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HomeMy WebLinkAbout2015-04-02 - Planning Commission Agenda PacketCITY OF CORCORAN PLANNING COMMISSION MEETING 7:00 PM — THURSDAY, APRIL 2, 2015 AGENDA 1. Call to Order 2. Pledge of Allegiance 3. Chair and Vice -Chair Election 4. Open Forum 5. Approval of a. Agenda b. *February 5, 2015 Planning Commission Minutes 6. New Business a. Final PUD Development Plan for Ravinia 2nd Addition (city file 15 -003) i. Staff Report ii. Public Comment iii. Commission Discussion & Recommendation b. PUBLIC HEARING. Site Plan Amendment and Variance for the Public Works facility at 9100 County Road 19 (PID 18- 119 -23 -13 -0001) (city file 15 -006) i. Staff Report ii. Open Public Hearing iii. Public Comment iv. Close Hearing V. Commission Discussion & Recommendation 7. Reports: a. *Planning Project Update b. *2015 City Priorities Update c. *City Council Report — Council member Keefe d. Other Business 8. Adjournment *Literature to review Material relating to these agenda items can be found in the House Agenda Packet, located near the entrance to the Council Chambers Meeting Area. 3a. CITY OF CORCORAN 8200 County Road 116, Corcoran, MN 55340 763.420.2288 — Office 763.420.6056 — Fax E -mail - general(aki.corcoran.mn.us / Web Site - www.ci.corcoran.mmus MEMO Meeting Date: April 2, 2015 To: Planning Commission From: Brad Martens, City Administrator Re: Chairperson and Vice - Chairperson Election Annually the Planning Commission must elect a Chairperson from among its appointed members to run its meetings. In addition, the Planning Commission has created the position of Vice - Chairperson to fill the role of Chairperson in his /her absence. Both of these positions are for a term of one year. Although the City Code states that the commission shall "elect" a chairperson, it does not define how that process happens. Staff recommends the Planning Commission use the motion, second, and vote process to select both the Chairperson and Vice - Chairperson. This item was originally discussed at the February 5, 2015 Planning Commission meeting. Due to two members being absent, the commission appointed Chair Jacobs as Acting Chair for the February 5, 2015 meeting. A formal appointment must take place for the remainder of the year. Attachment: N/A CITY OF CORCORAN PLANNING COMMISSION MEETING MINUTES 7:00 PM — THURSDAY, FEBRUARY 5, 2015 The Corcoran Planning Commission met on February 5, 2015, at City Hall in Corcoran, Minnesota. Present were: Chair Jacobs, Commissioner Wu, Commissioner Theis, and Commissioner Schultz. Absent: Vice -Chair Ravnholdt and Commissioner Krueger. Also present were: Council Liaison LaFave, Administrator Martens, City Planner Lindahl, and Code Compliance Official Pritchard. j 1. Call to Order Chair Jacobs called the meeting to order at 7:( 2. Pledge of Allegiance 3 Chair and Vice -Chair Election Motion made by Theis seconded by Schultz to appoint Chair Jacobs as Acting Chair for the February 5, 2015 meeting. Voting Aye: Jacobs, Wu, Theis, and Schultz. (Motion carried 4:0) Due to the absence of 2 members, the Commission agreed to delay the vote for Chair and Vice - Chair. 4. Open Forum — None 5. Approval of : W� a. Agenda Motion made by Wu seconded by Theis to approve the agenda as presented. Voting Aye: Jacobs, Wu, Theis, and Schultz. (Motion carried 4:0) b. December 4, 2014 Planning Commission Minutes Motion made by Wu seconded by Theis to approve the minutes as presented. Voting Aye: Jacobs, Wu, Theis, and Schultz. (Motion carried 4 :0) 6. New Business a. PUBLIC HEARING. Tombers Acres Preliminary Plat at 9120 Trail Haven (PID 15- 119 -23 -21 -0001) (city file 14 -032) i. Staff Report — City Planner Lindahl presented her staff report. ii. Open Public Hearing — Chair Jacobs opened the public hearing. (7.10pm) iii. Public Comment — None iv. Close Hearing Motion made by Schultz seconded by Wu to close the public hearing. Voting Aye: Jacobs, Wu, Theis, and Schultz. (Motion carried 4:0) (7:11 pm) V. Commission Discussion & Recommendation — The Commission asked for clarification if there were any structures located on the proposed outlot. The owner, Don Tombers stated there were not. Non - conforming status and implications were discussed, including State regulations. Staff stated that if a non - conforming structure were destroyed, it could only be replaced exactly as it exists today, meaning the footprint, size, height, etc. would have to remain the same. It was also noted that an agricultural accessory structure could be allowed by Conditional Use Permit on the proposed outlot. The structures would be allowed to stay indefinitely as the non - conforming status would apply to the land, not the owner. The Commission inquired whether or not there are similar non - conformities in the City. Staff stated that there are a number of non - conformities existing but the total amount is unknown. Motion made by Theis seconded by Wu to recommend approval of the Resolution as presented. Voting Aye: Jacobs, Wu, Theis, and Schultz. (Motion carried 4:0) (7:18pm) 4" b. PUBLIC HEARING. Corcoran Pet Care Center Sign Plan and Variance at 7559 CR 116 (PID 26- 119 -23 -11 -0016) (city file 14 -031) i. Staff Report — City Planner Lindahl presented her staff report. ii. Open Public Hearing — Chair Jacobs opened the public hearing. (7:27pm) iii. Public Comment — Mr. Lyndon Minks, applicant /contractor and owner representative, discussed the resolution condition regarding parapet height and agreed the sign parapet could be lowered and the intermittent parapet could be raised to be more proportionate. He agreed that a 4.5' maximum height would work. He also stated that the exterior materials would be of high quality, utilizing standing seam steel roofing on the mansard and Hardi- plank panel siding on the walls and parapets. Dr. Ian Drummond and Ms. Susan Drummond, owners, stated the lettering on the signs would be similar, but depending on amount of text, the letters may differ in font size. Ms. Drummond also stated that they would like to allow corporate logos and brand symbols. The Commission asked if the sign parapet locations would limit the tenant locations. Ms. Drummond stated that the design is for current tenants, but that tenants could change over time. Mr. Minks stated that the raised parapets could be moved and /or rebuilt to accommodate new tenants. Mr. Shorty Dorweiler, tenant (Farmers State Bank), stated he would like to include a corporate logo in his signage. He also stated that he may want to add a time /temp sign in the future. iv. Close Hearing Motion made by Wu seconded by Theis to close the public hearing. Voting Aye: Jacobs, Wu, Theis, and Schultz. (Motion carried 4 :0) (B:OOpm) V. Commission Discussion & Recommendation — The Commission agreed that the Resolution should be amended to add a condition that requires a revised letter from the applicant that includes corporate logos and brand symbols as part of the signage plan request. The maximum height for the sign parapets was discussed. The Commission concurred that a maximum of 5' parapet would be proportionate to the face height of the building and should be allowed and included in the Resolution. Motion made by Schultz seconded by Theis to recommend approval of the Resolution with amendments to condition #4 to allow a maximum parapet height of 5', as well as renumbering the conditions to add condition #5 requiring a revised letter from the applicant requesting that logos and symbols be allowed as part of the sign plan. Voting Aye: Jacobs, Wu, Theis, and Schultz. (Motion carried 4:0) (8:11 pm) c. New Business i. Council Correspondence — Annual Report and 2015 Priorities — The Commission reviewed the draft letter and discussed possible priorities for 2015. Many items were discussed, including: a Sign Ordinance update and evaluating Commission process and efficiency. Creating a Tree Preservation Policy or Ordinance was discussed at some length. Also discussed was the possibility of a Subdivision Ordinance update or incentives promoting sustainable development, such as: water and irrigation restrictions, energy conservation, and limiting changes to the site's natural characteristics (topography, trees, wetlands, meadows, etc.). The Commission discussed Subdivision Ordinance changes to restrict cul de sacs, as well as promote larger homes in Wayzata School District and more affordable homes in the other school districts. The Commission also discussed updating the Downtown Design Guidelines and promoting more commercial and industrial development along County Road 10 east of County Road 116. Administrator Martens stated that he would compile a list and send a survey to the Commission to select top priorities for 2015; Chair Jacobs would then present this list to Council on February 26, 2015. 7. Reports: a. Planning Project Update — Information only b. Planning Commission Term Update — Information only c. City Council Report — Presented by Council Liaison LaFave d. Other Business — None 8. Adjournment Motion made by Wu seconded by Schultz to adjourn. Voting Aye: Jacobs, Wu, Theis, and Schultz. (Motion carried 4:0) Meeting adjourned at 9:09pm. Submitted by Mike Pritchard Code Compliance Official Agenda Item: 6.a. 0 0 L A N b F 0 R M From Site to Finish 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 TO: Corcoran Planning Commission FROM: Mary Matze through Kendra Lindahl, Landform � f1 Tel: 612- 252 -9070 Fax: 612 - 252 -9077 www.landform.net DATE: March 25, 2015 for the April 2, 2015 Planning Commission Meeting RE: Final PUD Development Plan for U.S. Home Corporation (dba Lennar) for Phase II (Ravinia 2nd Addition) of the residential development called "Ravinia" at Gleason Road and County Road 101 (Outlot D, Ravinia) (City File 15 -003) 1. Application Request Lennar submitted a request for approval of Final PUD Development Plan for Phase II, "Ravinia 2nd Addition" to allow 36 single family detached home lots on 61.76 acres. This is part of the "Ravinia" subdivision planned for a total of 426 single family detached home lots on 266.57 acres. Only the final PUD development plan is reviewed by the Planning Commission. The Planning Commission recommendation will be forwarded to the City Council. The City Council is expected to take action on the final PUD development plan and final plat for Phase II on April 23, 2015. 2. CONTEXT Level of City Discretion in Decision - Making The City's discretion in approving a final PUD development plan is limited to whether or not the proposed plan is in substantial conformance with the approved preliminary PUD development plan. If it meets these standards, the City must approve the final PUD development plan. The City's discretion in approving a final plat is limited to whether or not the proposed plat meets the standards outlined in the City's subdivision and zoning ordinance and the conditions of preliminary plat approval. If it meets these standards, the City must approve the final plat. Background The City Council approved a Rezoning to PUD (Planned Unit Development), Preliminary PUD Development Plan and Preliminary Plat on December 23, 2013. The Final PUD Development Plan and Final Plat for Phase I was approved by City Council on April 24, 2014. The Final PUD Development Plan was amended by the Council on January 8, 2015 to allow for vinyl siding instead of LP siding on all sides of the homes and to allow 5 -foot setbacks behind garages. Landfori SensiblyGreen and Site to Finish® are registered service marks of Landform Professional Services, LLC. • • 0 The approvals were subject to a number of conditions. The developer has been working with the City to address those conditions. 3. Analysis of Request Staff has reviewed the application for consistency with the approved preliminary plans, as well as City policies. The City Engineer's comments are incorporated into this staff report and resolution and the detailed comments are included in the attached engineering memo. Final PUD Development Plan — "Ravinia 2nd Addition" The PUD offers enhanced flexibility to develop the site through the relaxation of most typical zoning district standards. The PUD allows for a greater variety of land uses, construction phasing and a potential for lower development costs. In exchange for this flexibility, the City expects a higher level of design and a more sensitive development than might normally be the case. The final PUD development plan must be reviewed for compliance with the preliminary PUD approvals. Staff finds that the final PUD development plan is generally consistent with the approved preliminary plans. Architecture The preliminary PUD approvals required the applicant to prepare HOA documents for review and approval by the City Attorney. The final documents (Design Review Guidelines for The Ravinia Neighborhood Association, Ravinia Lifestyle Homes Declaration of Covenants and the overall Neighborhood Declaration of Covenants for Ravinia) were approved and have been filed at Hennepin County. The applicant submitted a series of house plans and color palettes for the project with the preliminary PUD development plan. The current, more detailed plans include 4 different home series (Landmark, American Heartland, Lifestyle and NextGen), with options that allow more than 80 different home elevations with a wide variety of color and material combinations. Each house plan will be reviewed by the City prior to building permit to ensure that the ordinance standards as modified by the PUD are met. However, because this development will be constructed over a period of time, we expect that new or modified house plans will be added to the product line and would be administratively reviewed and approved by the City. The submitted plans comply with the PUD approvals. Parking On street parking is allowed on all public streets except Gleason Parkway. On street parking is allowed on one side of the streets, but is prohibited in cul de sacs. Sidewalks will be installed on one side of every local street. Lennar final PUD Development Plan — Ravinia 2nd Addition (15 -003) April 2, 2015 • • 0 Mail Delivery • Two centralized mailbox locations are shown on the landscape plans. Condition 19 of Resolution 2014 -19 requires that the location of mailboxes be approved by the US Postal Service. The applicant will need to provide proof of the approved location to the City for review and approval. Signage The preliminary PUD approvals allow two development signs at the main County Road 101 entrance, one sign at the Hackamore entrance and 7 smaller sub - neighborhood signs within the project. One sub - neighborhood sign is planned for the 2nd Addition at the southwest corner of Gleason Parkway and Bridle Path. The concept plans for these signs were approved with the preliminary plat, but no details were provided with this application. Detailed sign plans must be submitted for review and approval by the City Planner prior to issuance of a sign permit. The ordinance requires signs to be set back 10 feet from the property line and outside the sight visibility triangle. The applicant must show compliance with these setback requirements when the building permit is requested for the sub - neighborhood signage. Streets A temporary turnaround should be provided at the southerly extent of Larkspur Lane shown in Phase 2 as specified in the Engineer's memo dated March 16, 2015. A temporary turnaround is required on all temporary dead -ends within the project. The preliminary approvals require the developer to maintain the landscaping and irrigation Ravinia Parkway and the cul de sac islands. The maintenance agreement has been filed at Hennepin County. Off -Site Public Improvements There are a number of off -site improvements to streets that have been funded by the developer and constructed by the City, including improvements to County Road 101 and Gleason. The City is also completing extension of sanitary sewer and water to serve this project. These improvements are under construction as part of Phase I. The project is being constructed by the City and paid for by the developer. Financial guarantees for future improvements have been provided by the developer and paid for as outlined in the development contract that was approved by the City Council with the final plat. The master development contract shall be amended with each phase to ensure that the financial commitments of the applicant have been met. Lighting The applicant submitted a lighting plan with the Phase I Final PUD plan that included decorative light poles for installation on the public streets. Fixtures have been installed on site according to the submitted plans, however, the fixture -type is different than the approved fixture -type shown in Phase I plans. Wright- Hennepin Electric does not supply the fixture -type that was proposed, therefore an alternative light fixture was selected by the applicant and approved by the City. While the fixtures Lennar final PUD Development Plan — Ravinia 2 "d Addition (15- 003) April 2, 2015 09 O have already been installed on the entire site as part of Phase I construction, the applicant will need to provide an updated lighting plan that shows details and location of the lights that were installed on site. Parks, Trails and Open Space The preliminary approvals required a number trail easements and dedication of two public parks. Additionally, the developer proposed a private park that is being constructed as part of Phase I. The private park is owned and maintained by the Homeowners Association for their exclusive use. No public parks are proposed for the area to be developed in Phase II, however, future park dedication will include land dedication that exceeds ordinance requirement by approximately 40 %. The ordinance requires dedication of 22.74 net acres of park dedication and the applicant is proposing to provide 32.12 net acres of public park. This additional park land dedication is one of the benefits of the PUD. • Public Park 1 in the northwest portion of the site is 23.06 net acres (42.84 gross acres) • Public Park 2 north of Gleason Road in the central portion of the site is 3.57 net acres (5.12 gross acres). • Public trails. The applicant is showing 4.99 net acres (4.99 gross acres) of public easements for off -road trails. The applicant also provided an off road trail easement along the County Road 101 right -of -way. Wetlands A wetland delineation for the wetlands on site was completed for the preliminary plat submittal. The wetlands in Phase II were ranked as low or medium quality by the National Resource Communities Quality Ranking Map. Therefore, the Council allowed the applicant to provide buffers and buffer setbacks that are consistent with medium quality wetlands for all wetlands in lieu of providing a MNRAM report. Wetland #15 and Wetland #7 are low quality wetlands and require an average buffer width of 15 feet. All other wetlands in Phase II are medium quality wetlands and require a minimum buffer width of 25 feet. Placement of buffer monuments, buffers, and buffer setbacks are in compliance with Section 1050.010, Subdivision 5 of the Zoning Ordinance. Section 1050.010, Subd. 8 provides performance standards for buffer strip vegetation. The applicant shall provide the City with seed mixes and specifications for the wetland buffer strip. Plans show that drainage and utility easements have been provided for outlots A, B, and C, as required by Condition #46 of Resolution #2013 -61. The Final Plat shows easements over the wetlands and the wetland buffer. Development Phasing The developer plans to develop this project in 9 phases. The developer began work on Phase I in May 2014. Phase I included 38 lots and 5 outlots. Phase II includes 36 lots and 2 outlots. Lennar final PUD Development Plan — Ravinia 2nd Addition (15 -003) April 2, 2015 i � -I Final Plat .. i i The applicant is requesting approval of a final plat to create 36 lots and 2 outlots. The final plat is consistent with the approved preliminary plat. The final plat is reviewed only by the City Council. The development contract will also be reviewed by the City Council. The Planning Commission will not provide a recommendation on the Final Plat. Conclusion Staff has reviewed the plan for consistency with the applicable standards outlined in the preliminary approvals, Zoning Ordinance and Subdivision Ordinance. The staff report noted the outstanding issues that must be addressed and we have included conditions in the attached resolutions to address these issues. The final plat will be presented to the City Council at the April 23, 2015 meeting with the final PUD development plan for "Ravinia 2nd Addition." However, the final plat is not subject to Planning Commission review —the Planning Commission will only make a recommendation on the final PUD development plan. 4. Recommendation Move to recommend approval of the resolution approving the Final PUD Development Plan for Ravinia 2nd Addition. Attachments a. Draft Resolution approving the final PUD development plan b. Location Map C. Engineer's Memo dated March 16, 2015 d. Site Graphics dated March 4,2015 (partial only — full set available at city hall) e. Landscape plan dated January 30, 2015 f. Final Plat Graphics dated March 4, 2015 Lennar final PUD Development Plan — Ravinia 2nd Addition (15 -003) April 2, 2015 City of Corcoran County of Hennepin State of Minnesota RESOLUTION NO. 2015 -xx Motion By: Seconded By: April xx, 2015 APPROVING FINAL PUD DEVELOPMENT PLAN FOR "RAVINIA 2ND ADDITION" FOR PROPERTY AT GLEASON ROAD AND COUNTY ROAD 101 (OUTLOT D, RAVINIA) (CITY FILE 15 -003) WHEREAS, U.S. Home Corporation (dba Lennar) ( "the applicant ") has requested approval of a final PUD (planned unit development) development plan for Phase II, "Ravinia 2nd Addition," on a parcel legally described as: Outlot D, RAVINIA The Registered portion being described as that part of the South Half of the Northeast Quarter of Section 36, Township 119, Range 23, Hennepin County, Minnesota. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that it should and hereby does approve the request by U.S. Home Corporation for a final PUD development plan for Ravinia, subject to the following findings and conditions: A final PUD development plan is approved to create for 36 lots and 2 outlots on 61.76 acres for Ravinia 2nd Addition, in accordance with the plans and application received by the City on January 30, 2015 and March 4, 2015 except as amended by this resolution. 2. Approval is contingent upon City Council approval of the final plat and development contract. 3. Development is subject to the preliminary approvals and amendments in Resolutions 2013 -60, 2013 -61 and 2015 -02. 4. No park dedication is due at this time. Park dedication is based on the development of the entire Ravinia site and shall be land dedication totaling 32.12 net acres, due at the time of final plat for the phases that include public park dedication. 5. All platted residential lots shall comply with the following setbacks: Page 1 of 3 60 -foot lots 65 -foot lots 75 -foot lots Front, From County Road 101 100 feet 100 feet 100 feet Front, From all other streets 20 feet 20 feet 20 feet Front Porch ( <_ 120 square feet) 15 feet 15 feet 15 feet Side (living) 7.5 feet 10 feet 10 feet Side (garage) (Minimum separation between structures on adjacent parcels shall be 10 feet.) 5 feet 5 feet 5 feet Rear 25 feet 25 feet 25 feet Maximum Principal Building Height 35 feet 35 feet 35 feet Page 1 of 3 City of Corcoran County of Hennepin State of Minnesota RESOLUTION NO. 2015 -xx April xx, 2015 6. All garages must have a minimum 22 -foot parking area in front of the garage that does not overlap into sidewalks, drives or streets. 7. The following conditions be met prior to release of the final plat for recording with the County: a. The development contract for Ravinia 2nd Addition must be executed by the developer and the City and must be filed with the final plat. b. The developer shall provide summary and graphic of pre- and post - development densities for Ravinia 2nd Addition. c. The applicant shall comply with all requirements of the City Engineer's memo, dated March 16, 2015. d. Temporary cul de sac and related easements must be provided at the end of Larkspur Lane. 8. The following conditions be met prior to issuance of building permits: a. The applicant must record the approving resolutions and associated documents at Hennepin County and provide proof of recording to the City. b. The plans show centralized mailbox locations. These mailbox locations shall be approved by the US Postal Service and proof of the approved locations provided to the city for review and approval. c. The developer shall provide a separate Final Street Lighting Plan. d. The developer must provide sign details for the sub - neighborhood sign for review and approval by the City Planner. PUD flexibility was granted to allow this signage but detailed plans must be provided to ensure compliance. e. The developer shall provide a revised landscape plan that is consistent with the March 4, 2015 plans and plat. f. The applicant shall work with City staff to revise the Landscape Plan to ensure that all boulevard landscaping for Gleason Parkway is located within the boulevard (between the curb and sidewalk) where feasible. g. All permanent wetland buffer monument signs must be erected along the wetland buffer line as required by Section 1050.010, Subd. 7 of the Zoning Ordinance. i. Wetland signs shall be purchased from the City. ii. The final locations must be inspected and approved by City staff. iii. Monuments and signs shall be installed prior to approval of the building permit. Page 2 of 3 City of Corcoran County of Hennepin State of Minnesota RESOLUTION NO. 2015 -xx April xx, 2015 h. The development shall comply with the City's requirements regarding fire access, fire protection and fire flow calculations, the location of fire hydrants, fire department connections, and fire lane signage. The applicant shall provide the approved preliminary and final plan drawings to the City in an electronic (AutoCAD) format. VOTING AYE ❑ Guenthner, Ken ❑ Hank, Pat ❑ Keefe, Mike ❑ LaFave,Tonya ❑ Thomas, Ron VOTING NAY ❑ Guenthner, Ken ❑ Hank, Pat ❑ Keefe, Mike ❑ LaFave,Tonya ❑ Thomas, Ron Whereupon, said Resolution is hereby declared adopted on this xx day of April 2015. ATTEST: Jeanie Heinecke — Clerk Kenneth Guenthner - Mayor Page 3 of 3 City Seal Hennepin County GIS - Printable Map Ma ' . - �s L. Parcel 36- 119 -23 -41 -0002 ID: Owner Us Home Corporation Name: Parcel 6503 Co Rd No 101 Address: Corcoran, MN 55340 Property Farm Type: Home- Homestead stead: Parcel 75.31 acres Area: 3,280,291 sq ft A -T -13: Abstract 4 1'� Market $3,905,000 Total: Tax $53,322.36 Total: (Payable: 2015) Sale Price: Sale Date: Sale Code: I , reel Map Scale: 1" = 800 ft Print Date: 3/26/2015 Page 1 of 1 V -i6 This map is a compilation of data from various sources and is furnished "AS IS" with no representation or warranty expressed or implied, including fitness of any particular purpose, merchantability, or the accuracy and completeness of the information shown. COPYRIGHT © HENNEPIN COUNTY 2015 A T hink Green." http: / /gis.hennepin.usI Property /printldefault.aspx ?C= 458641 .76856320386,4990760.25531... 3/26/2015 V ^V Technical WENCK Memo Responsive partner. Exceptional outcomes. To: Bob Molstad, P.E., Charlie Wiemerslage, P.E. From: Jason Quisberg, P.E., Kevin Mattson, P.E., Kent Torve, P.E., Kirby Templin, P.E. Date: March 16, 2015 Subject: Ravinia Phase 2 - Plan Review Comments A plan set, dated (signed) 01/26/15 with a revision dated 02/18/15 in the title block, has been received for the proposed Phase 2 of the Ravinia development. The following comments are in regards to the plans submitted and should be considered in revisions to finalize said plans. Many of the comments were in response to the pre- revised drawing set and may no longer be pertinent to the final extents of Phase 2. These comments were left in this list, many of which are noted, for reference when the applicable future phase moves forward. General 1. A note, °Irrigation Pump Pad," is found on multiple sheets, located at Stormwater Treatment Pond 9. Add note as to HOA responsibility. 2. Updated City standard detail plates will be provided. Incorporate updated plates as appropriate. 3. Submission of record plans for Phase 1 will be required prior to approval of Phase 2 plans. A list of information to be included on the record plans will be provided. 4. Submit a list, and the status of, all permits required for the project. Streets 5. It is understood streets will be 28' wide, measured face -to -face of curb. It should be clarified the "30.0" dimension refers to back -to -back measurement, or change note as appropriate. 6. Provide a temporary turnaround on Larkspur Lane at the southerly extent of Phase 2. Obtain necessary temporary easements associated with the turnaround. 7. Without a schedule for, or confirmation of, additional development to the south of Phase 2, a "typical" dead end for the southerly termination of Larkspur Lane will not be allowed. A temporary cul -de -sac, hammerhead, or other, will be approved by City Engineer and Public Works which would allow maintenance or other vehicles to turn around without the use of private drives. Obtain necessary temporary easements associated with the turnaround. [This may be part of a future phase.] Wenck Associates, Inc. 1 1800 Pioneer Creek Center I P.O. Box 249 1 Maple Plain, MN 55359 -0249 Toll Free 800 - 472 -2232 Main 763 - 479 -4200 Email wenckmp @wenck.com Web wenck.com V ^V Charlie Molstad ernerslage, P.E. WENCK March 16, 2015 Responsive partner. Exceptional outcomes. Sanitary Sewer & Watermain 8. All valves on watermains 12" or larger shall be butterfly valves. 9. Hydrostatic watermain testing is to be phased such that all butterfly valves on mains shall be tested to verify ability to hold full pressure without leaks. 10. Required thread type on hydrants to be Hose - NST 2 1/2" TP7532, 7 -1/2" Threads per inch, Nominal thread O.D. 3.062 Pumper - 4 1/2" NST - TP40524 - 4 threads per inch, Nominal thread O.D. 5.750. #5 nut - NST 1 -1/2" Pentagon. Open Left Red 11. Tracer wire - per the attached tracer wire specification section. 12. Sanitary MH 1 is a drop structure. Lining of this structure will be required as was done in Phase 1. 13. The pipe run between MH 32 and MH 33 is shown at 7.28 %. This results in a potential velocity exceeding 10fps. This grade should be lessened to reduce velocity. The invert of MH 33 could be lowered to "transfer" grade to the next upstream run. 14. Two butterfly valves should be added on the watermain along Bridle Path, one on either side of the lateral to Larkspur Lane to minimize disruptions in case of a shutdown. All intersection valves should be shown and installed per detail plate WAT -08" 15. Butterfly valves could be added at the northerly and westerly watermain connection points on Bridle Path. These valves are not required, however, the contractor will be required to pass hydrostatic testing for the newly installed main; the absence of valves would require testing against existing watermain. 16. The proposed storm sewer and watermain crossing on Bridle Path at Paddock Lane (W) should be verified for 24" separation between pipes per MDH. 17. The proposed storm sewer and watermain crossing on Bridle Path at Paddock Lane (E) should be verified for 24" separation between pipes per MDH. 18. It appears separation between the CB and watermain near station 3 +00 on Larkspur Court has minimal clearance. A watermain offset is proposed for vertical separation, which is good, however, adjustments should be made to further separate (horizontally) the pipe and this structure. At a minimum, a note could be added to field adjust watermain in the field to provide sufficient separation. Placement of the watermain under a structure will not be allowed. [This may be part of a future phase.] 2 T: \2294- Corcoran \17- Lennar \PHASE 2 \Plan Review \Ravinia Phase 2 - Review Comments_i.docx Bob Molstad, P.E. Charlie Wiemerslage, P.E. March 16, 2015 V ^V WENCK Responsive partner. Exceptional outcomes. 19. It appears separation between the CB and watermain on Larkspur Lane and Larkspur Court has minimal clearance. Adjustments should be made to further separate the pipe and this structure. At a minimum, a note could be added to field adjust watermain in the field to provide sufficient separation. Placement of the watermain under a structure will not be allowed. [This may be part of a future phase.] 20. It is preferred to terminate Sanitary mains at a structure as opposed to a plugged pipe. Extend pipe from MH 14 south and terminate at MH 15 (include construction of MH 15 with Phase 2). 21. It is preferred to terminate Sanitary mains at a structure as opposed to a plugged pipe. Moving sanitary MH 42, at the southerly extent of Larkspur Lane, further south, and extending the corresponding main, should be considered. [This may be part of a future phase.] 22. The invert elevation of sanitary MH 15 should be verified such it will allow extension to provide service to potential future development to the south (beyond the currently identified future phase(s). 23. Clearly identify all lots where upsized water services are to be installed. Storm Sewer 24. The stormwater model used for determining the proposed wetland and pond water levels shall be verified. (Elevations shown on the plans appear to generally match those expected; however, the model will still need to be reviewed.) 25. Provide storm sewer calculations for storm sewer networks throughout Phase 2 to verify design capacities and local flooding potential. 26. Consider showing sanitary and watermain utility crossings in profile views. 27. It appears the shaded drawdown areas in the stormwater pond are shown incorrectly. It is believed the contours shown around the perimeters of the ponds are to represent the top and bottom of the maintenance benches. The drawdown areas are intended to be within these bench areas. Adjust extents of shaded areas or add notes, etc. to clarify. 28. Shift CB's, up or down stationing, whenever possible to align with property lines (extended) to avoid potential driveway conflicts with grates. 29. Consider revisions to the CB, and impacted pipe, on Bridle Path near Paddock Lane (W). MH 2 could be relocated, as a CB, to the lot line (extended) between lots 2 and 3. Flow direction between CBs 9 and 10 could be reversed and CB 10 connected to relocated MH 2. This may allow CB 1 to be eliminated and may help with the potential conflict of the crossing of storm and watermain (see comment #16) (9410424exCBMH). 3 T: \2294- Corcoran \17- Lennar \PHASE 2 \Plan Review \Ravinia Phase 2 - Review Comments_i.docx Bob Molstad, P.E. Charlie Wiemerslage, P.E. March 16, 2015 V ^V WENCK Responsive partner. Exceptional outcomes. 30. Lot 9, Block 4 is not adjacent a wetland or pond and will require a storm water service for sump pump discharge connection as required for all lots in this situation. A line could be extended from that provided for Lot 10 or from the nearest. [This may be part of a future phase.] 31. Consider sliding CBs 18 and 22 north to the next property line (extended) to the north. This would eliminate potential conflict with driveways and grates. This may also require sliding sanitary MH 8 south or north to avoid conflict with structure and storm lateral. 32. The design of Stormwater Treatment Pond 8 results shows the discharge pipe invert into wetland #15 at 986.5, or 0.5' below the NWL for the wetland. It is preferred this discharge pipe would be raised to an elevation 0.5'+ above the wetland NWL. It is noted pipe elevations are tight and pipe grades are already minimal. However, raising the NWL of the pond to 988.0 (raise 1') will be reviewed by Wenck. Consider modifying storm sewer on Larkspur Lane to gain additional grade in effort to raise the NWL. It should be explored if the run between the pond and the street could be shifted to the south line of either Lot 6 or Lot 7. The connection at the street could be connected to CB 32 or MH 31 and flow direction /pipe elevations be altered accordingly. [This may be part of a future phase.] 33. Add /adjust information shown on Typical Filtration Shelf Detail (Sheet 13). The top of the filter trench should be the middle of the maintenance bench. 34. The Pond outlet details show a sump depth of 4 feet from the NWL to the bottom of the sump. The 2 foot sump depth should be from the bottom of the inlet invert to the bottom of the sump. This should be fixed for all pond outlet details. 35. All homes not adjacent to a wetland or storm water pond, will require a storm sewer service be extended to the property line to allow connection of a sump pump discharge. The services can be connected to a (dedicated) 6" rigid, non - perforated, pipe that connects to the storm sewer system. This pipe is to be placed approximately 1 foot behind the curb. The services can be placed at shared locations of common lot lines to serve both adjacent homes if desired. Additionally, if a storm structure is located where a service stub is to be installed, connection can be made directly to the structure. All pipes and services must be installed with grade to drain properly. Service ends are to be approximately 1 foot below the finished grade surface, capped, and marked with a 2 "x2" post. 36. Road Sub -drain shall be install at a minimum of: • 250 If in both directions of a low point catch basin. 150 If upstream of a mid -slope catch basin. M T: \2294- Corcoran \17- Lennar \PHASE 2 \Plan Review \Ravinia Phase 2 - Review Comments_i.docx Bob Molstad, P.E. Charlie Wiemerslage, P.E. March 16, 2015 V ^V WENCK Responsive partner. Exceptional outcomes. Modeling The last model submitted for phase 1 was reviewed for the phase 2 initial comments. The model should be submitted for review of phase 2 in case changes have been made to the model during design of phase 2. 37. Model has a 12" outlet pipe for ponds 6 and 7. The plans show the outlet pipe is 15 ". Adjust model and plans accordingly so they are in agreement. 38. The EOF in the model for ponds 6, 7 and 8 are larger than specified on the plans. The EOF dimensions should be consistent between the model and the plans. It is understood that the EOF is not utilized in the model runs, so HWL results are not impacted. 39. The EOF elevation in the model for pond 7 is not the same as specified on the plans. The elevation should be changed so the model and plans are in agreement. 40. Areas used in modeling the volumes for ponds 6, 7 and 8 do not closely match areas from grading plans. a. Pond 6, notably, area for elevation 988 was larger in model than in plans. All areas used in modeling the volume for pond 6 should be checked and should match the areas proposed on the grading plans. b. Pond 7, the areas in the model seemed to be smaller than proposed on the plans. This results in a conservative model. Pond 7 areas should be checked and should match the proposed grading plans. c. Pond 8, The areas in the model correspond to elevations not easily represented on the grading plans. It is difficult to tell if volume is represented closely to proposed plans. Pond 8 areas and elevations should be checked and should match the proposed grading plans. 41. There is a culvert for outlet of Wetland 6. The model does not include a culvert outlet and instead models a large overland weir outlet. Previous field visits have identified this culvert which flows east under County Road 101. The culvert size was identified as a 24" cmp, the west side invert was at 984.5 feet and the east side invert at 983.7 feet elevation. The size, material and elevations should be verified and surveyed. Survey elevations and outlet description should be submitted for verification of modeled outlet. 42. The model shows a large overland flow outlet to Wetland 15. The outlet should be field verified and surveyed. Survey elevations and outlet description should be submitted for verification of modeled outlet. 43. The model shows a large overland flow outlet to Wetland 14. The elevation in the model suggests the road elevation. The outlet to Wetland 14 should be field investigated and surveyed. Survey elevations and outlet description should be submitted for verification of modeled outlet. 5 T: \2294- Corcoran \17- Lennar \PHASE 2 \Plan Review \Ravinia Phase 2 - Review Comments_i.docx Bob Molstad, P.E. Charlie Wiemerslage, P.E. March 16, 2015 Grading 44. There is rear yard drainage shown in three areas: V ^V WENCK Responsive partner. Exceptional outcomes. a. Lots 1 -4, Block 1: The EOF identified for this area appears to be approximately 994.0. Low openings for adjacent structures should be a minimum of 2' higher than the EOF. Lot 1 should be raised 0.2' to comply. b. Block 2: The EOF appears to be approximately 997. Lot 2 should be raised 1.0' to comply. c. Lots 9 -17, Block 4: It appears the EOF is approximately 990.3 (to Larkspur Court); this should be verified as Lots 11 and 12 are at the minimum based on this elevation (lots should be raised if EOF found to be higher). [This may be part of a future phase.] Plat 45. Verify easements over utilities, ponds, wetlands, etc. provide sufficient coverage for access and maintenance activities. d. If storm sewer configuration /alignment is altered on Larkspur Lane (see Note #32), adjustments to the impacted easements will be required. [This may be part of a future phase.] 46. Verify the need for a trail easement along County Road 101 with Hennepin County. End of Comments 0 T: \2294- Corcoran \17- Lennar \PHASE 2 \Plan Review \Ravinia Phase 2 - Review Comments _L clocx ® WETLAND #2H Nvvt 9520 Ha 9B5 !s WETLAND #4 1a ., sm T r_ a I � ■ ■ HWt a - WETLAND 0 - -- . \,,­--�� I I I IIII 1M I ..I // - ,­). I 1 _„ _ I — _- , / -- EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT Final Street Plan 6 -9 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. 10 -12 Final Storm Sewer Plan DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND /OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PHASE 2 BASE 01 CAW 2118115 CITY REVIEW COMMENTS INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I DRAWN BY — -- - -- ---------- - - - - -- ER SAID ICO S EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROF SSIONAL ENGINEER UNDER THE SRT 10'LIVING . AUTHORIZATION IZATIO, SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINN SO A. CHECKED BY 5' GARAGE 20' 25' INDEMNIFY SATHRE- BERGQUIST, INC. OF ALL RESPONSIBILITY. CAW — — — — — — — — — — — — — — — — — — — — — — — SATHRE - BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING DATE — -- - -- — — — — — — — — — — — — — — — — FROM ILLEGITMATE USE. RLES A. IEMERSLAGE, P.E. 01/26/15 Date: Z S US. NG. r, i I I I I I I JI I I II F- IT I I I I I I I I I I I I I I I I I I I I 11 LOCATION MAP LOT LINE FRONT SETBACK LINE EASEMENT LINE RIGHT OF WAY LINE BACK OF CURB LINE EXISTING LOT LINE ---- - - - - -- EXISTING FRONT SETBACK LINE EXISTING EASEMENT LINE EXISTING RIGHT OF WAY LINE EXISTING BACK OF CURB LINE �- a I i APPR�X. WETLAND 1i0 50 0 50 100 200 SCALE IN FEET I II I CITY PROJECT NO. A SATHRE - BERGQUIST, INC. o m 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476 -6000 CO RC O RAN , MINNESOTA cNFRS P`P�2 SHEET INDEX TABLE SHEET Description 1 Title Sheet 2 -5 Final Street Plan 6 -9 Final Sanitary Sewer & Watermain Plan 10 -12 Final Storm Sewer Plan 13 -15 Final Grading Plan 16 Final Erosion Control Plan 17 -19 Wetland Buffer Details 20 -23 City Details PREPARED BY PREPARED FOR ENGINEER DEVELOPER SATHRE- BERGOUIST, INC. LENNAR 150 SOUTH BROADWAY 1630536THAVEN.SUITE600 WAYZATA, MINNESOTA 55391 PLYMOUTH, MN 55416 PHONE: (952) 4766000 CONTACT. FAX: (952)476 -0104 JOE JABLONSKI PHONE: (952) 249-3014 CONTACT: ROBERTS. MOLSTAD, P.E. EMAIL: JOE JABLONSKI @LENNAR.COM EMAIL: MOLSTAD @SATHRE.COM 10' LIVING CONTACT: CHARLIE WIEMERELAGE,P.E. SITE WORK EMAIL: CWIEMERSLAGE @SATHRE.COM MARK 600E 20' PHONE: (952)249 -3074 5' GARAGE EMAIL: MARK.BODE @LENNAR.COM SETBACKS- SINGLE FAMILY SIZE: FRONT: PORCH: SIDE: CRNR: REAR: 10' LIVING • 65' (130 LOTS) 20' 15, 5' GARAGE 20' 25' 10'LIVING . 75' (256 LOTS) 20' 15' 5' GARAGE 20' 25' (426 LOTS) TOTAL (1 AMENITY LOT) PLANS SHOW: 1. 25' AVERAGE WETLAND BUFFER FOR MEDIUM QUALITY WETLANDS 2. 15' AVERAGE WETLAND BUFFER FOR LOW QUALITY WETLANDS 3. WETLANDS 6 & 14 ARE MEDIUM QUALITY WETLANDS, OTHERS CONTAINED WITHIN RAVINIA 2ND ADDITION ARE LOW QUALITY ACCORDING TO CITY OF CORCORAN NATURAL RESOURCE COMMUNITIES QUALITY RANKING MAP 4. AT FINAL PLAT, WILL SHOW BUFFER AVERAGING 5. LOT WIDTH SHOWN AT 25' SET BACK LINE. WB WETLAN BUFFER POST FILE NO. TITLE SHEET 5401 -664 RAVINIA 2ND ADDITION LENNAR 23 Q Q 4 I AVL WETLAND #2H- - NAIL 982 0 l„ fi � u _ o 0 HOA, 98J, / 5 ., WETLAND #4 0 0 _ WE NX 985, VWLJ98 i I / I I / I\ / 0 VARIABLEVARIABLE DISTANCE TO CENTER LITO CENTER LINE 3 Y, F BNUM INDUS MPTERINNE 6.E. SLAP Mn50T 1618 2 £ MIDGT 861 MnDOT B624 VPR1% G�OCR CURB AND 5 RMOUNT BLE SEE STANDARD O.L DUN. RE 4 CUTTER SEE 1 MINIMU FOR U ER PLATE STREET 5 DRNN ND INSTALLATION r T 15 SPWEA24oI WEAR COURSE PER MN /DoT 2360 —C COAT PER MN /DoT ;�N L 2355 NwB23oB BASE COURSE PER MN /DOT 2360 — LASS 5 AGGREGATE BASE — — — — — _ — r 1J2 /SOLEOF CRANUTAR BORROW PER m t. PI i MN /DOT LE FABRIC o GEOTEXTILE FABRIC (Nary - WOVEN) I TYPICAL SECTION SHOWN 5 HE MINIMUM RESIDENTIAL STREET REQUIREMENT. SEE SPECIFICATIONS FOR PROJECT SPECIFIC DETAILS. 3 2. SPIN TILE SHALL BE INSTALLED BEHIND CURB IN ALL 11- LOAMY, AND SANDY CLAY ® READ es CORNERS no %n ARE aov oRAry A� RED 11 ILL o9 6TALLED AS FO MPH IDESIGNSSpRED cRArvuMINIMUMLOSr - i D OX aEMERVE09TGRAa cxr To INCREASE THE STREET sccnoN BASED ON solL p '- CONDmoNS. / 8 65 RE FEES TOLATHE ACCORDING HENNEPN CO NND BICYCLE ,TRANSPO DIRECTED TATIIONYRICAN FOR TRAIL DENN 12" e 26" r 16" TOP OF M NOU5 MATERI % nck En 5TAN0ut0 IATFs sm y. SURMOUNTABLE CONCRETE CURB AND F�- - - - I I I I I - -- - -- _ - I I I I I a - " STR -1A s - — — — — — — — — — — — - I IS g THROUGH DRIVEWAY tD" VARIES STANDARD ALE IN FEET SECTION 8 BITUMINOUS CURB I nI NOTES: 12" e 26" r 16" TOP OF M NOU5 MATERI % nck En 5TAN0ut0 IATFs sm y. SURMOUNTABLE CONCRETE CURB AND STREET SECTION X'26 GUTTER - " STR -1A e Top OF BITUMINOUS 1 3 4 PER MITER AL THROUGH DRIVEWAY tD" VARIES STANDARD ALE IN FEET SECTION 4' IM11§• I`��I.IIU BITUMINOUS CURB I nI NOTES: 6" SHOE FORMED 1. ONCE CURB AND GUTTER ARE INSTALLED, PEACE SILT FENCE CURB EROSION CONTROL BIANKET SHALL BE PLACED E A FENCE AN BACK OF CURB. 4' BEHIND BACK OF IN .SPACE BETWEEN SILT <ueCITY OF CORCORAN I_ Wenck _ �'� '- RESIDENT;AL % nck En 5TAN0ut0 IATFs sm m STREET SECTION t_j CU RB AND GUTTER - " STR -1A e B4- STR -5 C (sa PuTF sre -s7 • _L, /SSCRECATE BASE CI - DRIVEWAY SECTION 5 p N. " RR �4Y Yefl� d L F PR „uA yAA� £oxeRDE Pa NT AT _C ao c c R6 NOT T. DRIVEWAY ISOMETRIC THRDUCx M&AY' EC N- STREET NOTES ALL PUBLIC STREETS ARE 28' FF UNLESS OTHERWISE NOTED. CURB DIMENSIONS ARE SHOWN BACK TO BACK. ALL TEMPORARY, DEAD -END STREETS SHALL BE CLOSED WITH TEMPORARY BARRICADES AND ARE TO BE FULLY REFLECTORIZED AND PROPERLY MAINTAINED UNTIL THE STREET IS EXTENDED, OR TEMPORARY CUL -DE -SACS ARE REQUIRED. SEE DETAILS STRA TO STR -13 FOR STREET DESIGN STANDARDS. ALL SIDEWALKS SHALL BE 6" THICK AND F WIDE. CONSTRUCT A PED RAMP AT EACH CURB AND /OR ROAD INTERSECTION PER STANDARD DETAIL PLATE STRT -12. NO PARKING PERMITTED IN CUL -DE -SACS. CUL -DE -SAC ISLAND CURB SHALL BE OUTFALL GUTTER STOP R1 -1 xxxx SEE DETAIL 30 "x30" xxxx STRT -9 ALL STORM SEWER STRUCTURES SHALL BE EXPOSED DURING STRING LINE OF CURB TO ENSURE PROPER FIT WITH CONCRETE RINGS. a Q Z 100 50 0 50 100 200 � EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT ALE IN FEET LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONBIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS suR`F` CITY PROJECT NO. FILE NO. PHASE 2 BASE 01 CAW 2118115 CITY REVIEW COMMENTS INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I ?��as - -- FINAL STREET PLAN 5401 DRAWN BY SATHRE - BERGQUIST, INC's EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROF SSIONAL ENGINEER UNDER THE 1 -664 SRT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINN FE A. N SATHRE - BERGQUIST, INC. CHECKEDBY INDEMNIFY SATHRE- BERGQUIST, INC. OF ALL RESPONSIBILITY. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476 CORCORAN, RAVINIA 2ND ADDITION `L SATHRE - BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE o m ,,.. m -6000 CAW — USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING RLES A. IEMERSLAGE, P.E. cNFRS `�4 MINNESOTA L E N NAR DATE — -- - -- ---------- - - - - -- FROM ILLEGITIMATE USE. Z S �1�8� P`p�? 23 01/26/15 Date: LID. NG. a Q Z NOTES: 1. SANITARY CASTINGS SHALL BE NEENAH R- 16428. ��/� T __ =-ll' -1 _ 3�0 • '.r � /' j _ = ,4 _ = fiI v / � +�� r 1 , . ' 8; I// 2.8 "SANITARY SEWER - SDR 35 TO 16', SDR 26 FOR DEPTHS OVER 16' 2. SERVICES AND RISERS SHALL BE 4 "SDR 26. ,� \ NJ�, I _- � ', ® � � c � - _ •_ -i _- _ � 1 �� 1 Irl Ir 7 3. EXTERNAL MANHOLE INFRASHIELDS ARE REQUIRED ON ALL MANHOLES. '/ \• - 1 • I I• -- `• � ♦• -97P� % 1 ■ V�O'e I h."xv ■ ii .` % � 2 _1 � °�a5 , L - -- - - - -- - - - -�- l y L �3z - -_ I / 4. EXTERNAL JOINT WRAP ARE REQUIRED ON ALL MANHOLES. 5. ALL WATERMAIN SHALL BE PVC C9D0 DESIGNED TO OPERATE AT 150 PSI 75 / '� PLUS WATERHAMMER. 6 DIP CL52, 8" C900 CI235 DR 18,12" C905 CI305 DR74 C T O 12 ( �I ■ ' O • F 6. BUTTERFLY GATE VALVES ARE REQUIRED ON ALL WATERMAIN I2' AND i O ¢3 g �I I ✓ O' / �' \''\ / I\ LA E ALL GATE VALVE6 SHALL HAVE STAINLESS STEEL MAIN I J E, #2H ® F )° // > e �o�" \ / RG R / _ Y _ _ \ 7 CURB BOXES TO HAVE EXTENSION RODS TO CURB STOP. �/ L IXCEPTION PARCEL 2F. 8. PROVIDE POLYETHYLENE WRAP (BMIL,T TYPE ) AROUND ALL WATERMAIN IN ACCORDANCE WITH AWWA C-105 STANDARDS. MEGA {UG JOINT %, 76 2 , 6 � R /� x ��� 4 _ III _ O U - -° \ RESTRAINTS SHALL BE USED ON ALL FITTINGS. ��' ��� ---- _--- __- - - -_ -- _- - ¢� L _-- ]L - - -_ 9. HYDRANTS 2 HTOBENDERM AKI NG DEVICE AND EDWITH STAINLESS BOLTS. if ■ , ^`"°are, �� • ,'y,,, •- • �.oa& 'i II - n_ INSTALLATION. AFINOER MARKING DEVICE AND RE -PAINT AFTER 7 / / ■ �� O-_ �_�,T/ - - - _ _ � p O I INSTALLATION. TEMPORARY S'� LN -P • 6 pgRKWAY 10. HYDRANT SHALL BE 8.0' BURY. WATERM IN SHALL HAVE 7.5 COVER. A °... [] iro' I, s. ■����� ��� f0 r� Ty.d'O �.\ /T -- ' \ -- - »- HYDRANT LEADS SHALL BE CLASS 52 D.I. P. 11. ALL WATERMAIN BOLTS SHALL BE CORE-BLUE TbOLTS WITH PROTECTED NW 9820 _ ■� _ _ 4 _�•J � _r END CAPS. �. MM.9855 #d �• 3O., WO 9 ■ i1 IXTp,. `_ A �` �H9' ® 12TRACER WIRE SHALL BE RATED UL AND BE #12 COPPER SOLID WIRE WETLAND y �Y STRAND. CONNECTED TO HYDRANT AT BOTTOM BREAKOFF BOLT WITH 4, ELECTRICAL CONNECTOR. ■ + <_'�� 1 r • :vbs« NIM,9855 §�. /J'y�, WETLAND 7 - - - - - - - - - 13. INSTALL TRACER WIRE (GREEN) WITH SANITARY SEWER MAIN. PLACEMENT H',&9861 ma 989.( ®:.i OF CONNECTION BOXES AND GROUND ANODES SHALL BE IN THE BOULEVARD 3 %k fit.\ WETLAND / I \ J` MM. 9y0.6 I y PERPENDICULAR TO THE MANHOLE STRUCTURES. 2 14. 1" MINIMUM TYPE W' COPPER SERVICE WITH CURB STOP. CURB BOXES e °3 z _J 6Y / SHALL BE INSTALLED AT THE DRAINAGE AND UTILITY EASEMENT. V, ' 1,1,0, 15. ALL SEWER SERVICES ARE LOCATED 3' DOWNSTREAM OF WATER SERVICES. \ :+x: �O � j/ GP1d 10 16. ALL DUCTILE IRON FITTINGS SHALL BE EPDXY COATED AND WRAPPED IN Wvt 986 Z WL 9 \, .. _... _ w� 6 4 TreaGneni y.- ��� POLY l # �r _ 2 •% ,� r ■ J 1 N88.2 � _ o�tlI a ` �� � �/A �,r �;_ - � - - i� cLEASON P ItwA� _ � - _ ., _• _ - - ' � �3e ® -�''' � �m i I l 48 - - - �■ i , ¢. - -- oL' _ - --- - - «. - • 9'_ , , ado -, ° "° I�° ° i J I , q 'I /� Tj rt p §& I „;. cc Stormwater • ��' � � - � I I I I + I_ a,*"o -wi a - -- - o3g WETLAND #�5 �q � NWL 987. I °.. °x NW, 9855 WL 990P9 P \ ® II HM 9885 O o HNL 986 8 m �w ° b •► WETLAND #4 •r r� �_ �/� ��' e b ., NM 985 , . ?. - -.. _ - _ 2 NVdL 186.8 -' �.:.� 7 • s - o / 7�e rr1`la'iC'Y / i O Po; \ Geed 11 L .�/ e , j Wo wo � N1M.988J ° II I NW 989 R� / ° / l p �^.. l *' I y. O � I � � I j ✓ `l J/ l Ig30T^ l e�Ht% , 4 j' N0L999 ■ °g �� � Tg '•� Ir � I I I � t e �� ' ,,�� NNh 98Ib °o •L p� WETLAND #15 §p$ 1s ado D 'I ae. 19 NM 989.0 coq • �_ NWL r '•.�,,<wo r _� � ,__- \ s - s1° NL 955 �- I -- � IL ° Pg v v o' ° • .4 � ( e � god \v 17 a �p m� �� , HU 977 .5 ■ - ° �« _ - '09E WETLAND #14 �a I r' ■� �" 98. m l ■ i Ir ■' �� - ado g - '.7 9880 I L _ `. _J • s s f "l- oN L a s �� �a, �o - ■ /o�� N ■F� ��V APPROX. E9 III i APPROX. WETLAND _ WETLAND x a: x.11 E EM IEPaxE° T n eE Ea °x xs°E -E 9 u s cim,mn °x xs°E ax° Wenck I , TITWY M6Ho>E DATE �`snN o1 w cE i.L NT Ton , .i °" '° `a` °MS ",K�k 111111 =' II• tx^ ©mom q1 L-T1.1r - 1il " 11 R M„ x Wenck r _, R E Ea OR . AN 07 EV111111-1111 100 50 0 50 100 200 III III I' LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY - $GALE IN FEET AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE - BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT tx^ ©mom �Eas �`a su' � FA CITY PROJECT NO. FILE NO. FINAL SANITARY SEWER &WATERMAIN PLAN 5401 -664 II . III 2118115 �I�II - -- DRAWN BY SRT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LI �I 1 •'i, 1 •III •,II II • II . II . LAWS OF THE STATE OF MINN FE A. YWW■OIriL �_ d CO RCO RAN, MINNESOTA RAVINIA 2ND ADDITION 6 L E N NAR Z23 CHECKED BY o cNFR s 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476 -6000 `�4 PLR? CAW DATE EV111111-1111 100 50 0 50 100 200 EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATEWAYONLY. THECONTRACTORSHALLDETERMINETHEE XACT ❑ E Q LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY - $GALE IN FEET AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE - BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROF SSIONAL ENGINEER UNDER THE �Eas �`a su' � FA CITY PROJECT NO. FILE NO. FINAL SANITARY SEWER &WATERMAIN PLAN 5401 -664 PHASE 2 BASE 01 CAW 2118115 CITY REVIEW COMMENTS _ _ _ - -- DRAWN BY SRT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE- BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE - BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE. LAWS OF THE STATE OF MINN FE A. ru N SATHRE - BERGQUIST, INC. CO RCO RAN, MINNESOTA RAVINIA 2ND ADDITION 6 L E N NAR Z23 CHECKED BY o cNFR s 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476 -6000 `�4 PLR? CAW DATE RLES A. IEMERSLAGE, P.E. Date: Z S Lic. NG. �l 8 01/26/15 x Q Z „,_ ® 1 � �,! �'� � ■ 1 14 vyo h%' ■� ''' � --- '-- _,_�1°. JI °� / 15 ho .#40,' - /� ■ \ l A g, - -- EXCEPTION PARCEL i _ J a. G ❑ W 7 f�- -� • f0 ' -�s°�P • \6, %/ -. - - �` .. a ",.,., _� WIO TEMPORARY RFCW 320 " a ■/; I ry s �\� / ps - - - - - -- - ,.....,•,_ b Q r T ,I , ■ r� �gg18$ e DC #4 � 07 0 ' s II ) �eY3T +•� ■ e 3 \ I WETLAND C, NIM,986�7 NWI.Q5 96 I w• '�- s WETLAND #5 1 NNti 990,6 y �, ■ -� ry - 7rNeaGio NNti 986 2 � Stamwater. _i _ _ II l PP �,I frcatrccnt NUtT 9582 Mo � y , «.e I � - -' � "� - - - I I r, " ^���EASONP o A�_�- - f�o - - ��z� -��� a �/ �•4, I / M to Stamwater / .' eas' - i6II6 li G -� 11 a me 0 e°' / � ,-c 'r - I � �I� / ;ase -6 WETLAND #6 I II a NWT 9870 N 985h 4z s�x� �` W 990.7" ft 9885 ❑ F vpaa o� S>�' - - NIM.9868 ■ s w 6_� b t°o" Lo ��" goo e.� _ „I 3 '-J �Oj r' � ��' � • I 3� I swe I WETLAND #4 'h/ �� 2 , _ 4 4 q�� n _� " % • �� 8�0 ti90T M-J !3 dy Oaf 5e� 4,a�, ( Loy f " u r� o - 3 • Teo > NW.989 HIM 988,1 !' o � - � I NVA_ 911 El H& 9818 Al TO WETLAND #15 e II : o ifipSl� 0 NW. 987,0 NW, 988,0 T Nx 975,5 .1 - -- I'IIM, 9725 STRUCTURE SCHEDULE Structure Name TYPE DIAMETER RIM BUILD INV CASTING NOTES 1 CBMH 48" 998.4 9.1 989.30 R -3290A DRIVE -OVER CASTING 2 STMH 48" 997.4 7.7 989.70 R -1642 3 CBMH 48" 996.1 5.5 990.60 R -3067V 4 CBMH 48" 996.1 5.1 991.00 R -3067V 6 CBMH 48" 995.4 4.0 991.40 R -4342 7 CBMH 48" 994.9 3.3 991.60 R -4342 8 CB 27" 995.9 3.6 992.30 R -4342 9 CBMH 48" 996.7 4.4 992.30 R -3067V 10 CB 2'x 3' 996.7 4.0 992.70 R -3067V 11 STMH 48" 996.3 4.9 991.40 R -1642 12 CBMH 48" 997.4 5.6 991.80 R -3067V 13 STMH 48" 998.4 6.2 992.20 R -1642 14 CBMH 48" 997.0 4.5 992.50 R -3067V CASTING 15 CB 2'x 3' 997.0 4.0 993.00 R -3067V 17 CMBH 48" 996.3 4.0 992.30 R -3067V 18 CMBH 48" 1000.8 4.4 996.40 R 3067V 19 STMH 48" 1004.6 5.9 998.70 R -1642 20 CMBH 48" 1003.3 4.4 998.90 R -3067V DRIVE -OVER CASTING 21 CB 2'x 3' 1003.1 4.0 999.10 R -3067V 22 CB z x 3' 1000.6 4.0 996.60 R -3067V FES SCHEDULE Structure Name TYPE INV C.Y. RIP RAP 16 FES 988.00 6.0 A FES 987.50 6.0 OUTLET STRUCTURE TABLE Structure Name INV I DETAIL OS A 985.75 SEE STRUCTURE DETAIL 987.50 II ^II� 1+ 11-1 IF UH11 I 1 I `II�II -�� -11 IP ta1=i N. FF ANI I- IF TI N.NTHI Tel I U-1 IN �IIIIIIIII� Ir PLAN 10- NINI -t Ne- ems! 0-I MD TF1 IN , SECTION row_r,_, F 5`"0.w ISOM .EARIC LT IT I, NeIN �w, czl w . Res mPl vl sa""€ ink czl n-�' mw SECTION A -A _ WETLAND #14 NOTESsTR -5 i r ❑' ■ ''° 1" $o ¢� "i 1. 4" DRAINTILE SHALL BE INSTALLED AT THE LOWPOINT CATCH BASINS 125' MIN. (STD) IN EACH DIRECTION $ 250' IN THE p iI "` ns O'�' 18. I UPHILL DIRECTION FOR ON SLOPE CATCH BASINS. - - -��° - - - - -� i_ i•__g @ wr. -" _ -J 95 " B, 2. 6" PERFORATED DRAINTILE SHALL BE INSTALLED THROUGH THE INFILTRATION /FILTRATION AREAS AS SHOWN ON THE -T- - -- --i r �� ----------- ..__ - -_- �__'. 1 J - - PLANS. SEETHE "TYPICAL DETAIL - INFILTRATION /FILTRATION AREA "ON GRADING PLAN, SHEET 14 FOR INSTALLATION _ 8 __ z I` - -. PURPOSES. 60 3. 6" PERFORATED REARYARD DRAINTILE NOTWITH THE INFILTRATION/FILTRATION AREAS SHALL COMPLY TO CITY ° L_ ! ■ 8 APPROX. I APPROX. DETAIL STO -14. �•, 'f - - - - J ' \ 4. TIE THE LAST 6 PIPE JOINTS TO FLARED END SECTIONS (TYPICAL). ` - WETLAND, ' WETLAND 'i�� 2 5. TRASH GUARDS SHALL BE PLACED ON ALL FLARED END SECTIONS. _ _ ggpg3 "Io. i i s g $� - \ - / - / / 6. TIE ALL JOINTS ON STORM SEWER BETWEEN APRONS AND OC STRUCTURES AND ALL CULVERT APRONS ? s ■■ _� - ■- _ I L� _L -_i ■_ -_ WETL'A'ND '1 6b' w` - - - -1- 7. WIMCO'S OR APPROVED EQUAL TO BE INSTALLED AT ALL STORM INLETS. SEE CITY DETAILS EROI ER04C, AND +'�Y -J 9. '1 .\�' `Y ERO-4D. He l J i oyg n-m„ el'I •" - III \I -- -\ �" - _ /\�`� -- - -T - -- \ B. BELOWFNISHED GRADE AND EXTENDETO AT LEASTO48 BELOW FINISHED GRADE. THAT ARE LESS THAN 48 NO Rte \ _- - _ - �I ,1 I\ I ,J L ------ 1,_____ -'_J I; "' "� I■ I `. '` � I I, �-- i- -'- -'_- i / !E 6r I tia 9. RIP -RAP FOR STORM SEWER SHALL BE CONSTRUCTED USING GRANITE ROCK, 1'DIAMETER OR LARGER AND SHALL BE HAND PLACED. 100 50 0 50 100 200 10. ALL ADJUSTING RINGS TO BE CONCRETE, EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT 0 ® 0 LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY 11. ALL STORM STRUCTURES SHALL BE PRECAST OR POURED IN PLACE. NO BLOCK STRUCTURES ALLOWED. ILi AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. SCALE IN FEET 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. PHASE 2 BASE 01 CAW 2118115 CITY REVIEW COMMENTS _ _ _ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I ?��as S�R`� - -- FINAL STORM SEWER PLAN 5401 -664 DRAWN BY SATHRE - BERGQUIST, INC's EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AMA DULY REGISTERED P7SSOA. SIONAL ENGINEER UNDER THE ti SRT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF M ru N SATHRE - BERGQUIST, INC. CHECKED BY INDEMNIFY SATHRE- BERGQUIST, INC. OF ALL RESPONSIBILITY. o CORCORAN, RAVINIA 2ND ADDITION SATHRE - BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE m m 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476 -6000 CAW - USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING `�4 MINNESOTA DATE L E N NAR - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FROM ILLEGITIMATE USE. RLES A. IEMERSLAGE, P.E. cNFR P VR�? 01/26/15 Date: Z S LID. NG. �l 8 s lb x a z 200 100 0 100 200 400 SCALE IN FEET 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. CONSTRUCTION NOTES 1. INSTALL SILT FENCE AS SHOWN ON PLAN, AS REQUIRED BY THE CITY OF CORCORAN, ELM CREEK WATERSHED DISTRICT 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,CLAYS, AND SILTS MUST BE REMOVED FROM THE POND AS NECESSARY DURING CONSTRUCTION AND AT THE COMPLETION OF THE PROJECT. REFER TO SECTION 2.2 OF THE STORM WATER POLLUTION PREVENTION PLAN. 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 DIRECTEDBYTHE ENGINEER. THE TEMPORARY DRAINAGE PIPES SHALL BE INCIDENTIALTO THE GRADING OPERATIONS, INSTALL SILT FENCE AROUND EXCAVATED POND, AFTER THE AS -BUILT ELEVATIONS HAVE BEEN VERIFIED BY THE ENGINEER. 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 4" 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 (INCIDENTAL). 7. POND -10:1 BENCH (1 FOOT) THEN 4:1 MAX 8. LO & WO FINISHED PADS SHALL BE FLATTER THAN 3:1. ALL OTHER SLOPES 4:1 MAX (UNLESS NOTED) 9. RESTORATION -16.2 ACRES PLUS WETLAND RESTORATION AREAS A. RESTORE ALL DISTURBED AREAS WITH 4' TO 6' OF TOPSOIL. OR EXISTING ON-SITE ORGANIC MTRL. B. SEED ALL DISTURBED AREAS WITH MNDOT MIXTURE 4250 AT A RATE OF 100 LBSJACRE AND FERTILIZE WITH 20 -0 -10 AT 100 LBS /ACRE. (UNLESS OTHERWISE NOTED) WETLAND RESTORATION - EWER 34 -181 EMERGENT WETLAND SEED MIX FOR WETLANDS (AS NOTED IN THE WETLAND REPLACEMENT PLAN APPLICATION) C. ONLY PHOSPHOROUS FREE FERTILIZER IS TO BE USED ON SITE. D. 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. E. PLACE APPROVED STORM SEWER INLET PROTECTION IN OR AROUND ALL STORM SEWER INLETS AND MAINTAIN UNTIL STREET CONSTRUCTION IS COMPLETED. F. MAINTAIN ALL SILT FENCE UNTIL TURF HAS BEEN ESTABLISHED. G. RESTORATION WORK WILL BE COMPLETED WITHIN 72 HOURS OF GRADING COMPLETION. 10, SILT FENCE, BEFORE GRADING- 6100 LF AFTER GRADING- 675LF 11. TREE FENCE, BEFORE GRADING - XX LF 12. EROSION BLANKET- XX SY GENERAL NOTES' 1, THE GRADING CONTRACTOR IS RESPONSIBLE FOR ALL STORM WATER INSPECTIONS ACCORDING TO THE MPCA STORM 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 FOR ALL STORM SEWER INLETS(EXISTING AND PROPOSED) AND MAINTAIN THEM AS AN EFFECTIVE SILT CONTROL DEVICE. INLET PROTECTION SHALL BE REMOVED WHEN RESTORATION HAS BEEN ESTABLISHED. 3. ALL RETAINING WALLS WILL REQUIRE A STRUCTURAL DESIGN, A BUILDING PERMIT& A FINAL INSPECTION REPORTfIF APPLICABLE) 4. A V -2" CRUSHED ROCK ENTRANCE BERM SHALL BE PLACED AT THE SITE ENTRANCE, TO REPLACE SILT FENCE, AND 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 STREETAREAS THROUGHOUT CONSTRUCTION. 6. THE CONTRACTOR SHALL ATTEMPT TO PREVENT SOIL MATERIALS FROM LEAVING THE SITE BY EROSION AND VEHICLE WHEEL TRACKING. HE SHALL BE RESPONSIBLE FOR CLEANING OF STREET, BOULEVARD AND UTILITY FACILITIES THAT RECEIVE ANY ERODED ORTRACKED SOIL MATERIAL OR OTHER CONSTRUCTION DEBRIS OR MATERIAL. THE GRADING CONTRACTOR WILL BE REQUIRED TO PROVIDE STREET SWEEPING ON HUNTER DRIVE DURING THE GRADING OPERTIONS, IF REQUIRED. 7. 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. ON -SITE BMPS 1. NURP POND- NURP POND WILL BE UTILIZED TO MEET OR EXCEED QUALITY AND RATE CONTROL REQUIREMENTS. 2. SKIMMERS - THE POND OUTLET STRUCTURE INCLUDES A SUBMERGED INLET PIPE TO ALLOW SKIMMING .(Utility Contractor) 3. RIP RAP- RIP RAP WILL BE UTILIZED ATALL APRONS FOR ENERGY DISSIPATIONAND PROVIDE SEDIMENT CONTROL- (Udlity Contractor) 4. INLET PROTECTION - INLET PROTECTION WILL BE INSTALLED AND MAINTAINED IN ALL CATCH BASINS & REAR YARD STRUCTURES. (WIMC(YS OR EQUAL) - (Utility Contractor) 5. SLOPE STABILIZATION- SILT FENCEWILL BE INSTALLED ALONG DOWN GRADIENT GRADING LIMITS AND WOODFIBER BLANKETWILL BE UTILIZED ON ALLSLOPES3: 1 ORGREATERTO PROVIDE ADEQUATE SLOPE STABILIZATION. (Grading Contactor) 6. BIOROLLS - BIOROLLS WILL BE INSTALLED ALONG REAR YARD SWALES TO PREVENT SEDIMENT FROM REACHING THE NURP POND AND ULTIMATELY DOWNSTREAM WETLANDS(Gadiig Contactor), 7. INFILTRATION AREAS - INFILTRATION AREAS WILL BE UTILIZED TO REDUCE THE AMOUNT OF RUNOFF FROM THE INCREASED HARDSURFACE. (Grading Contractor) 8. STREET SWEEPING- STREET SWEEPING WILL BE DONE A MINIMUM OF ONCE PER WEEK OR AS NEEDED TO MINIMIZE DUST CONTROL AND VEHICLE TRACKING .(Grading and Utility Contractor) 10. PHOSPHOROUS FREE FERTILIZER - PHOSPHOROUS FREE FERTILIZER WILL ALSO BE USED ON SITE: 11. ALL CONCRETE WASHOUT WASTE PRODUCED SHALL BE REMOVED FROM THE SITE. (Utility Contractor) 12, ADDITIONAL SNIPS SHALL BE INSTALLED AROUND ALL WETLANDS WHERE GRADING IS TO OCCUR WITHIN SOFT. SUCH BMPS INCLUDE DOZER CUT DITCH. FILTRATION SHELF NOTES: 1. Initial excavation of the filtration shelves shall be dug 2' below the finished final grade. 2. The bioretention soil within the filtration shelves will be installed after the stone sewer outlet control structure is installed. 3. To prevent soil compactor, heavy equipment shall not be allowed within the rain gardens at an time. P P vY 9 any tine. The bottom of the filtration shelves shall be tilled a minimum of 12" prior to placing the bioretention soil. P P 9 5. Relativley light equipment with tracks shall be used to excavate the filtration shelves 6. Immediately upon completion of grading the filtration shelves, silt fence shall be installed per the plan to establish perimter control. 6. The bioretention soil within the Shelves will be 2' deep with a 6" draintile raised one foot above the base of the bioretention soil. 9. The bioretention soil recommended by MNdot of 3149.2J (fine filter sand aggregate). 10. The mix for the filtration shelves should be 100% sand. 11. Minnesota Mulch & Soil can supply and deliver this soil premixed. (651) 330 -0299 0 WETLAND BUFFER POST HOLDDOWN DETAILS PROFILE VIEW �E� eE,ow�.aE�oow � A .ro. wALKOUTIwO) LOOKOUI FU«a EM NT To 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 & POURED FOUNDATION WALL, AND A 0.8' DROP FROM REAR TOP FOUNDATION TO GROUND ELEVATION FOR ALL LOOKOUTS AND WALKOUTS. TYPICAL FILTRATION SHELF DETAIL 25 r___ _,_____T_____ r___ I I .--- T ----- r ----- I ----- ,----- T_____ r ----- r ____�_____r 25 Note: Excavate filtration areas 2' below finishedlgmde during grading activities to allow for placement of the goretenhop soil during storm sewer installation. 11 20 I. III L_____III ____'a'COncrte Outlet Structure �____�_____ 20 I ill/ J HWL 15 I I LNWt alter Tt- aonsTbmE___ +______ _______________'_____' DRAW DOWN ELEVATION I ____ _____ , T_ -i -- _ _____i ____i_____ 10 IIr - - - - -I 6 Perforated Dra'ntlle (1 Above Filter Media) 10 ---------- - - - -- - - - -- - - -- - - - -- -- - - -' -- Bioreardw FilteriMera(2 Thick): I _____I_____I - - - -- - - -- -- - - -rli 5 Ir- - - - -Ir 7 r r -0BOWr M{nDO�5pe 3149.2rIjFnEFIIeF Sand- !{ggre9ataf T r r r 5 II II II II II II II II II II I II I I 1_____L____J_____U_____L_____L ____ II_____J____.I _ 1_____L_____L____J_____J 01 0 0 +00 0 +10 0 +20 0 +30 0 +40 0 +50 0 +60 0 +70 0 +80 0 +90 1 +00 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 IT 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 PROF SSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINN SO A. ?��as S".9 F0 ti N SATHRE - BERGQUIST, INC. CITY PROJECT NO. FINAL GRADING PLAN RAVINIA 2ND ADDITION L E N NAR FILE NO. 5401 -664 PHASE 2 BASE 01 CAW -- 2118115 - -- CITY REVIEW COMMENTS - ---------- - - - - -- - -- DRAWN BY SRT CO RCO RAN, MINNESOTA 13 23 CHECKED BY o m ,,.. cNFRS m 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476 -6000 `�4 PLp�� CAW DATE 01/26/15 RLES A. IEMERSLAGE, P.E. Date: Z S LID. No. a 2 Q Z J z 7 I — — — It oz 1 o - I Q V o ryry// AX I, A`I1 l (X) �� I � �' III Lu \ lZ lco z / LL Of 0 I co > > \ �° L'I co � �ma m U-0 LL p m J p.. > I ` \ N w T I I � '+ I Q p� co V ILL \ / c � -1 LL LU m 3 � ILL C _ m v � > ,oz ` i ILL! a I i BUFFER AVERAGED DOWN / 2.'1 — (1 986) BUFFER AVERAGED UP r 8 1 A i v v 66l _ - - ���_. TF 1000 � r � � 8' B6 � ti � �8 GF 1000.5 600L �1\ — — — — soo� sZoul - 6�j zo`v �RF6 ag 8_966 de O0 £9001 dl 8 "6001 dl I 0 900 5,6001 j� 91 W o _ ut r 20 10 0 10 20 40 0 0. 2 �SCALE IN FEET 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. PHASE 2 BASE 01 CAW 2118115 CITY REVIEW COMMENTS _ _ _ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I ��0.s SoR` - -- WETLAND BUFFER DRAWN BY SATHRE - BERGQUIST, INC's EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROF SSIONAL ENGINEER UNDER THE 5401 -664 SRT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINN SO A. I SATHRE - BERGQUIST, INC. INDEMNIFY SATHRE- BERGQUIST, INC. OF ALL RESPONSIBILITY. CORCORAN, RAVINIA 2ND ADDITION 17 CHECKED BY _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 0 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476 -6000 SATHRE- BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE m CAW — USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING �4 MINNESOTA L E N NAR DATE FROM ILLEGITIMATE USE. : A. IEMERSLAGE, P.E. cNFRS P 23 01/26115 -- - -- ---------- - - - - -- Date: Z S^ Lic. No. cl�S� a Z i ° rn m T LL cv T I - °� co D POW 7 HM 979 v — 4f ��� v / NWT 981 ,8 v i `b° - \ \ r2O� �19 civ si i v�F ggy WETLAND X14, I / cm � ) I'9 ,;1 APPROK WETLAND v v� v� O I v v III I BUFFER AVERAGED DOWN BUFFER AVERAGED UP NpRSN 30 15 0 15 30 60 SCALE IN FEET 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. PHASE 2 BASE 01 CAW 2/18/15 CITY REVIEW COMMENTS INFORMATION ) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I ERs s� L - -- WETLAND BUFFER DRAWN BY — -- - -- ----- - - - - -- - SATHRE - BERGQUIST, INC's EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY AM A DULY REGISTERED PROF SSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MILAN SO �` _ i SATHRE - BERGQUIST, INC. 5401 -664 SRT N RAVINIA 2ND ADDITION CHECKED BY - _ - - _ _ - - - _ _ _ - _ - - - _ _ _ INDEMNIFY SATHRE - BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE- BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE n 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476 -6000 CORCORAN , $ CAW USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING JJJ llliii RLES A. WIEMERSLAGE, P.E. CNFRS 4� MINNESOTA L E N NAR DATE - - - - - - - - - - - - - - FROM ILLEGITIMATE USE. y 8 Q P`P�? 2 Q J 01/26/15 Date: Li.. No. BUFFER AVERAGED DOWN BUFFER AVERAGED UP Ell 11-1111 if 30 15 0 15 30 60 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 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 PROF SSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINN SO A. e�0.s �? st,R` FA N SATHRE - BERGQUIST, INC. CITY PROJECT NO. WETLAND BUFFER RAVINIA 2ND ADDITION L E N NAR FILE NO. 5401 -664 PHASE 2 BASE 01 _ — CAW _ _ -- 2118115 _ _ _ - -- CITY REVIEW COMMENTS — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — — ---------- - - - - -- - -- DRAWN BY SRT CORCORAN, MINNESOTA �g L CHECKED BY 0 ,,.. m cNFRS 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476 -6000 �4 P�pe�`' CAW DATE 01/26115 RLES A. IEMERSLAGE, P.E. Date: Z S^ Lic. No. rl�S� N 2 Q Z �i Q !r F Services. Inc. Planting Notes L CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR / i -,' LL VERIFY x' \ CABILCOM TO RIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR - \\ TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL. 1 ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FEW AND SITE CONGIIINJi 3. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION - I I) f I E HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 4, ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY 810 AND /OR BLOM BY THE LANDSCAPE CONTRACTOR. 5. CONTRACTOR SHALL PROMISE TWO YEAR GUARANTEE OF ALL PLANT MATERIAL& THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECTS OR OWNER'S WRITTEN ACCEPTANCE OF THE IMI'AL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAYS A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. 6. ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA -GROWN AND /OR HARDY. AORE C1EDM��CNEO. / Rare PRNY OJL MPi.RMME.gS Overall Landsca Phase Z pe Plan P VAE 0 E.. FOLLOWING STANDARDS: 6 CORNPI Grountl Allb,ce ON NC EW N4 AS RRED. I , 1 1 ALL PLANTS SHALL BE FREE FROM NOTICEABLE CAPS HOLES, OR D. ONE I) YEAR ON NL / OuPe. AND aNA ND AS PECU9D. I..yi r OECiW WS ANO CCNAN. WS TREES: ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES Cp E�(IµYF W NL C9X6FRW5 i` \ (MAX) pY i0 FlPSL BflAN[HXD W tA1ff5 5 ABOL£ WO.6A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3, A' (Ma) - («nxj ca m mar Esmrn. I CRpINO STMNC P055 - PoRd 6 inRs.N¢ O B�Drz' %ff STUM➢ YpCO pi G. C6NEADOA 55. PUCE 3 POSTS g1bM CRd,19. �� Po5R TO Ne 2 N MURNS, PAN. Mbo. 8. PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING aDaI A ... ADD y �AaR mR msli vna A ' PoLTPFWP»A•E Gp 18'LCx4 TW19RWi elll. AND cuPE . Te POS15 . PaYETN 1 Fl, w .1 I s' ice' LT We Pa7MbMETE 4R 10, PRIM TO PLANTING. PER VERIFY THAT THE ROOT COUAR/ROOT Mlft IS I I I I I I I I I I I � w ML. I.s- LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT EE MPwmn FROM 1 REMOVED THE CASE, SOIL SNW BE REMOD DOWN TO THE ROOT COLUR/RDOT FLAIR_ MEN THE BALED & BURLAP TREE IS PLANTED, THE ROOT TKONOUNE D m MST p�LACE W. DEPM AS nSPW ES MONNIO OfIE➢ ONIEWTRa- D0 NOT AGWST Ta OKR FLINT Re DD NO.TEF. Or S MtP w11 <uErzF n 1 l MONen51N vrz Mm O�MWU wAT 1. Bna., SPOT AND BREAK APART PEAT POTS. M EW, eACAND II 1 _ BACMLL FART PR M,X Me.G. .1.1 .1 SCAMET 906 N9 BOIRY 6 raT fNL _ .19D6 AND BOTTOM OF HGE TO CORRECT POOR BRANCHING OF EXISTING AND PROPOSED T2EE5. A AW FEFE AM(A c. sTM•DMD FAR P . X OW BY APRIL 151 Am mU I M�OOT To NE 14. W TREES IS NOT PADRES; PLUMB AND STAKE IF oDTFl m NO IYANTN AT CR PEAK FlI CAW.'r, t1L m AT ce NEAN Forear Mal LUMB TREES NOT PLUMB AFTER ONE TEAR, NON -PLUMB TREES TO BE SUBJECT TO NOT PL SET PWT DAU ON ..A.R.. 4T NWT 0131 AN DN06NIag.➢ WARRANTY REPLACEMENT OR REPAIR. RI09YL ACRD S.L MWND CHNG TKESPNANPAL - - -- YgWNID. ON cdWAC1ED RYL A.KKG iid£5 NATURAL \ ~ pWNDNNE MTx fINI.. 4R mnDE TUTS. /`\ '-' L___ ... TIN. No oboE N.TS w DECIDUWS TREE -'- wnxcu \ I I EVERGREEN TREE~ 1-__J DEBRIS, AND LARGE WEEDS UNLESS SPECIFlED OTHERWISE. MINIMUM 4' TUN Tv PLANTING TREE, SHRUBS. AND PERENNIALS. PUNTING LA2g 17. MULCH TO BE AT ALL TREE, SHRUB. PERENNIAL AND MAINTENANCE AREAS. \ 1 TREE AND SHRUB PUNTING BEDS SHALL HAVE 4" DEPTH OF Me. ERRNKM1 SET SLL D AROUND HARDIMCKS) MULCH. SHREDDED MULCH TO BE USED AROND GRASS PERENNIAL ALL SLANTS WITHIN TUBE AREAS. PERENNIAL AND ORNAMENTAL AU PUNT MAOS ON CGyPKTEE mL ROUND BEDS SHALL xAY£ U DEPTH SHREDDED HARDWOOD NFABRIC IC TO MULCH TO BE FREE OF DELETERIOUS MATERIAL MULCH AND FABRIC TO BE APPROVED By �- OWNER PRIOR TO INSTALLATION. PTOTING PoRMV45 NATMAL ROLONME WIID OW. ATE 16. EDGING TO BE GRADE VALLEY-MEW BLACK DIAMOND (OR \�.I J OR SPADED EDGE, AS INDICATED. POUT EDGING POLY EDGING R S (RAC SHALL BE PULED WITH SMOOTH CURVES AND STAKED WITH METAL SPIKES MI PLACED WITH NO GREATER THAN 4 FOOT ON CENTER WITH BASE OF TOP BEAD MEMMON Ox CWPACNTONN 50L M.K. L MA U GRADE, FOR MOWERS OT PROVE WITHOUT DAMAGE. EDGE HIPLIZE T CURBS SPADED EDGE TO PROVIDE E.l, AND SIDEWALKS FOR EDGNG WHERE POSSIBLE E V- SHAPED DEPTH AND TO CREATE SEPARATION MULCH AND Mx6 PDX NAUNAL DS TO GRASS. NDU E. SHRUB, OR RAIN - GARDEN BEDS Mu. LESS NTETREESHRUB, NBESPADED EDGE, UNLESS NOTED O1HER4WSE EDGING TO MATCH EXISTING CONDITIONS ONOU XWC MM FRI.. CRANE N (WHERE APPLICPBIf). EOCE AIEPLM•1H6 BEDS MlM "W ALL r1lee AMW MALL a., `cnm Mula ula wEEa BUFFER D MIN ON A GROW PLAN), A DY BLUE SACS. IX. TO BE STANDARD MINNESOTA GROWN AND HARDY BLUEGRASS MIX. FREE OF LAWN SHRED EWIX MR1S AOMOUP m LAWN nreAs WEEDS, ALL TAGS. AREAS RAKED TO REMOVE DEBRIS AND 6MPE9 III - I 20. 'E IRRIGATION TO ALL PLANTED AREAS ON SITE IRRIGATION SYSTEM EDGE Au p.TNG BEDS rem brallaED all MSNE ADe CENT I�' - r I I PROVIDE OPQ.ATON MANUALS, AS-BUILT PLANS. AND NORMAL OPERATON IN u AR 1. IAS o W M XNNUM, RAN SENSORS TO UNIT UNNECESSARY WATERING SYSTEM SHALL BE NNE DES AND BOTTOM OF �I =TIP aTO xae BOTTOM a ALL P SYSTEM SHALL NAVE ONE -YEAR WARRANTY ON ALL PARTS AND LABOR, STEM SH ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN RE OBTAINED I 1 1 FROM THE GENERAL AL CONTRACTOR. a AFXG1 SALT BY Mre MOUTH. 21. CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS PM5111 FLINT FT MM I/4 PT CC 1.10 T PANT UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERgTONAL OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. ..a Tell ..1 22, REPAIR, REPLACE. OR PROMM SOD /SEED AS REWIRED FOR ANY ROADWAY N.T.S. BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING N.TS CONSTRUCTION. SHRUB PLANTING 23. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO f1 ]42 M PERENNIAL PLANTING T I un axa¢ U27 Planting Notes L CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR / i -,' LL VERIFY x' \ CABILCOM TO RIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR - \\ TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL. 1 ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FEW AND SITE CONGIIINJi 3. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION - I I) f I E HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 4, ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY 810 AND /OR BLOM BY THE LANDSCAPE CONTRACTOR. 5. CONTRACTOR SHALL PROMISE TWO YEAR GUARANTEE OF ALL PLANT MATERIAL& THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECTS OR OWNER'S WRITTEN ACCEPTANCE OF THE IMI'AL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAYS A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. 6. ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA -GROWN AND /OR HARDY. _ate. a. _�N / SPECIMEN MADE SHALL ADHERE T0, BUT IS NOT LIMITED BY. THE Overall Landsca Phase Z pe Plan P /011 or cal1811.com FOLLOWING STANDARDS: -- CORNPI Grountl Allb,ce ALL PLANTS SHALL BE FREE FROM DISEASE. PESTS, WOUNDS, SCARS, ETC. I , 1 1 ALL PLANTS SHALL BE FREE FROM NOTICEABLE CAPS HOLES, OR / DEFORMITIES. ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES i` \ ALL PLANTS SHALL HAYS HEAVY. HEALTHY BRANCHING AND LEAFING. C@NFERWS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3, I I - Z PLANTS TO MEET AMERICAN STANDARD FOR NURSERY (ANSI I T E 260.1 -2W4 OR MOST CURRENT VERSION) REQUIREMENTS IS FO FOR SIZE AND V \ TYPE SPECIFlED. 8. PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING I y PRACTICES , V 9, PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL -IN MATERIALS IF NECESSARY; TEMPORARY ONLY. 10, PRIM TO PLANTING. PER VERIFY THAT THE ROOT COUAR/ROOT Mlft IS I I I I I I I I I I I LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT W 1 REMOVED THE CASE, SOIL SNW BE REMOD DOWN TO THE ROOT COLUR/RDOT FLAIR_ MEN THE BALED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT PULP SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. i 11. OPEN TOP OF BURLAP ON BE MATERIAL$ REMOVE POT ON POTTED PLANTS. 1 l T -7TH SPOT AND BREAK APART PEAT POTS. I c,wf 12. PRUNE PUNTS AS NECESSARY -PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND PROPOSED T2EE5. 13. WRAP ALL SMOOTH- BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE A S \ , BY APRIL 151 A, •\ 14. W TREES IS NOT PADRES; PLUMB AND STAKE IF _._ t1L _ J LUMB TREES NOT PLUMB AFTER ONE TEAR, NON -PLUMB TREES TO BE SUBJECT TO NOT PL WARRANTY REPLACEMENT OR REPAIR. - - -- 15. THE NEED FOR SOL AMENDMENTS SHALL BE DETERMINED UPON SIZE SOIL \ ~ CONDITIONS PRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY ARCHITECT FOR THE NEED OF ANY SOL AMENDMENTS. /`\ '-' L___ LANDSCAPE -y r - 16. BACKEILL SWL AND TOPSOIL TO ADHERE TO MM/DOT STANDARD -'- SPECIFICATON W77 (SELECT TOPSOIL BORROW) AND TO BE EXISTING TOP \ I I SOIL FROM SITE FREE OF ROTS, ROCKS LARGER THAN ONE INCH, SUBSOIL 1-__J DEBRIS, AND LARGE WEEDS UNLESS SPECIFlED OTHERWISE. MINIMUM 4' I - - - -TI (. - -_� I L DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTH T)PSOIL FOR TREE, SHRUBS. AND PERENNIALS. 1 % 17. MULCH TO BE AT ALL TREE, SHRUB. PERENNIAL AND MAINTENANCE AREAS. \ 1 TREE AND SHRUB PUNTING BEDS SHALL HAVE 4" DEPTH OF - -- r D AROUND HARDIMCKS) MULCH. SHREDDED MULCH TO BE USED AROND GRASS PERENNIAL ALL SLANTS WITHIN TUBE AREAS. PERENNIAL AND ORNAMENTAL AU PUNT BEDS SHALL xAY£ U DEPTH SHREDDED HARDWOOD NFABRIC IC TO MULCH TO BE FREE OF DELETERIOUS MATERIAL MULCH AND FABRIC TO BE APPROVED By �- OWNER PRIOR TO INSTALLATION. 16. EDGING TO BE GRADE VALLEY-MEW BLACK DIAMOND (OR \�.I J OR SPADED EDGE, AS INDICATED. POUT EDGING POLY EDGING R S `L _- I T SHALL BE PULED WITH SMOOTH CURVES AND STAKED WITH METAL SPIKES MI PLACED WITH NO GREATER THAN 4 FOOT ON CENTER WITH BASE OF TOP BEAD I I U GRADE, FOR MOWERS OT PROVE WITHOUT DAMAGE. EDGE HIPLIZE T CURBS SPADED EDGE TO PROVIDE I AND SIDEWALKS FOR EDGNG WHERE POSSIBLE E V- SHAPED DEPTH AND TO CREATE SEPARATION MULCH AND I------------- - - --I L -- DS TO GRASS. NDU E. SHRUB, OR RAIN - GARDEN BEDS - - -- _______________ F - LESS NTETREESHRUB, NBESPADED EDGE, UNLESS NOTED O1HER4WSE EDGING TO MATCH EXISTING CONDITIONS , P (WHERE APPLICPBIf). 19, ALL DISTURBED AREAS TO BE SODDED EXCEPT POND AREAS, MET"AND I / BUFFER D MIN ON A GROW PLAN), A DY BLUE SACS. IX. TO BE STANDARD MINNESOTA GROWN AND HARDY BLUEGRASS MIX. FREE OF LAWN -. WEEDS, ALL TAGS. AREAS RAKED TO REMOVE DEBRIS AND I I F :1 ENSURE DRAINAGE. SLOPES E 3:1 OR GREATER SHALL BE STAKED, IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PUN. I 20. 'E IRRIGATION TO ALL PLANTED AREAS ON SITE IRRIGATION SYSTEM 1 �\ TAC TO BE BY LANDSCAPE CONTRACTOR. CONTRACTOR TO TO BEE I I PROVIDE OPQ.ATON MANUALS, AS-BUILT PLANS. AND NORMAL OPERATON I ESSARRIGATON SYSTEMS SHALL ALL HAVE PROGRAMMING. LAWN 5° ARRIG 1 RAN SENSORS TO UNIT UNNECESSARY WATERING SYSTEM SHALL BE NNE WINTERIZED AND HAVE SPRING STARTUP DURING YEAR OF OPERATION. , 1 ALL P SYSTEM SHALL NAVE ONE -YEAR WARRANTY ON ALL PARTS AND LABOR, STEM SH ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN RE OBTAINED I 1 1 FROM THE GENERAL AL CONTRACTOR. I 21. CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERgTONAL OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. 1 22, REPAIR, REPLACE. OR PROMM SOD /SEED AS REWIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING I CONSTRUCTION. 23. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. T I O' 300• 1 600• 1900• ! 1 1 1 I �1 l\ -------------- i I I yr 2 1 / 1 rl �l Flt I 1 < 1'I I '\ >_ 2 J � it ,11 .m , � 1 I v T 1 I 000252802PLI01 .6 pas 01/30/15 Short 1 OF 2 ®® udmhPamel bttx I _ate. a. _�N Call 48 Hours before digging: Ravinia � a1, MN Overall Landsca Phase Z pe Plan P /011 or cal1811.com D•t_ M 2M Ysl PnrW b /4c PlymboutL, ARM SM " CORNPI Grountl Allb,ce I I \ \ I I \ I I \\ \ I I I I I I I I I I I I r W i 1 l T -7TH � I c,wf yr 2 1 / 1 rl �l Flt I 1 < 1'I I '\ >_ 2 J � it ,11 .m , � 1 I v T 1 I 000252802PLI01 .6 pas 01/30/15 Short 1 OF 2 ®® udmhPamel bttx I _ate. a. _�N rprensM DOM I & Lennu TAns m 16305 36h Avenue North, Sufte 6W Ravinia � a1, MN Overall Landsca Phase Z pe Plan P „x 11065'SWOod wnw,MMW$Lmmt D•t_ M 2M Ysl PnrW b /4c PlymboutL, ARM SM " 02015 Westwood Professional Services, Inc. Secondary Monument Detail (typ. of 1) Cut-de-Sac Island Detail (typ. of 1) scale rew stoic ram Mailbox Unit (typ. of 2) Scalds ism P k PR e < I SEE S FOR G/ERO ED CONTROL BU t`t \ \\ (-FO TgIN 3 _ m 5 PRE ' SEEDNG MIXES & SPECSFFER J A K EXISTING WETLAND / / s a �3 POP �„ p,YS �• �� `�I �� 3 ALS e / FUTURE PRASE z sw 12 JTL e LANDSCAPING (TYP.) 4 DOE rsw 6 NOR / 4 QUA Phase 2 Final Tree Schedule ^s — 10 GM , v v 3 CGS i UPS CODE QTY COMMON /BOTANICAL NAME SIZE SPACING Q0. - e• wLL 2 PRO ,4 r� • 1 NPO SG. 21 Senna pen Maple Acer x fie 5' 2.5' BB As SHOWN -.� PgTa • • S POP 5KH 14 Sk ne Hone ocust / Gletl tsp l ihos var. nerrnfs 'Skycole' 2.5" BB AS SHOWN / j ` D B1aoLE 7 SN9 i° • • ' 5W0 22 Swamp le sok / ti for 2,5" B8 AS SHOWN PRE 9 —Princeton u Elm / UI s s anus r P n et n ,5 ED AS SHOWN POC ACE 16 Accolotl¢ Elm / UImUS Iaponlc0 : Wlsonlana Mwlon' 25" BB AS SHOWN —T � • j i1 DCE 6 Discover Elm Ulmus dond ana vor. upon co Oscaver 2.5" 8 AS SHOW a NPO _ 6 5W0 i 1 • W55 - 9 wntespre Bbch / B,nn .,n PIP wnitespr¢ 2,5" BB _ _ - IsSHOwN ` 12 NOP TCH 3 Thornless Cockspur Hawthorn / Crataegus crusgall' Inermis 15' BB AS SHOWN JR 9 Japanese Tre LI / Sy—mg. reticulate 6- HT, CLUMP AS SHOWN Aeren Se b y / Arreorchner ae V9 6 HT 88 CLUMP AS SHO I tV J� Pmie Rose C b M Prare 15" B AS SHOYM 1 ` E%iSIINO VIETLAND PRO s Rose' J :1 PFC 8 PmY ¢f're Cr b / Molus Proinefire ' 1S" B8 AS S40WN J Y /(/ POO s Pmmsan Cmb M P mson SEE GRADING/EROSION CONTROL J 1 3 ROC QUA a Quak n9 Aspen / Popular trerrW.Mee 1 5' BB A5 BHOWN ` PLANS FOR WETLAND BUFFER JJ f 16 ACE t l / SEEDING MIXES & SPECS. f r 7 � � 1188 BHS 11 Of -k Hills Or / P' gl tl f 6 HT., 66 AS SHOyM • A �� 1 U CGS 9 C d Green / P p 9 6 HT BB AS SHOWN / PgTM POP......._ 6 P tl P / onve p d ... .. 6 ILL BE AS SHOWN ` NOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY SEE ISLAND MIA AI-BC DETAIL _ a Phase 2 Final Understory Plant Schedule (TYP') CODE QTY, COMMON/BOTANICAL NAME SIZE SPACING O,C S ® l • SECONDARY MONUMENT DETAIL (QTY 1 TOTAL _._.._" ACID 4 Compact Oo ootl / Conn. sereea Allema 's Co pact 5 CONT 5 0' 0.0. 1 / MIS 4 mIs.nrd1P Flame Gross Mscanthus snenss CPU -- .. LOS IN BI H BI t 6 / S h M1yq m stop Mnn blue A' i ICD 9 C D H Ucall' G _ l L/11111q _ V �' 4 " veh 1 CONT IB Q � C. o � PHA.4� 'b _ tens 1 OONT 45" 0 x1 coNT 19 oc BA) 7 BJ o Mq / H u a M1 coNT is oc. MAMBO% DErAa On z TOTAL _ LBS B Blue Heaven Bluestein Grass Scn za F arum Mnn blue A' i CONT. 18" O.C. �"' I A" ` �I / T c um sc ASD 16 A Pr <ot SPO 6 pr mt Spa Prkmleis e D aOr.. se ed H Gross c/ 5 poA r obolus SM1PeOfdemlelse ps i CONt 18' 0.Q rrr " r � I CUL DE SAC ISLAND DETAIL Ott 1 TOTAL) • MIS 10 M sconthus Flome Grass / Misconthus snenss Purpurase , -1 f I :T f _ - - -- -- 0' 100' 200' 300' ens• a1 eorvr. 4a" o.c. 1 - 1 1 I yL i 1 J � ... � POD 12 Pancum oewey Blue S`x tcn Gross / pan cum Cmomm Oewe Blue 1 CONL 36" QC. USS 23 Blue Heaven BNestem Gross/ Sch'zacn S bi L----- _- - - -_ -I Num scoparum Mlnn2lue A' q1 CONT. 18" O.C. I ,�� / r• � I t 000]5280I4{Fp'L.Crvj NOTE- QUANTITES LISTED PLAN SUPERSEDE LIST ODETAILI PL IN THE EVENT OF A DISCREPANCY. QUANTITIES LISTED ARE SUMS FOR ALL DETAIL PLANTING BE05 IN PHASE i UNLESS NOTED OTHERWISE q,,��„,� RI���'/� I� O4m 0I/3OgS BBeen 2 OF 2 'Pre- 'elWwmlf•nlmtlrc. •Y•N mUb tls N•• PRwtlN -a mwac ml Pe•Yte •.y. -.ed fOC Raga m* lam m�ml • tlW111emtl Nl6CA]e t —_.. N( ® ®• �'"�' _ °`" Lennar MN Final Landscape Plan & °O16 . 16385 36th Avenue NONy Strip 6W Details -Phase 2 I VYastvuood ww.w =lwwgammma I w� ou3onB ,rr ue 26=1 - -- I - - x.®a onww e.fms PI}rmouH4 MN 55446 r , , . . KNOW ALL PERSONS RYT'HESE PRESENTS: Und US Hodde Ce,andidC a Ddle em C ephildo.....0 oClhe Nllvnin5 dnedbed property fiwated In the Slae ofNlinnm'um, Ceunry oCllamiopih m mail Ootlot D, RAVNIA The RI -dionod peo,- bong ddcn'bvd ns that pan of the South Knifed the Honbenn Quarter of SMlon lQ Township 119. HanSe23, Hennepin Conn, Moncmve Itmecnumd theeeme m he uurveyed mad plattetl ¢s R ^.VIN412VD hpDITION antl does hmuby dedirato m the public ferpubl'm we forever Wepublin rvays nod the eumnenN fat drvimSe and ntllhy pomnres as shown ontM1ls plan In rvimcss•vhueoCanid U.S. HOmu Ceryoratlenn Dclnvam COtporanort hrtswu¢d Nese ptecents le besSnvd byltspmpevolFCerlhia &y of .2oli. U.S. Home CoRomtio0. a Delaware Corporation Ion Aune, Divimon Vim President STATE OF MINNESOTA. COUNTY OF HENNEPIN The admEd ng inslmmmP wa, a,kie, Ended heron me Na doy of Notary Punted Lure Lee., Poblm, Hoe In Cevnhy MimesDta 3115, b; At. Ann,. DI. biov VlcrP .... deot oCU.S Eome C.,moot y o Dele.oa Curyofetioq on behalCeCdtecorpefolion. My Ce ...... on bmitw: SURVEYORS CERTIFICATE Mandy Pembo dl by Nh Ih pll ':pP tlby d yl P 'IM linndtlyLemsed lnvd5trveyonvlhh CM 1-1h 11i.I rtoc p l [hb d - )'hull matharna —ldate and lbL h'dcaenamdmlhe pNp that all mentnenb depeW on the pint kayo been. — ll be cmmely net .'llfaono Eedr. be, all nertwutdniss.nd oed reld an doCned by Mmeai S' esmeho,5ti.OlSed_ 3. ns of lhu dew[ dal ecn'Cwlu one h delon andl'Ialed otitisPinr and all panic Utysare Allen and labeled on In, 'He UamdNrs davof 2015- Dnvld R. Pltener , Licensed Lead Surveyor Minnemtn Liewse No 40344 STATE OF MINNESOTA, COONIY OF IHydo SPIN TIny m5domenE w km.ledB+dlonfre Me To, . day p( 2QU2h'Xi1d BLT °tttf._.. My Cbmniaion Homry Premed Name Nola, table, Hame,em Comty, Min u+aa CORCORAN, MINNESOTA on, pint oFEAVINIA 2ND ADDITION le, allpened ad moypold b'the Cy Cou 'I mfC.m.ppm Munntom, 11 . 111mon, tt6 held the do> d 201•. IC ppl bl b is nvd rteo amender ws eCthe C.ommtsr aver o[hmspon......I the CDtvry H,gbmnpl y r It,. bete recad.d by the CTy.,,hep .... bed ]O any per od bu alfod edat IeNlih afstcb wmmps and reoonmdndufos s pros ded by tH bvcmm Statutes Scene, 505.05. Sabdlrsod2 Mayor RESIDENT AND UAL ESTATE SERVICES, HEN'NEPLY COUNTY, MINNESOTA .. _.. IF— b,emlF Ran .a.p,Iblein—end pdead Ymm haw beenpoid Corlanddrsoribedon NispintDdmUhk dnyoC 2015. Mark V. Chapin Hennepin Cvunq Auditor rap Deputy SURVEY DIVISION HENNEPIN COUNTY, MINNESOTA Playmate m Mineemla 5mmles S.U.. dOB 565 (1969). this plal has bete a,neved Ims Fe, of .2015 Como F. Mavis, Henngdn Cone, Snn'nyor pl. REGISTR AR OF TITLES HENNEPIN COUNTY, MINNESO EA Ibwe6lcped, lhvl the oiNiv hel of RAVINIA 2ND ADDI LION vans filed inlhtoficeanu dayoC .015, n1_ dollod_bl. Matti, NeCvemlek, RoothaC of Titles COUNTY RECORDER HENNEPIN COUNTY. MINNPSOIN I homy cotllC., the the ••hhin plel or RAA9NIA 2ND ADDITION UmarwNedet Ibis WId, this de,of 2115, a1_oblmk_ M. Murcia VeCbrmlct County R."od" SATHRE- BERGQUIST, INC. is Z) ,`S A f\ 1 \Vr�V 1_ -I- -,F\' V VL. 1V. /V TAG TABLE TAG $ LENGTH DELTA RADIUS BEARING/ CHORD BEARING CHORD DISTANCE'. 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M1 dIsming,10 1 Itll d'- palm ridd of ler r - indonr loll in, eml- anal-6ekide,irld, 11 sballeoil pUt. Ravinia 2nd Addition Plymouth, Minnesota Project# 5401- 664 -200 Date February 24, 2015 Prepared for: Lermar of Minnesota Prepared by: Sathre- Bergquist, Inc. 16305 36th Ave N, Suite 600 150 Broadway Ave. S. Plymouth, MN 55446 Wayzata, NIN 55391 Contact: Contact: David Pemberton tel: tel: 952- 476 -6000 BLOCK I GROSS AREA WETLAND AREA NET AREA WIDTH (� SETBACK Lot 1 14,187 s.f 0.33 acres 3,497 s.f. 10,690 s.f. 0.25 acres 122.7 +/- Lf. Lot 11,686 s.f 0.27 acres 0 s.f 11,686 s.f. 0.27 acres 71.5 +/- Lf. Lot 13,870 s.f. 0.32 acres 168 SL 13,702 s.f 0.31 acres 90.1 +/- Lf Lot 10,350 s.f. 0.24 acres 1,303 s.f 9,047 s.f. 0.21 acres 66.4 +/- If Lot 5 9,036 s.f. 0.21 acres I s.f. 9,034 s.f. 0.21 acres 67.3 +/- 1.f. Lot 10,025 s.f. 0.23 acres 0 s.f. 10,025 s.f. 0.23 acres 69.5 +/- If Lot 7 13,806 s.f. 0.32 acres 0 s.f. 13,806 s.f. 0.32 acres 69.5 +/- 1.f. Lot 21,680 s.f. 0.50 acres 0 s.f. 21,680 s.f. 0.50 acres 69.3 +/- 1. f. Lot 16,392 s.f. 0.38 acres 0 s.f. 16,392 s.f. 0.38 acres 69.3 +1- 1. f. Lot 10 13,353 s.f. 0.31 acres 0 s.f. 13,353 s.f 0.31 acres 83.4 +/- Lf Total 134,384 S.f. 3.09 acres 4,969 s.f. 129,415 s.f. 2.97 acres BLOCK 2 GROSS AREA WETLAND AREA NET AREA WIDTH ea SETBACK Lot 1 12,485 s.f. 0.29 acres 0 s.f. 12,485 s.f. 0.29 acres 102.8 +/- 1.f. Lot 9,099 s.f. 0.21 acres 0 s.f 9,099 s.f. 0.21 acres 85.1 +/- Lf. Lot 3 9,210 s.f. 0.21 acres 0 S.f. 9,210 s.f 0.21 acres 79.2 +/_ If Lot 9,134 s.f 0.21 acres 0 s.f. 9,134 s.f. 0.21 acres 78.4 +/- 1.£. Lot 5 8,988 s.f. 0.21 acres 0 s.f. 8,988 s.f. 0.21 acres 81.6 +/- Lf. Lot 6 11,590 s.f. 0.27 acres 0 s.f. 11,590 s.f. 0.27 acres 84.9 ±t- 1.f. Lot 10,314 s.f. 0.24 acres 0 s.f. 10,314 s.f. 0.24 acres 112.4 +/- Lf. Lot 8 9,581 s.f. 0.22 acres 0 s.f. 9,581 s.f. 0.22 acres 91.7 +/- Lf. Lot 9 9,803 s.f. 0.23 acres 0 s.f. 9,803 s.f 0.23 acres 104,1 1 f Total 90,204 s.f. 2.07 acres 0 s.f 90,204 s.f. 2.07 acres BLOCK 3 GROSS AREA WETLAND AREA NET AREA WIDTH Ca SETBACK Lot 1 10,364 s.f 0.24 acres 575 s.f 9,789 s.f 0.22 acres 87 t/- Lf Lot 11,026 s.f. 0.25 acres 455 s.f 10,571 s.f 0.24 acres 92.6 +/- 1.L Lot 10,517 s.f. 0.24 acres 646 s.f 9,872 s.f 0.23 acres 70 +/- 11 Lot 9,846 s.f. 0.23 acres 429 s.f. 9,417 s.f. 0.22 acres 70 +i- Lf. Lots 9,991 s.f. 0.23 acres 46 s.f 9,945 s.f 0.23 acres 69.8 +/- 1.f. Lot 6 10,480 s.f. 0.24 acres 0 s.f. 10,480 sL 0.24 acres 69.2 +/- Lf Total 62,225 s.f. 1.43 acres 2,151 S.f. 60,074 s.f. 1.38 acres BLOCK 4 GROSS AREA WETLAND AREA NET AREA WIDTH n, SETBACK Lot 1 20,735 s.f. 0.48 acres 0 s.f 20,735 s.f 0.48 acres 102.3 +/- Lf. Lot t 13,065 s.f. 0.30 acres 0 s.f. 13,065 s.f. 0.30 acres 69.3 +/- If Lot 12,967 s.f. 0.30 acres 0 s.f. 12,967 s.f. 0.30 acres 80.7 +/- Lf. Lot 4 10,008 S.f. 0.23 acres 0 s.f. 10,008 s.f 0.23 acres 70 +;- Lf. Lot 5 8,942 s.f 0.21 acres 0 s.f. 8,942 s.f. 0.21 acres 67 +/- 1. f. Lot 8,368 s.f 0.19 acres 0 s.f 8,368 s.f 0.19 acres 67 +!- I.f. Lot 7 8,553 s.f. 0.20 acres 0 s.f. 8,553 s.f. 0.20 acres 67 +/- Lt. Lot 8 8,839 s.f 0.20 acres 0 s.f. 8,839 s.f. 0.20 acres 67 +i_ If Lot 11,768 s.f. 0.27 acres 0 SL. 11,768 s.t 0.27 acres 73.7 +/- 1. f. Lot 10 11,651 s.L 0.27 acres 0 s.f. 11,651 sL 0.27 acres 78.1 Total 114,896 s.f. 2.64 acres 0 S.f. 114,896 s.f 2.64 acres BLOCK 5 GROSS AREA WETLAND AREA NET AREA WIDTH C� SETBACK Lot 1 10,647 s.f. 0.24 acres 0 s.f 10,647 s.f. 0.24 acres 86.9 +/- l.f. Total 10,647 s.f. 0.24 acres 0 s.f 10,647 s.f 0.24 acres OUTLOT GROSS AREA WETLAND AREA NET AREA A 1,623,703 s.f 37.28 acres 286,330 s.f. 1,337,373 s.f. 30.70 acres B 549,287 s.f. 12.61 acres 138,996 s.f. 410,291 s.f. 9.42 acres Total 2,194,284 s.f. 50.37 acres 425,326 s.f. 1,768,958 s.f. 40.61 acres R/W GROSS AREA WETLAND AREA NET AREA 83,589 s.f. 1.92 acres 0 s.f. 83,589 s.f. 1.92 acres TOTAL GROSS AREA WETLAND AREA NET AREA 2,690,228 s.f. 61.76 acres 432,446 s.f 2,257,782 s.f. 51.83 acres L A N From Site to Finish Agenda Item 6.b • D F 0 R M 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 TO: Corcoran Planning Commission FROM: Kendra Lindahl, Landform DATE: March 23, 2015 for the April 2, 2015 Planning Commission Meeting & 0 Tel: 612- 252 -9070 Fax: 612 - 252 -9077 www.landform.net RE: PUBLIC HEARING. Site Plan Amendment and Variance for the Public Works facility at 9100 County Road 19 (PID 18- 119 -23 -13 -0001) (city file 15 -006) 1. Application Request The City requesting approval of an after - the -fact site plan amendment and variance to approve the Public Works facility as constructed. It is staff's understanding that the subcommittee approved all of the changes; however, the zoning process does require City Council approval of the changes. This action would formally approve the changes already made and no additional site improvements are planned at this time. 2. Context Background On September 27, 2012, the City Council approved the preliminary plat, final plat and rezoning to Public Institutional (P -1). On February 13, 2013, the City Council approved the site plan for the project. Zoning and Land Use The subject property is guided Rural /Ag Residential on the 2030 Future Land Use Plan and zoned Public- Institutional. The properties to the south, east and west are guided Rural /Ag and zoned Rural Residential. The property to the north is guided Rural Service /Commercial and is zoned Transitional Rural Commission. Natural Characteristics of the Site The 2030 Comprehensive Plan shows wetland areas scattered throughout the property and Rush Creek runs through the property and portions of the property are located in the Shoreland Overlay District. No impact to those areas is proposed. 3. Analysis of Request Staff has reviewed the application for consistency with Comprehensive Plan, Zoning Ordinance, Subdivision Ordinance and City Code requirements, as well as City policies. Landfonn , SensiblyGreen and Site to Finish® are registered service marks of Landform Professional Services, LLC. • A. Level of City Discretion in Decision - Making 0 The City's discretion in approving or denying a site plan amendment is limited to whether or not the proposed request meets the standards outlined in the City Code. If it meets these standards, the City must approve the site plan. The City has a higher level of discretion in approving or denying a variance. The burden of proof is on the applicant to show that they comply with the variance standards. If it meets these standards, the City may approve the variance. B. Consistency with Ordinance Standards Site Plan The original approvals were for a 27,395- square foot public works facility with associated outside storage. A number of changes were made during the construction process, specifically: 1. The building grew 2,304 square feet and the cold storage by 1,056 square feet with a 24 -foot extension on the south to both the building and the cold storage building. 2. A future road was added as a gravel drive north of the building. (Requires a variance) 3. The landscaping on the east, which was intended to screen the storage area from the future ball fields was installed on the property line (at a lower elevation) rather than at the edge of the storage area. 4. The fence on the east side of the storage area was shifted east approximately 60 feet to the edge of the property line rather than the edge of the defined storage area. 5. The southern fence for the storage area was shifted south 78 feet. 6. The new expanded storage area is gravel rather than asphalt like the original storage area. (Requires a variance) 7. The fence surrounding the storage area was reduced from the approved 8 -foot height to 6 feet. 8. Storage bins were constructed adjacent to the storage area. 9. The location of the fuel island within the storage yard was modified slightly but in the same vicinity. 10. The salt /sand shed location was shifted south within the storage area 11. A second storage shed was added near the storage. Future Weather Station The City has been talking with Hennepin County about the possibility of installing a weather tower in the public works yard. The modified site plan shows a general location for this tower. At this time we do not have an application but the County had indicated that it would be a 30 -foot high tower. The Police Department is supportive of the tower because of the information gathered in support of the emergency management system. This tower is not proposed as part of this application and would be processed separately at a later date. Public Works Facility Site Plan Amendment and Variance (City File 15 -006) April 2, 2015 0 Landscaping • 0 Section 1060.070 of the Zoning Ordinance provides standards for landscaping. The landscaping required for this project has generally been installed as required by the original approvals, but does not address the expansions. Staff recommends that additional landscaping be installed on the west side of the storage yard as shown on the plans to provide screening from County Road 19. Staff also recommends that the landscape plan on the east side be extended south to screen from the future public park. Section 1060.010 of the Zoning Ordinance requires "All exterior storage ... be screened so as not to be visible from adjoining properties and public streets..." As part of the original approvals, the City did not require screening on the south side of the storage area because future expansion was planned. Because that expansion took place and there is no room to expand to the south without impacting the stormwater pond and wetlands, staff recommends that the City install the required landscaping on the south side of the storage yard at this time. Wetlands The wetland delineation was approved by Elm Creek Watershed Management Commission. No impacts to the wetlands are proposed. This is a medium quality wetland and Section 1050.010 of the zoning ordinance requires an average wetland buffer of 25 feet (10 -foot min /20 -foot max.) and a structure setback of 15 feet from the buffer or a parking setback of 5 feet from the buffer. These buffers are required to be installed when the property is platted. Wetland buffer monuments are typically required to be installed prior to issuance of building permit. Staff is working to get them installed this spring. Additionally, the original approvals required wetland buffer plantings be installed in compliance with Zoning Ordinance Section 1050.010, Subd.8.0 Parts 1 -11 ". Staff will be working to complete these plantings this spring. Variance The constructed plan is not in compliance with ordinance requirements regarding paved access and storage areas. The construction of a gravel storage area on the south end of the yard and a gravel access drive on the north would have required a variance in 2013 when the original approvals were granted. The City is now being asked to consider an after - the -fact variance. The gravel drive to the north is in an area where the City discussed a potential future extension east to the future city park. As part of the 2013 approvals, the City Council noted that this drive should be extended around the drive if it was financially feasible. However, the alternative was for a paved drive, not the gravel drive constructed. Gravel storage lots are allowed only in the CR zoning district, subject to certain standards, and are prohibited in all other districts. Outside storage in all other districts is required to be on an improved surface of asphalt or concrete. Public Works Facility Site Plan Amendment and Variance (City File 15 -006) April 2, 2015 0 • If the Council finds that the gravel storage lot and gravel driveway on the north meet the following variance standards, they should grant the variances: 1. That there are practical difficulties in complying with the Zoning Ordinance. 2. That the conditions upon which a petition for a variation is based are unique to the parcel of land for which the variance is sought and were not created by the landowner. 3. That the granting of the variation will not alter the essential character of the locality. 4. The proposed variance would be in harmony with the general purposes and intent of the Ordinance. 5. The variance is consistent with the Comprehensive Plan. The City may impose conditions on the variance to address the impact of the variance. It is staff's understanding that the public works subcommittee did evaluate these modifications and recommended approval during the project construction. The action now is bringing the site into compliance either by investing public dollars to pave these two areas or by granting the variances. Staff has prepared a staff report with language to approve these variances, but the City Council could modify the draft resolution to require pavement rather than granting the variances. 4. Conclusions Staff finds that the standards for site plan approval have been met or can be addressed with the changes discussed in the staff report. We have included conditions in the draft resolution to address these issues. 5. Recommendation Move to adopt the resolution approving the after - the -fact site plan amendment and variance for the new public works facility. Attachments 1. Resolution approving Site Plan Amendment and Variance 2. Site Aerial Location Map 3. Approved site plan 4. Modified Site Plan Public Works Facility Site Plan Amendment and Variance (City File 15 -006) April 2, 2015 City of Corcoran April xx, 2015 County of Hennepin State of Minnesota RESOLUTION NO. 2015-_ Motion By: Seconded By: APPROVAL OF A SITE PLAN AMENDMENT AND VARIANCE FOR THE CORCORAN PUBLIC WORKS FACILITY AT 9100 COUNTY ROAD 19 (PID 18- 119 -23 -13 -0001) WHEREAS, the City of Corcoran modified the approved site plan as part of the construction process; WHEREAS, the City of Corcoran is now requesting approval of a site plan amendment and variance for the constructed public works facility and associated site improvements on property legally described as follows: Lot I, Block 1, Roehlke Addition, Hennepin County, Minnesota WHEREAS, the Planning Commission has reviewed the site plan at a duly called public hearing and recommends approval, and; NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that it should and hereby does approve the request for a site plan amendment and variance, subject to the following findings and conditions: 1. A site plan amendment to approve the expanded public works building and associated site improvements, in accordance with the plans received by the City on March 12, 2015, except as amended by this resolution. 2. A variance to allow a gravel driveway on the north side of the parcel is approved based on the finding that the variance standards have been met. Specifically: a. That there are practical difficulties in complying with the Zoning Ordinance. This drive is intended to provide a temporary access into the public works facility until a permanent road is built into the future public park to the east. b. That the conditions upon which a petition for a variation is based are unique to the parcel of land for which the variance is sought and were not created by the landowner. The need for the variance is due to the unique characteristics of this public works site. c. That the granting of the variation will not alter the essential character of the locality. d. The proposed variance would be in harmony with the general purposes and intent of the Ordinance, which allows public works facilities in this P -1 zoning district. e. The variance is consistent with the Comprehensive Plan, which anticipated a new public works facility in the City. 3. A variance to allow a gravel area for outside storage is allow on the south side of the yard is approved based on the finding that the variance standards have been met. Specifically: Page 1 of 3 City of Corcoran April xx, 2015 County of Hennepin State of Minnesota RESOLUTION NO. 2015 - a. That there are practical difficulties in complying with the Zoning Ordinance because of the nature of a public works facility and the equipment and materials on stored on site which could damage an asphalt or concrete surface. b. That the conditions upon which a petition for a variation is based are unique to the parcel of land for which the variance is sought and were not created by the landowner. The conditions are unique to a public works facility. c. That the granting of the variation will not alter the essential character of the locality. The gravel storage area will be fully screened by landscaping. d. The proposed variance would be in harmony with the general purposes and intent of the Ordinance, which allows public works facilities. e. The variance is consistent with the Comprehensive Plan, which anticipated a new public works facility in the City. 4. Wetland and Shoreland buffer monument signs must be installed according to plan. 5. Wetland and Shoreland buffer seeding shall be installed. Details shall be provided to the City Planner for review and approval prior to beginning work in this area. 6. A revised landscape plan must be prepared for review and approval by the City Planner and landscaping must be installed in accordance with the approved plans. The landscape plan shall screen the outside storage areas by providing trees on the east, south and west sides of the storage area. 7. This approval neither grants nor implies approval of a future Hennepin County Weather Tower. An application for review and approval of a tower must be submitted for review and approval by the City prior to installation. 8. Approval shall expire within one year of the date of approval unless the applicant commences the authorized use. VOTING AYE ❑ Guenthner, Ken ❑ Hank, Pat ❑ Keefe, Mike ❑ LaFave, Tonya ❑ Thomas, Ron Page 2 of 3 VOTING NAY ❑ Guenthner, Ken ❑ Hank, Pat ❑ Keefe, Mike ❑ LaFave, Tonya ❑ Thomas, Ron City of Corcoran County of Hennepin State of Minnesota RESOLUTION NO. 2015- April xx, 2015 Whereupon, said Resolution is hereby declared adopted on this xx day of April 2015. ATTEST: Jeanie Heinecke — Clerk Kenneth Guenthner - Mayor Page 3 of 3 City Seal GENEAALNOTES: -ALL CUBA DIMENSIONS APTO FAMEOF CWS All 3IDMACK I)LANNSGAFF AREAS ARE 0IMMIDNE010 BACK OF M. - ALI DIMENSIONS MESHO'NN FROM FACE OF DOW HUNDRED -MMF WAIN AILING FLOW PUNS - SEECNNPW FUVATIM PAMNGN AA UD IK - PMADENEWSODATMEASNORD. All ODERWWSTO BEI6AIWW AND SEEDED. SEECMLFORAWI,MHLLINFOWMBON SEELWd MSCPLOJ OREEMDSWA KS ED CONCRETE CUARAND WITER - SEE CNIt FEW CUM SPOON! GEMIN01ESAND MAW Gj ASPHALT WAE LIVE M DRAW LOT SEE CPA MR PANNG DDNLS Do CLASS VFARGO OF OFFSHORE Age - GBEWNN W PAM OF BER4EENSTORES ANDO TONS -WE ME FLAN ON OWED COUNTERS- $RA9(]IIECIUNl FLOOR EMS AND STRUCTURAL FOUNOARON PANS FOR APRONS MOSCOW �s ROCK MULCH BY IFAWO UNDEMPE ALIC. DECADE HEAVY DUTYKETAL M LNG ARE LU'.11ED ARA WODED MR SEE SFECOWARONS FOR FAA MULCH INFORMATION. © PROADESWATARREMWIN. MNCRLMFIPANSWRMMPAD- VERNYSUfWTMUIDIY pN PARMHGOFN INCWDMAMSRAW WVMN5IEMIRNNG (]9 AWCUABMWIIH CAST110NIPo ,WCAREDOOMf PAVWS 10 wWHCAPPWWNGPACE EIGNAGE II Ytl1ALLCMNLNKFFNCE NDN WWUMLYWENRILOSLONGGARE . MVNENiO HLMOELOGCNGSFCIIWYAT MiE. IA EDGEOMPHNTPAWIG WKFACECONCHIEBLMUMMERENCLOSUK MCBA UMUCESNWGINGUTES. PMUDEWAGU IARW CHIN INK FENCE MR SCREENING PURPOSES N UNN MUM STORAGE TANK- SEE CMLNN MEUWNCAE FOR ADWNNAL N AIMN IS WELLHEAD. MAYON& SEECNEPCRPRMCEWHNECRWTONALOING IA IWIGAIIONCONDUR, PR( MFECONDWASPAATOFCONSMWIVJNCW R4CI.O WRIOPMIUMAI MNOESGII ANO NSiALIATmH. VEMFIlOCA1NNOLCONWRMWIIHARCwTECI ANOMNEN. PAWUEAWI®UIIrsLLNE WOB�NL RAM NIS FROM MUCH PACE NGREEN SPACE MOUND THE EWE FAULTY VEPofYLOCAlIONWSNB OWOF MLONGONME ICALNIDBECMPo KEY I COMMON NAME OTY. ROOT SIZE NOTES I ES S 2A WAY SPRUCE 2 B.B. A WAYSPRICF Z O � WHITE NkNNE 1 B.B. f 11.1 CCU m USSTOBUS Z UCE. FAT ALBERT MNk 6 B.B. R O u NN GENS'FATAUCCE O Y Z OIUDOSPRUCE 12 B . B 3 FAWN6LNE ° u S 1B PLE. AUDI MDIWBE T B.B. IV M RUBWM'MBUMN N➢IANCF RO RED CAN Z B.B. 2Y OUMMUSMIBM 4 PR ROBNM9 PURPLE -ROBE ' 2 BB 2S' ROBINN PSEUDOCACM YURPIE ROOF FPR EUDNYMUS.PNVRIEMDWICE 2 B.B. 2S FEE MEN EUONYMUS BUNGEAMA VERONA' SHRUBS YEW JAPANFSEL'PRIGMYEW b CONT. i2M. - TMUCCIRPIMiA'CAPBAP OWIH DOGWOOD. WRY HALO 32 CONT. B2MV. CORNUS ALGA SARIA -0 VC VBURNJM. CHIWRA 3 CONF. 12MR VIBI WJMSAMEOLtWCON GENERAL NOTES SEE ALL AREAS DISTURBED BY CONSTRUCTION NOT SHOWN TO BE COVERED BY SW. SEED MN INDICATED ON CTRL PUNS, VERIFY WITH CANNER. -VERIFY LOCAMWN OF ALL FLAUNTING WITH ADCHIIEGT AND OWNER PRIOR TO PLACEMENT -WOOD MULCH AROUND ALL NEW TREES - CONTRACTOR SHALL ENSURE N• - S' MINIMUM OF TOP SORE IN ALL ARMS OF PROPOSED LANDSCAPING. - PROVIDE STEEL EDGING WHERE NOTED ON PLAN. SEEDING OF W£RANO BUFFER PAEAN SHOULD BE PREMED AS PRESCRIBED IN THE Cltt OF CORCORAN ZONING WDE. SECTOR I OSCAR GA. C PMTS W1. - FMGATIDN SHALL BE PROVIDED BY OWNER AT ALL SODDED AREAS ADJACENT TO THE BUILDING OFF MECHANNIALAND ELECTRICAL FORMER OUTS PROMISE BUILDING. PRONDE CONDUIT AS NECESSARY UNDER PAVEMENTS AND SIDEWALKS TO GET TO EACH GREEN ARM SURROUNDING THE BULDING. Site Plan Approves 0 �L} rOr. Q _ O•. _ Sw I M� MWA SITE PLAN * 1•=zn O v i i I II II I II I I I —F I I 0 a w G�` Fj a= W e e SITE PLAN �A0.1 I _ H _ Z d v Z O � V W N 1 11.1 CCU m y G Z Q r O u O Y Z U K 3 O ° u o v d v 4 e e SITE PLAN �A0.1 WE PLAN NOTES NOTES: 3ll@MEN9GNSSHGLYN IAf WAAEfEYB1�pILY. Sh SFF PMFOR SUGIWCMN F[l[S,PAA0 F WAA 416IX9hB015. SEECMlPLWSEGAGIRGRWIN6 ,NEIWS, PANWAlIIIXINLS. - hXICIENANXG0. "➢tlPAEF0AM611NCISAI9 WBIICMJPJ5V8, IpB . 9M91. ®VENLIEMR:61Pot$NpWN. 1 , , , III 6 77 o , , , �I Plan over A a ice u Q _- a 0 0 z "s W `¢ iea Z o N 1 w W m Z Q r o V V LL O Y z V F O O 3 } u o V d � 5 G sit � �J=�M a o WHOLE SITE REFERENCE ONLY �A0.0 SITE MA NRS GENERAL NOTE& - XS.CBBaeAiASWEm FME Ec COa w. sEewuANmlNrswE Aa.ASA�E MMNXBmro Ma6cuPa -Beals DXDnsxsWX sgWN IFb1X FACF a fmXa FA W ES -XEREY Wm BDnXN flea HAAS - 5 [ECMLPoX[IkVAMgPAN1611X08MNYYAMX -WTII IfW�ATMUS AOIW ALLMLLSNRASm NPPSIaWMns®L. P[EULWAMBIRBWIIXPoNWnCN. SFEULl�AwBDI@AE WXllff ALBa.B1114 DBXRIEaWMOBIDBI- SFECYI TCADWBSfCTaI aTALM1IFSMAFlBYA1Y16 pi A@IYLTIXhELNEORPNaNG W'. �CMLFOBPAVNGCETIES pX CIA3VPAW16 pi CBL4IEPAWIS- SIXWNKpIPANN651RP81' MFXSIOOPGA 'iWAAPWNS- 6FEXIEPJNfOABB�C CpBBDltS- SHAXCHIWIBUL HOBX P WS ALGINCIBWLWBIMipX HN6WRMn6N415NBW ® RBDtMUNMIIFAW WBBNaCVEfMXC. nWLFIFAWWIYMHAlWaS pHXIDGtLATASBCLNE0. WSF [CIIC1na5TCAWD(XnA1NIXQ�XAWX. © PnWIESWATNKSSMIM. ?) CBIIFEIE1RWS faNB1PM- VEAHYSaM11XIIMY ❑e PNgGSTPNW- W}IBPm AMSNAB]IBDVMNSIfSIABINS ® A BANNB [NmIXCA5IPo11BWNGN81W1EPAVFRS ® XANC&' MPNtlW16XPALF9BWF ❑n] BOTNLCHW WN WEENmIMVMNLYBMIAROXLNG6AlE . OAHBIrofWMELBpBNStRnIYATGIIE m LPr.6ABPniMNNS n fl �fMEWN[ MEPAaY, WMPb1BIENCl0.4PFpmIMWNNIXFFtiESANtlN6G16. WNAEOPVRY9A15M awl Inc Ta¢ Ww saae4XC PwwDms II UNOfRBA. A® SIBIY£ TNU (- SHpnXOY[GIWGLFQINgIgY11EtlMAM1 ® YmLIF/D. WBLBY0DL6 SBUXFCASEN1UGa1WmXm NXaS m (nBA1NV D]Llf. iXTmfWWnMPA9i6E016' 111 /;111YaA1RWR OBI�NPPBAOEI�1R1Y061B1 WD IOTAWLX YBEt'WGipNOFCOVBIfISX'IfN AAdIFWfNOMIEI. apmfntBlWlfNaYEUNB01N1 PANA&mWBI6�lUlDFWGnFX�AfE A9BJX0➢E GIBE f!CAIB. KBflICG1Tn1USnBBBBF BBDXSUMFGWNCLLNDBECBIIGN. I ow eeruml Be }� y I I I III '1 .........._ -- " - -- NEY I COMMON NAME I MY. ROOT I SIZE NOTES coNIFEAOUS I H NS NDInA'SPWCE 1 NOWAYSPRXE R B.B. B WP =Pnf WNGSI�IIS 4 B.B. X FAS IGPGU FATAUBH wuwlr,BanTAXBmr 6 B.B. X cs caauWSVRUa XffAwwaa Pz BR e - DECIDUOUS 1s MNw NMIE.AONMN RMMACE MAT B.RUI'WIIIIAM RL OF t B.B. L4 NO aONI DaRCAR BUBPA F BB. w w RONNAPIIFBIEROBP ImBI& FGED W LACW flI WNF R W f 2 sa a FPR WDIMAOG.PMIPoEmWLWCE WOXYXDS FNlG[AW AFAaU' 2 Ba L4 aI(WI SHRUBS rwY AAPWESf LAreMwmv TAATRCIn.TACAPXAP x cm. no. ow Wi`ALC♦f. LAINIWD WPNUSAIBAOUMA 92 Calf. 12m W YTBUXNIn,CXXWDA NmW S0.M6F1111LGHgMfA' 3 CONE. VlW. GENERAL NOTES 3E a AREAS DISTURBED BY CONGRUCOON NOT SHORN TO RE CMnED BY GOD, SEW MIX INDICATED ON CML PUNS. Wn"WITH LINER -VEAF1' WGTAIN OF ALL PLOOING MWIFTFCT AND MEN MOOR TO PIACEMENT - GBNFBMUCHPADL ENALLPEW1aE5 - LUNIAM,'fOR BBll. BINME 4• - T MMIMLM OF tt1P SOIL IN ALL PAFPS OF PAOP[QD UBDSCAPING. MULE GIEFL EDIAX BUREN NOIW ON F1AN. S MT aWE11AELBUFWfl ARFAMMATBEPFOWDW A4 PA6CRIBW IN THE ENI Ca1COPAN ZONING CODE. MD ELTON IDEODIO.B.CPPAIS 1-11. Wilm - NtlGAIIDXSHULBE PAUIDW BYDWNEB ATALL SODWB ARFAGADBCEMIDIIIE&IILDWG. SEE MECXM'MALAHD EUCIRIGL FORSNBOIITGHXIAIEIf BBIWAL. PPDVmECONanASNECFS SARI'IXlUR PANEMEMSAND BDEWAl16NPETl11 FACN6F £ENAAFAGIIRRWXaNG1ME BUIWIN6. dNn 9 C4s6 v $TGRGGE LGi $FORAGE BW6 Revised: Received 20-11 ��NWal r I I I H� a R U CEDyE �6 W Ou V LL f LIE. 0 3 O u O — NHG�G noY� �FFO {ICJ N,fl ¢f �Y SITE PLAN �A0.1 F- 0 3 W CE. z 0 Nn> c p 4 a in Ou V LL f LIE. 0 3 O u O — NHG�G noY� �FFO {ICJ N,fl ¢f �Y SITE PLAN �A0.1 MEMORANDUM PATE.. ............... O T .............. .C......0 ........ FRO ............... M RE March 16, 2015 ................. ............................... Brad Martens Agenda Item i • i • L A N D F O R M From Site to Finish • 105 South Fifth Street, Suite 513 Minneapolis, MN 55401 Council. Plannina Commission. Parks & Trails Commission Kendra Lindahl, City Planner ........................................................................................ ............................... Active Corcoran Planninq Applications The following is a summary of project status for current, active projects: • Tel: 612 - 252 -9070 Fax: 612 - 252 -9077 www.landform.net Ravinia 2nd Addition Final Plat and Final PUD Plan (City file 15 -003) The City has received an application for approval of the plans for phase II of the Ravinia project. The application is scheduled for Planning Commission review on April 2nd and City Council action on April 23rd. The applicant has also requested that the City Council hold a public hearing to vacate a small portion of the Gleason Road right -of -way that was erroneously left out of the legal description for the vacation last year. This is simply a clean -up issue that would vacate all of the existing Gleason Road right -of -way and Gleason Road right -of -way is dedicated with the plat. 2. Fehn Sketch Plan Review at 20901 CR 117 (PID 03- 119 -23 -13 -0001) (city file 15 -005). The applicant has submitted a concept plan for a 7 lot subdivision. The item is scheduled for City Council review at the March 26th meeting. 3. Corcoran Public Works Site Plan Amendment and Variance (city file 15 -006). The site plan amendment and variance are to grant after - the -fact approvals for changes to the approved site plan that were made in the field and generally authorized by the subcommittee. The gravel storage area that was added on the south area of the fenced yard requires a variance. The item is scheduled for a public hearing at the April 2nd Planning Commission meeting and Council action at the April 23rd meeting. Also, there are a number of projects that have been approved, but are still not filed and closed out: 1. Corcoran Business Park (City file 06 -005). The City Council granted a one year extension to the final plat approval, which expired on April 12, 2011. Staff has spoken to the applicant and is still working to close out this project. Staff has spoken to the applicant and will schedule a meeting in March when more information is available on the Loretto sewer project. Hope Ministries Conditional Use Permit for Cemetery and Vacation of Drainage & Utility Easement at 19951 Oswald Farm Road (City file 12 -002). Hope Ministries submitted a request for a conditional use permit to allow a cemetery west of the existing church. The application was approved by the City Council on March 22nd and site work had begun. The letter of credit for site improvements has been released but we are holding the escrow pending completion of the approved landscaping. The applicant has indicated that they are considering a site plan amendment application to modify the approved plans. Staff met again with Pastor Brian Lother in December to try to finalize this issue and address some other questions or concerns from him. We hope to be able to wrap this up in the near future. 3. Lano Equipment at 23580 Highway 55 Site Plan Modifications for Cold Storage Building. (31- 119 -23 -34 -0007) (13 -006). This item was approved by the City Council on JUly 11 h. The building permit has been issued, but staff has determined that the building was not being built according the Landform , SensiblyGreen and Site to Finish® are registered service marks of Landform Professional Services, LLC. 1 approved plans. The applicant submitted revised plans and the City Council approved a site plan modification at the June 121h meeting. City staff is working with them to make the corrections and complete the building and site improvements. Last week, the applicant indicated that they will not be completing the work until next spring. The City has a letter of credit in place to ensure the work is completed as approved. 4. Ess Brothers Site Plan Amendment and Conditional Use Permit Amendment for an accessory building at 9350 County Road (PID # 07- 119 -23 -43 -0004) (City File No. 13 -031) The applicant requested approval of a 5,500 square feet detached, accessory building with 20 -foot sidewalls. The City Council approved this item on January 23rd. The applicant must comply with all conditions of approval (which require landscaping improvements) and then staff will inspect before refunding any remaining escrow. Staff reached out to the applicant in December to try to close out the remaining issues but did not hear back from the landowner. 5. Lake Independence Regional Trailhead at 23475 CR 10 Rezoning, Site Plan and Variance (PID 18- 119 -23 -12 -0002) (City file 14 -010). Three Rivers Park District has submitted a request for a temporary trailhead at this location. The City Council approved the request on July 24th. Three Rivers has indicated that they did not receive any bids this summer and will rebid the project the spring for 2015 construction. 6. Fox Ridge 2nd Addition Final Plat at 9495 Trail Haven Road (PID 09- 119 -23 -41 -0011) (City File 14- 006). This final plat application for a final plat of Outlot A, Baumeister 3rd Addition was approved by the City Council on May 22 "d. The applicant will prepare mylar for signature and filing. After the documents are filed, the remaining escrow can be released. 7. Hentges Lawn Land Snow Special Home Occupation at 21310 Meadow Lane (City file 14 -012). The application was approved by the City Council on August 28th. Staff will be working to close out the file. 8. Patnode Farms Preliminary Plat and Final Plat at 22610 County Road 50 (PID 20- 119- 23 -43- 0003) (City file 14 -021). Mike Patnode has submitted a request for plat approval to create one lot for the existing home and one outlot to be sold. The Planning Commission held a public hearing on September 4, 2014 and the City Council approved it at the September 25th meeting. The mylar has been released for filing at the County. Upon installation of all required wetland and corner monuments, the City will inspect and release any remaining escrow. 9. Sawgrass Preliminary Plat, Preliminary PUD Development Plan and Rezoning for Peachtree Partners LLC on Schendel property at 20400 County Road 10 (City file 14 -027). The City received the application materials and is currently reviewing for completeness. The Parks and Trails Commission reviewed this request on November 18th and recommended acceptance of a combination of land and cash. The Planning Commission held a Public Hearing on December 4th and the City Council approved the request on December 11th 10. Proehl Preliminary Plat, Final Plat and Variance at 20630 Larkin Road (City file 14 -028). The applicant has requested approval of a variance from the minimum lot size in the UR zoning district to subdivide the existing property to create one lot for the original farmstead and a second lot for the second home on the site. The Planning Commission held a Public Hearing on December 4th and the City Council approved the request on December 11th. The applicant is working through watershed issues and then they may file the plat at Hennepin County. 11. Corcoran Pet Care Center Sign Plan at 7559 CR 116 (26- 119 -23 -11 -0016) (City file 14 -031) - The applicant has requested approval of a master sign plan as required by the sign ordinance and a variance from the sign standards for new signage on the shopping center. The signage would be updated as part of other exterior building improvements. This item was reviewed by the Planning Commission on February 5th and approved by the City Council on February 12th. The applicant will need to apply for sign permits and then staff will begin closing out the file. 12. Donald Tombers Request for Preliminary Plat and Final Plat approval for " Tombers Acres" on property at 9120 Trail Haven Road (PID 15- 119 -23 -21 -0001) (City file no. 14 -032). The City Council approved a topographic survey and wetland delineation waiver on this site in 2014. The MEMORANDUM application will create on 5 +/- acre lot for the existing farmstead and one large outlot that will continue to be farmed. This item was reviewed by the Planning Commission at a public hearing on February 5th and approved by the City Council on February 26t" 13. Vollrath Agricultural Preserve Initiation and Expiration at 22903 Strehler Road (PID 20- 119 -23- 22 -0003) (city file 14 -035). The property is already enrolled in Ag Preserve and the status expires this year. The applicant is requesting approve to reenroll and initiation expiration, which would be 8 years from the approval date. This item was approved by the City Council at the January 22nd Council meeting. 14. Vollrath Agricultural Preserve Initiation and Expiration at 8690 Bechtold Road (PID 16- 119 -23- 33 -0003 and 21- 119 -23 -22 -0001) (city file 14 -036). The property is already enrolled in Ag Preserve and the status expires this year. The applicant is requesting approve to reenroll and initiation expiration, which would be 8 years from the approval date. This item was approved by the City Council at the January 22nd Council meeting. 15. Topography and Wetland Waiver for James Comb at 6280 Willow Drive (PID 33- 119 -23 -44 -0004 and 34- 119 -23 -32 -0002) (city file 15 -002). The applicant is requesting approval of a wetland and topographic survey for the property. This item was reviewed by the City Council on February 26tH The Council approved the topographic waiver but not the wetland delineation waiver. 16. PUD Amendment for Lions Park Structure at 7205 Brockton Lane (PID 25- 119 -41 -0001) (city file 15 -004). The Corcoran Lions have submitted an application for a PUD amendment for 1,080 square foot concession stand east of the existing bleachers. The proposed addition is consistent with the PUD master plan reviewed by the City Council in 2009. The addition of the building was administratively approved. Finally, there are a few projects that have not yet been started but have been identified as action items or future projects. The City Administrator will be working with the City Council to prioritize 2015 projects: Sign Ordinance Update. At the April 25th Council meeting, the City reviewed a request for the City to initiate a sign ordinance update. Specifically, they requested that the City review the ordinance standards relating to sign area, sign height and internal illumination and, because this is a City -wide issue, that the ordinance update be completed by the City out of the City funds. The Council discussed the issue and directed staff to bring a proposal back at a later date because the Council felt that this was a significant undertaking that would involve much more than this one issue. We will work with the City Administrator to determine the appropriate meeting to have this considered. We have been approached recently by several businesses that like to upgrade their signs but are limited by the sign ordinance. 2. Design Guideline Update for Southeast District /Downtown. The Council approved a Landform proposal to update the existing design guidelines for this area. The design guidelines are adopted as part of the Zoning Ordinance and will be enforced as new development is proposed, consequently, the City Council wishes to revisit that planning effort to ensure it is still consistent with the City's goals. The City Council appointed a subcommittee, but the City Council has decided to delay kickoff as we work through some associated issues as part of some new development plans. The subcommittee has been disbanded and the Council will reconsider this project in 2015. 3. City- Initiated Park Dedication Ordinance Update (City File 14 -007). Staff was directed to bring back other potential amendments for consideration in 2015, including revisions to clarify whether or not existing homes are subject to park dedication when part of a plat, how to ensure that land dedication in the rural areas is fairly required and a review of our park dedication requirements. MEMORANDUM 7b. CITY OF CORCORAN 8200 County Road 116, Corcoran, MN 55340 763.420.2288 — Office 763.420.6056 — Fax E -mail - general(cDci.corcoran.mn.us / Web Site - www.ci.corcoran.mn.us MEMO Meeting Date: April 2, 2015 To: Planning Commission From: Brad Martens, City Administrator Re: 2015 Priorities At the February 26, 2015 City Council meeting, Planning Commission Chair Dean Jacobs provided an update to the Council on 2014 accomplishments and priorities for 2015. The priorities presented to the Council were the following: • Update the Downtown Design Guidelines • Administrative language updates • Update planning to reflect change in zoning due to the proposed Sawgrass development • Update the Sign Ordinance • Research the opportunity to establish a tree preservation ordinance • Update ordinances to incentivize sustainability measures The Council was favorable towards the update of the Downtown Design Guidelines and the update of the Sign Ordinance. Staff requests the Planning Commission decide on which priority makes the most sense to begin with. Staff will then create a work plan for Commission and Council approval. Attachment: N/A 7c. CITY OF CORCORAN 8200 County Road 116, Corcoran, MN 55340 763.420.2288 — Office 763.420.6056 — Fax E -mail - general(aki.corcoran.mn.us / Web Site - www.ci.corcoran.mmus MEMO Meeting Date: April 2, 2015 To: Planning Commission From: Brad Martens, City Administrator Re: City Council Report The Planning Commission last met on February 5, 2015. The following is a recap of some of the items discussed at City Council meetings since that time. A full recap can be found by reviewing the approved City Council minutes on the website. Due the timing of packet distribution, the events of the March 26, 2015 City Council meeting are not included. February 12, 2014 • Years of Service Recognition — Josh Hunter, 10 years o Recognized Officer Josh Hunter in appreciation for his 10 years of valuable service to citizens of Corcoran and his fellow employees. • Downtown utility and Street Improvement Project Schedule o Discussed the action steps necessary for the project. Staff to bring back an overview of the project at the March 12th meeting. • Corcoran Pet Care Center Sign Plan and Variance at 7559 County Road 116 o Approved a master sign plan and variance to allow proposed improvements to the property. • Commission Ordinance Updates o Approved updates to the Planning Commission and Parks and Trails Commission ordinances related to numbers of members, duties, and terms. Both Commissions will reduce in size over time through attrition. • Hope Center Change Order #4 o Approved a change order for electric hand dryers, tiling, and door widening. 7c. • Hope Center Pay Request #4 o Approved a pay request in the amount of $47,500. • Newsletter Article and Advertising Policy; Website Guidelines o Discussed the draft policy and guidelines. Council directed staff to discontinue paid advertisements and establish a "community bulletin" board of sorts in the newsletter. • Police Squad Purchase o Approved the purchase of a 2015 Chevrolet Traverse to replace the existing 2008 Dodge Durango as the Director of Public Safety's vehicle. The Durango will be repurposed as a Code Compliance vehicle. • Public Works Truck and Trailer Purchase o Approved the purchase of a 2015 GMC Sierra and trailer as requested. • Schedule City Council Goal Setting Session o Discussed priorities to hold a goal setting work session. Council preferred a Saturday, staff to coordinate a date. February 26. 2014 • Planning Commission Report — Chairperson Dean Jacobs o Commissioner Jacobs reviewed 2014 accomplishments and some priorities for 2015. The Council showed support for the priorities of updating the Downtown Design Guidelines and the Sign Ordinance • Parks and Trails Commission Report- Chairperson Tom Anderson o Commissioner Anderson reviewed 2014 accomplishments and some priorities for 2015. The Council showed support for the following: • Annual Events • Hold a tree giveaway again as completed in previous years • Begin a new garden club for Corcoran that could maintain the memorial garden as well as possibly improve City Park. • Annual Reviews • Prioritize a list of items that grant funds could be applied for, specifically the Twins grant funds. • Review park usage fees and make recommendations for 2016. • Long Term projects • Update Park Dedication Fund costs /needs • Continue planning for a future Roehlke park • Resignation and Retirement Notice — Lieutenant John Hamilton o The Mayor accepted the notice on behalf of the Council with regret and gratitude for John's service to Corcoran. • Community Room use Requests o Approved the use of the community room at City hall at no charge to the Corcoran Garden Club and Corcoran Bee Club. • 2015 Open Book Meeting — Local Board of Appeal 7c. o Received an update on the change to an Open Book Meeting for appeals of estimated market value and property classification. The meeting is scheduled for Thursday, April 9th from 5:30 pm — 7:00 pm. • Preliminary and Final Plat approval for "Tombers Acres" on property at 9120 Trail Haven Road o Approved a preliminary and final plat which essentially carves off the home site and creates a large outlot. • Request for Topography Exemption and Wetland Delineation Exemption at 6280 Willow Drive o Approved a topography survey exemption but required the wetland delineation. The property owner is looking to create a 20 acre lot and a 103 acre outlot. • Medina Comprehensive Plan Amendment o Reviewed a proposed comprehensive plan amendment for Medina to slow down their staging and growth plan. Found that it does not affect the City of Corcoran and authorized a letter to that effect. • Water Connection Request — Good Shepherd Lutheran Church o Reviewed a request to hook up the residence on the property to the municipal water system. Council directed staff to proceed with the request and bring back any necessary documents for approval. • Commissioner Appointment — Elm Creek Watershed Commission o Appointed John Bottema to the commission to represent Corcoran with Cindy Patnode as an alternate. • Commissioner Appointment — Planning Commission o Re- appointed Meredith Wu to the Planning Commission • Commissioner Appointment — Parks and Trails Commission o Re- appointed Rachel Tessmer, Judith Strehler, and Val Nybo to the Parks and Trails Commission. • Administration Department Reorganization o Approved the new position of City Clerk /Administrative Services Coordinator and directed staff to proceed with the reorganization as presented. March 12, 2015 • Presentation — Senator Dave Osmek o State Senator Dave Osmek gave a legislative update to the Council. He highlighted his priorities for the $1.867 billion surplus which included additional transportation funds for cities. He also referenced the bills he is sponsoring that include Met Council changes, liquor sales, and funding to Corcoran for a regional recreation amenity. • Volunteer Recognition — Darrell Krueger o Recognized Darrell Krueger for his service on the Planning Commission from May 2007 to February 2015. 7c. • Downtown Utility and Street Improvement Project Update o Provided the Council with an update on the financial status of the project. Staff was directed to refine the TIF fund value, begin surveying affected parties, and to look into a few additional financial options. • 2015 Water and Sanitary Sewer Fee Schedule Update o Approved an amended fee schedule for the utility. • Police Lieutenant Appointment — Ryan Burns o Appointed Ryan Burns to the position of Lieutenant effective March 16, 2015. • Police Officer Hiring Process o Approved a motion directing staff to initiate the hiring process for a new Police Officer. Attachment: N/A