPY COVERAGE 43.880A CAL. IN. LOW DENSITY RESIDENTIAL 35% (EX C4NOPY/TOTAL UPLAND AREA) 143 CAL. IN. TREE REQUIREMENT 58 Straight single leader REQUIRED CANOPY (35% OF TOTAL UPLAND COVERAGE 229,634 SF EX CANOPY REMOVED 118,1251 SF ADDITIONAL CANOPY REMOVED 2-4-15 1,650 SF REMAININGCANOPY 168,095 SF CANOPYNEEDED 61,539 SF 11 2.5"BB Straight single leader REQUIRED COVERAGE X1.2 73,847 SF TREE REQUIREMENT 68 Multi -stem clump 1 TREE PER 1,0895E Red Maple Acer mburn, '•1 TREE PER LOT REQUIREMENT I5 INCLUDED IN TME REPLAEMENT TOTAL 1 Tree per Lot 15 tots =15 Trees ADDITIONAL REPLACEDMENT COMMON NAME BOTANICAL NAME NEEDED FOR REMOVED SAVED SIZE NOTES TREES 2-4-15 71.5 CAL. IN. REQUIRED REPLACEMENT TREE REPLACEMENT @ 2:1 143 CAL. IN. TREE REQUIREMENT 58 Straight single leader PLANTING LEGEND CANOPY REPLACEMENT REQUIREMENTS NOTES: 1. When planting Trees, one Tree shall be deemed to provide 1,089 Square Feet of required Canopy Coverage. 2. Trees must be from the approved List of Desirable Species. 3. No more than 10 % of the Trees may be from any One Tree Species and no more than 20% of the Trees may be from any One Genus. 4. Overstory Trees shall be at least Two and One Half Inch and Understory Trees shall be a minimum of One and a Half Inch. 5. Conifer Trees shall be a minimum of Six Feet in Height. 6. Plants Material used for the Reforestation shall be of a similar Species as Vegetation found on Site. 7. Trees shall be used that are appropriate to the Soil Conditions found on Site. 8. Trees shall be from Certified Nursey Sstock. 9. Not less than 75% of the total Trees required shall be Overstory Species. LANDSCAPING: 1. Vinyl Edging to be used and Hardwood Shredded Mulch spread around Shrubs planted on Berms. KEY COMMON NAME BOTANICAL NAME CITY SIZE NOTES TREES AL Redmond Linden Tdia amencana 'Redmond' 11 2.5"BB Straight single leader HA Hackberry Celbs occidentalis 11 2.5"BB Straight single leader HL Honey Locust Gled/sna mcanrhos inermis skyeole' 6 2.5"BB Straight single leader PE Princeton Elm Ulmus amencana Pnnceton 11 2.5"BB Straight single leader RB River Birch Betula nigra 8 2.5"BB Multi -stem clump RM Red Maple Acer mburn, 12 2.5"BB Straight single leader RO Red Oak Quercus ruarum 13 2.5"BB Straight single leader SM Sugar Maple Acer saccharum 7 2.5"BB Straight single leader IW Ironwood OstW virglntana 4 2.5"BB Strai hi single leader WO White Oak Quercus alba 8 2.5"BB Straight single leader Evergreen Trees BE Balsam Fir Abies balsamea 6 6' BB BH Black Hills Spruce Picea 91auca densata 9 6' BB NP Norway Pine Pinus resinosa 10 6' BB wP White Pine Pinus strobus 8 6' BB Tree Total 126 Shrubs RD Red Twig ed Dogwood I Comus sencea 'Bade i 6 36" HT NB Diabolo Ninebark I Physcarpus opuitlius "Monlo' 5 24" HT 0 Replacement Tree 2.5" Deciduous Norby & Associates Landscape Architects, Inc. 100 Esst Second Street Chaska, MN 55318 (952) 361-0644 0 Replacement Tree Required Lot Tree 7' Evergreen 2.5"Deciduous O Existing Saved Tree Shrub 50 25 0 25 50 100 SCALE IN FEET LANDSCAPING PLAN VICTORIA, MINNESOTA VISTAS AT BENTZ FARMS NORTH FILE NO. L1 L1