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HomeMy WebLinkAbout2016-04-07 Planning Commission Agenda PacketCITY OF CORCORAN PLANNING COMMISSION MEETING 7:00 PM - THURSDAY, APRIL 7, 2016 AGENDA 1. Call to Order 2. Pledge of Allegiance 3. Open Forum 4. *Chair and Vice -chair Elections 5. Approval of: a. Agenda b. * November 5, 2015 Planning Commission Minutes 6. New Business a. APPLICATION WITHDRAWN. Beacon Academy request for Preliminary Plat, Site Plan and Conditional Use Permit (City file 16 -009). b. *Ravinia 4th Addition. Request from Lennar for PUD Final Plan Approval with PUD modifications (City file no. 16 -004) i. Staff Report ii. Public Comment iii. Commission Discussion & Recommendation 7. Reports: a. *Planning Project Update b. *Council liaison expectations c. *City Council Report — Thomas 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. H -IMN 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 7, 2016 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. Attachment: N/A 5 b. CITY OF CORCORAN PLANNING COMMISSION MEETING MINUTES 7:00 PM — THURSDAY, NOVEMBER 5, 2015 The Corcoran Planning Commission met on November 5, 2015, at City Hall in Corcoran, Minnesota. Present were: Chair Jacobs, Vice -chair Ravnholdt, Commissioner Wu, Commissioner Theis, and Commissioner Schultz. Also present were: Administrator Martens, City Planner Lindahl and Council Liaison Guenthner 1. Call to Order Chair Jacobs called the meeting to order at 7:00pm 2. Pledge of Allegiance 3. Open Forum - None 4. Approval of: a. Agenda Motion made by Ravnholdt seconded by Theis to approve the agenda as presented. Voting Aye: Jacobs, Ravnholdt, Wu, Theis, and Schultz. (Motion carried 5:0) b. October 1, 2015 Planning Commission Minutes Motion made by Schultz seconded by Ravnholdt to approve the minutes as presented. Voting Aye: Jacobs, Ravnholdt, Wu, Theis, and Schultz. (Motion carried 5:0) 5. New Business a. PUBLIC HEARING (Continued from October 1, 2015). Spanier Conditional Use Permit for sidewall height at 10520 Cain Road (PID 02- 119 -23 -23 -0004) (Cityfile no. 15 -019) Staff Report - City Planner Lindahl presented her staff report. ii. Open Public Hearing - Chair Jacobs opened the public hearing. (7:07pm) iii. Public Comment - The Applicant, Mr. Thomas Spanier showed and stated that he had made landscaping plantings, including large spruce trees. iv. Close Hearing Motion made by Theis seconded by Wu to close the public hearing. Voting Aye: Jacobs, Ravnholdt, Wu, Theis, and Schultz. (Motion carried 5:0) (7:12pm) V. Commission Discussion & Recommendation The Commission discussed sidewall heights and if the 16' sidewall height was appropriate in the area. Staff clarified that discrepancies with the building plan dimensions and survey were noted, but that dimensions of the building are based on the survey dimensions as this is a legal document. Also discussed were landscaping requirements and shared concerns about screening and landscaping and recommended that staff work with the applicant on a landscape plan. Motion made by Ravnholdt seconded by Schultz to recommend approval of the resolution as presented. Voting Aye: Jacobs, Ravnholdt, Wu, Theis, and Schultz. (Motion carried 5:0) (7:35pm) 6. Reports: a. Planning Project Update — Information Only b. City Council Report — Mayor Guenthner c. Other Business — None 7. Adjournment Motion made by Ravnholdt seconded by Schultz to adjourn Voting Aye: Jacobs, Ravnholdt, Wu, Theis, and Schultz. (Motion carried 5:0) Meeting adjourned at 8:06pm. Submitted by Mike Pritchard Code Compliance Official Agenda Item: 6 b. L A N D F 0 R M From �,a(? trt Fim,,h 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 • . i Tel: 612 - 252 -9070 Fax: 612 - 252 -9077 www.landform.net TO: Corcoran Planning Commission FROM: Kendra Lindahl, Landform DATE: March 31, 2016 for the April 7, 2016 Planning Commission Meeting RE: Final PUD Development Plan for U.S. Home Corporation (dba Lennar) for Ravinia 4th Addition at Ravinia Road and County Road 101 (City File 16 -004) 1. Application Request Lennar submitted a request for approval of Final PUD Development Plan for "Ravinia 4th Addition" to allow 43 single family detached home lots on 14.75 acres. This is part of the "Ravinia" subdivision planned for a total of 426 single family detached home lots on 266.57 acres. The request also includes a modification to the PUD approvals to allow 55 -foot wide lots where 60- foot wide lots were approved for this phase and to change the project type from the Lifestyle Villas (association maintained housing) to the Discovery series of single family homes. 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, final plat and easement vacations for the 4th Addition on April 28, 2016. 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. LandfoW, SensiblyG, eO and Site to Finish® are registered service marks of Landform Professional Services, LLC. • r The Council amended the Final PUD Development Plan 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 for the garage side. In 2015, the City Council approved PUD final plans and final plats for Ravinia 21d Addition and Ravinia 3rd Addition. 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 4th 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. Product Type Lennar is requesting a PUD modification to change from the Lifestyle Villas on 60 -foot lots to the Discovery series on 55 -foot lots for this phase. The target market for these two products is very different, but both are part of a lifecycle community. The Lifestyle Villas are planned to be marketed toward move up seniors and have association maintained yards and driveways. Lennar indicates that villas are still planned for future phases of the project. The Discovery series is a smaller home (2,100 — 2,600 sq. ft.) than some of the products currently offered in Ravinia and will have 2 -car garages. The target market for these homes is young families. The homes will be part of the master association but will not have the association maintained components that are planned in the villas. As noted during the preliminary approvals, the City should expect some changes to the housing products offered in a project that this phased over 9 years. Staff finds that the proposed homes are consistent with vision for this PUD and that it will add variety to the housing stock within this the community and the neighborhood. Architecture The applicant submitted a series of house plans and color palettes for the project with the preliminary PUD development plan. The Discovery series would add a 511 home series to the 4 Lennar final PUD Development Plan — Ravinia 4th Addition (16 -004) April 7, 2016 11 4D different home series (Landmark, American Heartland, Lifestyle and NextGen) that were previously approved. 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 expected that new or modified house plans will be added to the product line and would be administratively reviewed and approved by the City. The City must review the new product line to make sure that the homes are compatible with the standards in the original approvals for both design and materials. Mail Delivery One centralized mailbox location is 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. 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. No sub - neighborhood signage is proposed in this addition. Streets Whitetail Drive is currently located in Outlot C, Ravinia. The access to the 3 parcels that have frontage on Whitetail Drive were granted access over this private land via an easement. Whitetail Drive is not currently a public street, however, as part of the Ravinia 4t" Addition, the City will require this parcel to platted as public right -of -way. The street would be renamed as "Bridle Path ". The project will extend Bridle Path to the northern boundary of the property. In this phase, the existing private access agreement between Lennar and the 3 landowners on Whitetail Drive will be vacated and a new, improved access for the three landowners on Whitetail will be provided. Staff has included a condition that the developer provide the City with a Plan of Action showing how access will be maintained for existing Whitetail residents during construction. The plan must be submitted prior to release of the final plat. While the local streets within Ravina are a 50 -foot right -of -way, the section that was formerly Whitetail Drive will be platted as a 60 -foot right of way because that is the width of the existing outlot in this area. The applicant is showing sidewalks on one side of most streets, but must extend the sidewalk to the north cul de sac of Bridle Path (formerly the Whitetail Drive cul de sac). The developer is also showing a cul de sac (Gallaway Circle) on the east side of Bridle Path and a temporary cul de sac on the west side of Annabelle Lane. Annabelle Lane will be extended west with future phases. An easement for the temporary cul de sac must be filed with the final plat. Lennar final PUD Development Plan — Ravinia 41" Addition (16 -004) April 7, 2016 • Cul de sac islands minimize the amount of pavement in the development, provide snow storage and provide an attractive amenity in the neighborhood. 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. However, the two existing cul de sacs in the development were not built according to the approved plan. The approved plans showed a landscaped island with sod from the curb line into a planted central area with a mix of ornamental grasses and one tree. The plant area was approved with shredded hardwood mulch and irrigation However, the cul de sac islands were not build to plan. When staff inspected the site last fall, we noted that no sod or irrigation system were installed and, instead, the island was filled with large rocks around the perimeter. City staff was concerned that the islands were not constructed to plan and no PUD modification was requested. We contacted Lennar last fall and asked them to immediately correct the error, but they indicated that due to the late season they would like to defer it to the spring of 2016. As part of this application, City staff required Lennar to specifically note how they would correct the existing defects in the 2 constructed islands and show how the new islands would be landscaped. Staff noted significant concerns about Existing Ravinia Island I the rocks in the island, which we believe could be disturbed by snow plow equipment, residents or other means and end up in the street where they could damage the public street and potential damage vehicles. i # Oatda -%M Ldand Dot" (typ. of 1) Approved Ravinia Island 1 Lennar has submitted a plan that shows low -mow turf grass in the area where the irrigated turf was to be located. Staff does not support this change. We are concerned about the long term maintenance and aesthetics. Staff recommends that the applicant either: 1. Install the irrigated landscape islands as proposed or 2. Install a 2 -3 foot concrete edge behind the curb and then fill the remainder of the island with a mix of grasses, hardy plants and the tree and that shredded hardwood mulch be used in that landscape area. If the correct plans are selected and turf is eliminated, no irrigation will be needed. The Planning Commission should discuss and provide direction. Lennar final PUD Development Plan — Ravinia 4`h Addition (16 -004) April 7, 2016 Parks, Trails and Open Space r The preliminary approvals required a number trail easements and dedication of two public parks. No public parks are proposed for the area to be developed in the 4th Addition, however, there are public trails that will be dedicated. The trails will ultimately connect to the 3.57 net acre (5.12 gross acre) public in the center of the Ravinia development (north of Ravinia Parkway). The applicant is proposing to dedicate three separate trail easements with this phase of the development. 1. a trail easement in Outlot A that will connect Ravinia Parkway to Galloway Circle, 2. a trail easement behind Block 3 that will connect Bridle Path to Annabelle Lane and 3. a trail segment that will wind through the public park connecting Annabelle Lane to Ravinia Parkway. All of these trail segments were conceptually shown on the preliminary plans. The City will accept dedication of the first two trail segments as part of Ravinia 4th Addition, but will not accept the third segment at this time. The third segment runs through the public park and is currently shown through a wetland and in the wetland buffer. As noted in the original approvals and discussed during previous final PUD plan reviews, the city does not support the construction of trails in the wetland buffer. We will work with the applicant to redesign the trail in this location to minimize wetland buffer impacts and ensure that it is designed to be compatible with the city park. We hope to work through these issues and be prepared to accept the trail dedication with the next development phase. Development Phasing The developer plans to develop this project in 9 phases. The developer began work on Phase I in May 2014 and Phase I included 38 lots and 5 outlots. Phase II & III were approved in 2015 and include 36 lots and 2 outlots and 27 lots and 2 outlots, respectively. Final Plat The applicant is requesting approval of a final plat to create 43 lots and 3 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. Staff finds that the addition of a new housing style in the Ravinia development is consistent with the lifecycle housing goals noted for this PUD. Lennar final PUD Development Plan — Ravinia 4th Addition (16 -004) April 7, 2016 r • The final plat will be presented to the City Council at the April 28, 2016 meeting with the final PUD development plan for "Ravinia 4th 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 4th Addition. Attachments a. Draft Resolution approving the final PUD development plan b. Location Map C. Engineer's Memo dated March 30, 2016 d. Applicant's narrative dated February 3, 2016 e. Comparison of Approved and Proposed Subdivision f. Site Graphics dated March 1, 2016 (partial only — full set available at city hall) g. Final Plat Graphics dated March 1, 2016 h. Updated Phasing Plan i. Approved 2014 Cul De Sac Plans j. Proposed Cul De Sac Plan k. Discovery Home Examples Lennar final PUD Development Plan — Ravinia 4`h Addition (16 -004) April 7, 2016 City of Corcoran County of Hennepin State of Minnesota RESOLUTION NO. 2016 -xx Motion By: Seconded By: April xx, 2016 APPROVING FINAL PUD DEVELOPMENT PLAN FOR "RAVINIA 4TH ADDITION" FOR PROPERTY AT GLEASON ROAD AND COUNTY ROAD 101 (CITY FILE 16 -004) WHEREAS, U.S. Home Corporation (dba Lennar) ( "the applicant ") has requested approval of a final PUD (planned unit development) plan for "Ravinia 4th Addition" for 43 lots on property legally described as: Outlot C, Ravinia The Registered portion being that part of Outlot C, RAVINIA, lying north of the south line of the Southeast Quarter of Section 36, Township 119, Range 23. And Outlot F, RAVINIA And The West 326.7 feet of the East 653.4 feet of the South 200 feet of the southeast quarter of northeast quarter of Section 36, Township 119 North, Range 23 West of the Fifth Principal Meridian. 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 and, FURTHER, that the following conditions be met prior to release of the final plat for recording with the County: 1. A final PUD development plan is approved to create for 43 lots and three outlots for Ravinia 4th Addition on 52.61 acres, in accordance with the plans and application received by the City on February 3, 2016 and additional information received on February 8, 2016 and March 1, 2016 except as amended by this resolution. 2. Approval is contingent upon City Council approval of the final plat. 3. The development contract must be amended and executed by the developer and the City and must be filed with the final plat. 4. Development is subject to the preliminary approvals and amendments in Resolutions 2013 -45, 2013 -46, 2013 -47 and 2013 -48. 5. 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. With this phase, the developer shall dedicate: Page 1 of 4 City of Corcoran County of Hennepin State of Minnesota RESOLUTION NO. 2016 -xx April xx, 2016 a. A trail easement of 0.056 gross acres over Outlot A. b. A trail easement of 0.056 gross acres over the north portion of Outlot C. c. The City and the developer are still working through the issues related to the location of the trail located in the south portion of Outlot C to remove wetland impacts and ensure that the trail location is coordinated with the future City park planned on Outlot C. This trail easement shall be evaluated and considered at a later date. d. The developer must provide gross and net acreages for the proposed trail easements. 6. Trailhead marker monuments are proposed by the developer in this phase, but are not approved at this time. Design and locations must be submitted for review and approval by the City Council prior to installation. 7. The sidewalk on the west side of Bridle Path shall be extended to the north cul de sac (formerly Whitetail Drive). 8. The applicant shall comply with all requirements of the City Engineer's memo, dated March 30, 2016. 9. The PUD is hereby modified to allow the Discovery home on a 55 -foot wide lot in this phase. All platted residential lots shall comply with the following setbacks: 10. All garages must have a minimum 22 -foot parking area in front of the garage that does not overlap into sidewalks, drives or streets. Architectural and Design standards 11. PUD flexibility is provided to allow the face of the garage to exceed 55% of the building face. In exchange for this flexibility: a. Garage door colors shall be compatible with the building colors. b. Architectural elements shall be added above the garage to de- emphasize the garage doors. c. Garage doors shall be architecturally styled (this includes details such as raised panels, accent color, windows, etc.) to match the exterior of the home. Page 2 of 4 55 -foot lots 60 -foot lots 65 -foot lots 75 -foot lots Front, From County Road 101* 100 feet 100 feet 100 feet 100 feet Front, From all other streets 20 feet 20 feet 20 feet 20 feet Front Porch <_ 120 square feet 15 feet 15 feet 15 feet 15 feet Side (living) 5 feet 7.5 feet 5 feet 5 feet Side (garage) (Minimum separation between structures on adjacent parcels shall be 10 feet. ) 5 feet 5 feet 5 feet 5 feet Rear 25 feet 25 feet 25 feet 25 feet Maximum Principal Building Height 35 feet 35 feet 35 feet 35 feet 10. All garages must have a minimum 22 -foot parking area in front of the garage that does not overlap into sidewalks, drives or streets. Architectural and Design standards 11. PUD flexibility is provided to allow the face of the garage to exceed 55% of the building face. In exchange for this flexibility: a. Garage door colors shall be compatible with the building colors. b. Architectural elements shall be added above the garage to de- emphasize the garage doors. c. Garage doors shall be architecturally styled (this includes details such as raised panels, accent color, windows, etc.) to match the exterior of the home. Page 2 of 4 City of Corcoran County of Hennepin State of Minnesota RESOLUTION NO. 2016 -xx April xx, 2016 12. Except as noted above, all Design Requirements for the RSF -2 district shall be met. Specifically: a. Each elevation facing a street or park shall have a minimum of 50% comprised on natural material consisting of brick, stone, stucco, hardi- board, redwood, cedar or other similar materials. A minimum of two different materials is required, except that brick may be used on the entire elevation. b. Design of street and park fronting exterior elevations shall be varied with a minimum of five different styles provided in the development. c. Homes in proximity to each other shall not look alike in terms of the combination of color of siding, accent and roofing materials. The home under consideration will be compared to the two homes on each side and to the three homes directly facing it. d. All building elevations shall receive equal treatment and visual qualities. No blank elevations will be allowed. e. Each side and rear elevation shall have at least one window or door opening f. Equal architectural treatment on all sides of the building (materials, articulation, etc.) shall be used for all new residential construction when located on or visible from an arterial road way or public park. Accenting shall be accomplished by including accenting materials and design on all facades. 13. 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, prior to release of the final plat. Landscaping and Lighting 14. The street lighting plan and landscape shall be revised as needed to eliminate conflicts between trees and street lights. There appear to be a few locations where the light is in the tree canopy. The applicant indicates that there is no conflict, but this must be field verified. Trees that are located where lighting is impacted must be relocated by the developer where directed by the city. 15. Prior to release of the final plat for filing, the developer must revise the proposed landscaping plan for the cul de sac island to either: a. Comply with the original PUD approvals for an irrigated island with a mix of turf and plant materials, or b. Revise the plans to show a 2 -3 foot wide concrete apron around the edge of the island and a mix of plant materials and shredded hardwood mulch. No rock or turf would be located in the center of the island. No irrigation would be required. 16. No sub - neighborhood signage is requested or approved in this phase. 17. 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. a. Wetland signs shall be purchased from the City. b. The final locations must be inspected and approved by City staff. c. Monuments and signs shall be installed prior to approval of the building permit. Streets, Parking and Utilities Page 3 of 4 City of Corcoran County of Hennepin State of Minnesota RESOLUTION NO. 2016 -xx April xx, 2016 18. 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. 19. Prior to release of the final plat for recording, the applicant shall provide the City with a written Plan of Action showing how access will be maintained for existing Whitetail residents during construction. The plans must clearly show the pre- construction condition, post- construction conditions and interim phases. FURTHER, that the following conditions be met prior to issuance of building permits: 1. The applicant must record the approving resolutions and associated documents at Hennepin County and provide proof of recording to the City. 2. The applicant shall provide proof of recording the final plat and related documents at Hennepin County. 3. 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 2016. Kenneth Guenthner - Mayor ATTEST: City Seal Jessica Beise — City Clerk /Administrative Services Coordinator Page 4 of 4 Hennepin County Property Map ' r r u "rA 1 r# ,x -..6.. ` i� 07 t A- 4 s PARCEL ID: 3611923130011 OWNER NAME: U S Home Corporation PARCEL ADDRESS: 52 Address Unassigned, Corcoran MN 00000 PROPERTY TYPE: Vacant Land - Residential HOMESTEAD: Non - Homestead PARCEL AREA: 57.01 acres, 2,483,362 sq ft A -T -B: Both MARKET VALUE: $6,497,000 TAX TOTAL: $115,590.04 SALE PRICE: SALE DATA: SALE CODE: b+Fr Date: 3/31/2016 �I h. Comments: This data (i) is furnished 'AS IS' with no representation as to completeness or accuracy; (ii) is furnished with no warranty of any kind; and (iii) is notsuitable for legal, engineering or surveying purposes. Hennepin County shall not beliable forany damage, injury or loss resulting from this data COPYRIGHT © HENNEPIN COUNTY 2016 _ a. Ifs A! ' 1 inch = 800 feet Comments: This data (i) is furnished 'AS IS' with no representation as to completeness or accuracy; (ii) is furnished with no warranty of any kind; and (iii) is notsuitable for legal, engineering or surveying purposes. Hennepin County shall not beliable forany damage, injury or loss resulting from this data COPYRIGHT © HENNEPIN COUNTY 2016 Engineer's Memo To: Kendra Lindahl, City Planner From: Kent Torve, P.E., Kevin Mattson, P.E. Date: March 30, 2016 Subject: Ravinia Phase 4 - Plan Review Comments WENCK Responsive partner. Exceptional outcomes. A plan set, dated (signed) 02/1/16, has been reviewed for Phase 4 of the Ravinia development. Additional detailed engineering comments have been forwarded to the applicant and this memo provides a summary for Planning Commission and Council. Summary Phase 4 is located north of Gleason Parkway and adjacent to CR 101. The phase will have significant grading, however the sewer, water and stormwater are adjacent to the phase boundaries so will be shorter extensions than other phases. General 1. Updated City standard detail plates have been provided to incorporate in 2016 construction. 2. Draft record plan sets are currently under review for Phases 1 -3 and should be updated with revised information within 90 days of receipt. 3. Submit a list, and the status of, all permits required for the project. 4. Provide access to the three existing properties off of the current Whitetail Trail during construction. Lennar and the City are in contact with the residents regarding construction phasing. Sanitary Sewer & Watermain 5. Extend sewer and water mainline stubs to the Schwalbe property. This may require adding an additional manhole near the center of the western lot line. 6. Corcoran Fire Service providers and City now require Storz connections installed on all hydrants. See revised standard detail plate. 7. Review location of gate valve on 8" watermain loop connection between Galloway Circle and Gleason Parkway. All new watermain is required to be tested according to the specified requirements. Potential water shutdown impacts to the current residents should also be considered in the placement of the proposed valve. 8. Add a gate valve or retest a portion of the watermain installed during Phase 1 for the work at the current Whitetail Trail cul -de -sac. 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 T*' T WENCK Responsive partner. Exceptional outcomes. 9. Retesting of the sewer and watermain will be required where modifications are proposed on Bridle Path. Storm Sewer 10. Review storm sewer alignments that cause excessive depth for future maintenance issues. Rerouting may be necessary. 11. Relocate proposed light pole per City staff direction at the end of Galloway Circle. Where applicable, street light poles should be installed at a distance equal to a minimum of 1V:1H of the pipe invert depth. 12. Review options for the existing storm sewer pipe installed to the previously described exception parcel. Consider regrading backyard areas to drain to storm sewer CB and eliminate culvert under trail or add a single CB rather than bulkhead pipe. Coordinate with city staff. Modeling 13. Submit the most recent stormwater model used for determining the proposed wetland and pond water elevations. Model should be updated to reflect record plans and changes. 14. Provide storm sewer calculations for storm sewer networks throughout Phase 4 to verify design capacities and local flooding potential. 15. Add elevations to EOF's at all street and trail crossings. Grading 16. The HWLs or low opening of Lots 5, 6, 8, and 15 of Block 1 need to be modified to meet the 2 foot separation requirement from the EOF for the backyard drainages. 17. Restore areas outside of Phase 4 that were used for borrow. 18. Work with staff adjust alignment of the proposed bituminous trail from Annabelle Lane to Gleason Parkway to outside of the wetland buffer. Where the trail crosses the wetland near the future city park area, the trail crosses through the wetland buffer should be minimized. 19. Soil corrections for trail construction may be required for work adjacent to the wetland areas. Requirements for structural soils and /or other improved foundation materials will be reviewed in the field prior to construction. Coordinate with city staff. 20. Provide trail centerline design elevations every 200 feet and at high and low points. The trail grade should be above the HWL elevation of the adjacent wetland /ponds. 2 \ \mspfsv02.lps.local \Studios \Planning & Infrastructure Studio \City of Corcoran \COR16004 - Ravinia 4th Addition FP and PUD Final Plan (city file 16- 004) \2016 -03 -30 Phase 4 Engineers memo.docx T*' T WENCK Responsive partner. Exceptional outcomes. 21. Identify on the plans where bituminous trail grades exceed 5% slope. Review specific locations with city staff. 22. Work with city staff for the bituminous trail installation between Annabelle Lane and Gleason Parkway. The city has not yet begun any preliminary concept work for the future city park at the intersection of Primrose Lane and Gleason Parkway. 23. Verify minimum of 10 foot access routes for all general maintenance requirements for ponds, utilities, etc. Streets 24. Provide a detailed layout for each pedestrian ramp constructed. Pedestrian ramps shall meet current ADA requirements and include information related to cross - slopes, approach grades, truncated dome orientation, and general layout. 25. Extend concrete sidewalk along the west boulevard of the proposed street improvements to the current Whitetail Trail cul -de -sac. 26. Extend the street profile to include the current Whitetail Trail cul -de -sac. Identify existing contours and existing grade profiles. It appears that there is a proposed 4 foot cut of material required to construct the new street. Proposed grading and drainage should be more clearly identified on the drawings. 27. Verify existing surface drainage patterns across the proposed street extension to the current Whitetail Trail cul -de -sac. Drainage should be maintained from the adjacent parcel to the east of the street. 28. Identify any proposed retaining wall locations. 29. Label draintile cleanout locations on the plans. Plat 30. Verify easements over utilities, EOFs, ponds, wetlands, etc. provide sufficient coverage for access and maintenance activities. End of Comments 3 \ \mspfsv02.lps.local \Studios \Planning & Infrastructure Studio \City of Corcoran \COR16004 - Ravinia 4th Addition FP and PUD Final Plan (city file 16- 004) \2016 -03 -30 Phase 4 Engineers memo.docx FILE COPY , LENNAIT 1A�d0 / February 3, 2016 Ms. Kendra Lindahl, AICP City of Corcoran RE: Ravinia 4th addition Final Plat & PUD Amendment Dear Kendra: As discussed in our meeting on January 13, 2016 with City staff, Lennar is please to submit the 4th addition final plat for Ravinia. With this 4th addition plat, we are requesting an amendment to the PUD for several items: Lot sizes — The original approvals for Ravinia incorporated 60' lots in the northeast corner to accommodate Lennar's Lifestyle Villas. We are requesting the lot sizes in the community be modified to a minimum 55' to accommodate a new housing type, our 2 -car Discovery Series. Discovery Homes— At the time Ravinia was approved, Lennar was heavily focused on the 15t and 2" 6 time move -up buyer (4000 Landmark and 6000 Classic series homes) as well as some move -up senior living (Lifestyle homes), and NextGen multigenerational housing options. Since that time, we have seen a shift in the marketplace that has led us to begin focusing more heavily on younger families or potential 151 time move up buyers from a townhome. These buyers are typically in their late 20s to early 30s and may have a young child or two or are getting ready to start a family. Due to their financial position, they may not be able to afford a Landmark or Classic Home. We have designed Discovery to appeal to this segment of the market. We have constructed these homes in our communities throughout the Twin Cities including Otsego, Cottage Grove, Ramsey, Rosemount, and Farmington. We are also looking to bring additional neighborhoods online in 2016 that would include these homes. The Discovery Series consists of simplified floorplans and layouts ranging from approximately 2,100 to 2,600 square feet consisting of 4 bedrooms and 2 bathrooms. The homes come standard with a 2 -car garage to save on costs to our customer. As such, lots do not need to be as wide to accommodate a 3`d garage stall. Interior base fixtures, finishes, and amenities are more economical to save on costs that would ultimately be passed on to our customers. Our designers have incorporated similar colors, materials, and architectural variations that will integrate well into the existing community. The Discovery Series enhances the lifecycle housing approach that is already available within Ravinia; it adds another housing type that will be available to an important (and sometimes overlooked) market demographic. Detached Villas — It is still Lennar's intention to incorporate detached townhomes within Ravinia that result in a maintenance -free living experience. The area for these villa homes is still located in the future western portion of the community adjacent to the northern wetland complex, and we are currently investigating potential placement in some other areas of the community for future phases as well. To be successful in any business one must be willing to make changes and adjust to current market conditions. Flexibility is key. We believe these nominal changes to the PUD & Final Plat will allow the opportunity to deliver the quality that Lennar is recognized for in a way that the City of Corcoran will be proud of. We thank the City of Corcoran for its consideration and appreciate your support as we continue to move forward with Ravinia. Respectfully Submitted, Paul J. Tabone Land Entitlement Mgr Lennar Minnesota u �1 JL WETLAND #1 /1 H '\ i HWL962 9 i ORIGINAL PUD SUBMITTAL PROPOSED PUD MODIFICATIONS 75 3 LOTS 75 3 LOTS 1651 14 LOTS (6 14 LOTS 60 16 LOTS k0 0 LOTS 55 0 LOTS X55 27 LOTS NO Rj� 100 50 0 50 100 200 EXISTING UTILITIES SHOWN ARE SHOWNIN ANAPPRO XIMATEWAYONLY. THECONTRACTORSHALLDETERMINETHEE XACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. �_� �_ "� 0 0 0 0 J ALE 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 I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE ERS " B� R�F'< CITY PROJECT NO. PUD AMENDMENT PLAN FILE NO. 5401 - 664 -000 PHASE 3 BASE 01 — CAW __02/29/16 -- - -- _ _ _ _ _ CITY COMMENTS _ _ _ _ --------- - - - - -- — - DR EWRJ BY .1 _ _ _ _ _ _ — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — — 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 O THE STATE OF MIN S A. - A, p SATHRE - BERGQUIST, INC. CORCORAN, MINNESOTA RAVINIA 4TH ADDITION L E IV IVAR CHECKED BY m "" s cNFR3 150. SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476 -6000 y `vim CAW DATE RLE) A. WIEMERSLAGE, P.E. — -- - -- ---------- - - - - -- Dale: Lic. No. q(5� P� 03/18/15 H& 9629 �. 1�e NQ R1P 100 50 0 50 100 200 El El El El 9705 fond 4 N 973 w oz n r0� e,3 z � / r ' "Ll, L0 WO LO p WO WO a �'� BET�AND # 3 \ I L \ _ w wo wo Poa wo wo wo �A Wp W o<a ®9 LTLAN e # N Al, 986 _ � _ -'.d1-7 r __ — �, FBr a2 oL0 W1.991 - l0 a3. m�iku�3`n s dWL 9924 �i' '� � i --`- -� o>e, '3ee5 °� EELLm � �. z E�sit i ! w n �1 _ s s 1 io H L—A SHEET INDEX TABLE ETLAND #2H SHEET Description Q NM 984 l� r�/� r ca �' `� c o R � a 14 �� W \ �,. l I'M 986 9 p 1 Title Sheet �� ® r MV 9762 e sORR 5 1 a -- 2 -4 Final Street Plan - - - - x �,., ry �. 5 -8 Final Sanitary Sewer & Watermain Plan 9 -12 Final Storm Sewer Plan -- 13 -14 Final Grading Plan, 15 Final Erosion Control Plan NWI 9820 r / _ 16 -20 City Details NWI.983,5 'j `J WETLAND #4 f4f PREPARED BY PREPARED FOR �'- �_ y �._ ,a _ NIX 985y NVN.9867 WETLAND #7 ENGINEER I DEVELOPER SATHRE BERGQUIST INC LENNARr /' pEN i / fig.. WETLAND #S BROADWAY 630538TH AVE N. SUITE 150 SOUTH 1 WAVZATA, MINNESOTA55391 PLYMOUTH, MN 6644fi PHONE: (952) 476 -6000 CONTACT: ------ — _ / `,rrFnWaieY� FAX: (952)476 -0104 JOE JABLONSKI TYeaGnent _ \I PHONE: 952 249 -3014 PLnd 0 Jf9YtYIW.�LCY CONTACT: ROBERTS. MOLSTAD, P.E. EMAIL: JOE.JABLONSKI(}LENNAR.COM \ I EMAIL: MOLSTAD ®SATHRE.COM° NWI" 986 2 11 1 uli, i CONTACT: CHARLIE WI EMERSLAGE, P.E. SITE WORK EMAIL: QWIEMERSLAGE0SATHRE.CO MAR K BODE - --- _ K1M -9882 -- - -'� i �i f'cnd6 PHONE: (952) 249 -3074 �� 1 - - - - -- � EMAIL; MARK.BODE ®LENNARCOM : 9887 9B8 B O SETBACKS- SINGLE FAMILY SIZE: FRONT: PORCH: SIDE: CRNR: REAR: i � � I 55' 25'° 15' 5' 20' 25' ELCE- fOFRHV 27 LOTS I' O ( ) couaT � � Exisbnq � ,— 6 5' 15' 5 v �8 rn ! Wate S) 25 ��J WETLAND #6 (14 LOT '° r 20' 2' I r,% I'e ent Pond 9• MM, 987.0 75' 25' ° 15' 5 20' 25' �,,.. (3 LOTS) / HM 987,0 L l '}ylil�l� $ 9907 ` I00YY P-D 987., _ (43 LOTS) I � TOTAL / / i R g � w1 I 3 r — ____— i I PLANS SHOW: WETLAND #4 1. 2 'AVERAGE WETLAND BUFFER FOR % n 2. 15' AVERAGE WETLAND BUFFER FOR NL I OW QUALITY DS 3 s �; 3. WETLANDS CONTAINED WITHIN RAVINIA 3RD ADDITION ARE LOW QUALITY ACCORDING TO CITY OF 4 ` - -- CORCORAN NATURAL RESOURCE COMMUNITIES QUALITY RANKING MAP 4. AT FINAL PLAT, WILL SHOW BUFFER AVERAGING NWL 985 .5 ®_ ® __, c _\• - _ 5. LOT WIDTH SHOWN AT 25' SET BACK LINE. I HW 5 . 987.0 �> I ws WETLAN BUFFER POST I �; � �xi�mq _�'� // ------ _____, ----- e�a EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT'"�r LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY 1 0 7'reaG�rerk 4 �. (/ `/ _�•�S, AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. - DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND /OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO. FILE NO. PHASE 3 BASE 01 CAW 02/2_2116 _ _ _ _ _ _ _BID SET_ _ _ _ _ _ _ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I ERS Su — TITLE SHEET AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE R�F'< 5401 - 664 -400 DR ERRJ BY 02 CAW 02/29116 - - - - -CITY COMMENTS - - - SAID AUTHORIZATION ER IZATIO , ICON EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT " SATHRE - BERGQUIST, INC. - - - - - - - - - - - - - - SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS O THE STATE OF MIN S A. w m CHECKED BY 150.SOUTH BROADWAY WAYZATA, MN 55391 (952) 4766000 CORCO RAN, INDEMNIFY SATHRE- BERGQUIST, INC. OF ALL RESPONSIBILITY. RAVINIA 4TH ADDITION _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ %I . - SATHRE - BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE CAW - USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING J 1� s `�� MINNESOTA DATE -- - - --- - -- -- -- -- -- -- -- -- -- -- -- -- -- -- - O Ln O RAWIMERSLAGE, P.E. - - . 0 03/18/5 -- Dale Lic. No. LENNAR r i �C� '•....,.,\ / , f��SF,rYlnwater . 9 0b and it N 993 MP TRAIL a - 0 e '3 2 Y � e < �•' m __ III I,:.; LO BLO LO WO WOO ° e �U - nl\ ETLAIUD # H I Q, W ''a 986 8 I \ rx ra Ee' 49 R O ° FB - -GLQ e LOc U. 1 m3£ '\ © ellQ �'& J_ j 979.5 ° IN r 11 -T- ��I: ✓7 TLAND #2H `Z 'I ri f f y'. ,�I L �o - .gymI - -- A2'3e $o dh IM. 989 xis o2 LL� 3 WOD .'� / G / / .5 NVN.9869 p HW_ 976 2 6q - Ir _ 11 1TW �gm M 982. r, y , r r H&985 3L- :, WETLAND #4 NIM 985 5 �1 HM 986.7 /� WETLAND X89 / :6 ° r — $ WETLAND #5 � I'M 990:6 i1f!'MWdECr it � - -- Treatmevd T; I'a1d 10 rT Stormm'ai;er_ I I i _ I I NW. 986 Z / . .\ II PITJ 6 --------------- 981988 8 I I I I I / r r _ I r RY T\ U 1 NIS#,I tarTnxater \o c CONCRETE CuR zi J g (sµDPUTe sm s7�_ Z•I � %SLOPE Mn DOT 8612 •" � R € SEE s1 S z SEE IT 2 5 %_ REQUIREMENTSAND Wg SURMOUNTABLE SEE ST CURB WD GUTTER 1' MINIMUM PLA E STREE PUTS SIHEETE5 IN T_MNDMIN UNDER DES -D 4 BPSE 1 5 SPWEA . WEAR COURSE PER 11 /11 2180 CUSASG5EGATE DRIVEWAY SECTION KC CCALE ON NT. COAL PER MN/DOT 2357 m NNE 2 S NWE230B BASE COURSE PER Slpey k a PANS On JO MN /BOY 2360 cD IyMIM 8 CLASS 5 AGGREGATE BASE MN /ooT alas D bMN I RW11AR e1RROw PER /DoT 3 49 az i Y g° EOTEXELE FAERC TYPE V NOTES (NON WOVEN) it 0 FS D F GL Y Ai 1x5 %CNINI 1. 1YPCAL SECTION SHOWN IS THE MINIMUM RESDENTAL STREET REQUIREMENT SEE COITKL JOINTS 11 CONCRETE CURB IN E EE TNBOUCn D A'I' Pc oN. o SPECIFICATIONS FOR PROJECT SPECIFIC DETAILS. 2 DFNNTLE SHALL BE NSTA-LED BEHIND CURB. DRAINi LE TO BE INSTALLED AS REQUIRED TO 3 AoEQUaIEY "' A''ELECT GRarvuuR RLL WFAS. 3 ED FOR A 30 MPH DES GN SPEED -1 MINIMUM 050% -mum EAO09. GRADE N AND n THE C1Y RESERJES THE RCHT TO INCREASE THE STREET SECTION BASED ON SOL 5. SAW & SEAL ACCORDING TO MN /DOT 3725 AS BIRECTED BY THE CITY ENGINEEA 6 REFER TO THE HENNEPN COUNTY BICYCLE TRANSPORTATION PUN FOR TRAIL DETAILS. CONDITONS. DRIVEWAY APRON REFER TO APPENDIX FOR LAYOUT DETAILS. 229 4- TAT STR -9 .o. °s INDEMNIFY SATHRE- BERGQUIST, INC. OF ALL RESPONSIBILITY. "TOP ; .,..L CITY OF CORCORAN m —LAND ­5 \o c CONCRETE CuR zi J g (sµDPUTe sm s7�_ Z•I � %SLOPE Mn DOT 8612 •" � \" REQUIREMENTSAND Wg g p BPSE a o CUSASG5EGATE DRIVEWAY SECTION KC CCALE ON NT. OF URNEWAY p�� m NNE ° Slpey k a PANS On JO pR ��'� cD IyMIM 5401- 664 -000 D /^ Y IA IE$ L i Y 0 N TH IA-11 it 0 FS D F GL Y Ai 1x5 %CNINI DRIVEWAY ISOMETRIC COITKL JOINTS 11 CONCRETE CURB IN E EE TNBOUCn D A'I' Pc oN. ,r y Wenck wCITY OF CORCORAN En STANDARD Put Es i� 6 12 r 1g r OF Brt1MIN0US NATFRIAL RESIDENTIAL ' 1 OOYr 6-0 989,5 DRIVEWAY APRON p cRws .aP E 229 4- TAT STR -9 .o. \o NO. g VARABLE DISTANCE TO CENTER LINE B a +A• r TOP OF BITUMINOUS MATERIAL F6.25 ! © ADAREQUIRED ® ALL PEDESTRIAN RAMPS TRUNCATED DOME PER VARIABLE SHALL BE DESIGNED AND MNIDOT STD, PLATE 703 CONSTRUCTEDTO MEET THE LATEST ADA REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND /OR CONVEYANCE OF %SLOPE Mn DOT 8612 •" CITY PROJECT NO. \" REQUIREMENTSAND FILE NO. PHASE 3 BASE p CAW MDDOT R B MRDOT B614 ^„ TRUNCATEDDOMES TO BE NC UNITED <O m ERS n CONFORMTO THEIATEST p MNDOT RED RAMP d - CONCRETE CURB AND GLITTER 5401- 664 -000 , -- - - -- - - --- I A f NUtti 988 5 i �t GUIDELINES �g - - 26- I. : € : _ 990.9 .....- r -. 6 12 r 1g r OF Brt1MIN0US NATFRIAL 8 1 OOYr 6-0 989,5 m 8 - INDEMNIFY SATHRE- BERGQUIST, INC. OF ALL RESPONSIBILITY. "TOP ; FACE OF 5 VARI 5 CORCO RAN, SURMOUNTABLE MATCH EXISTING 19 CONCRETE CURB AND GLITTER _ _ _ WIDTH 1JV 1dx SATHRE - BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE IT A PLAN BUDNOALLSLOPEO 2B I ° WETLAND #4 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 475 -6000 TOP OF CURB / INTERSECTIONS rr 5 SLOP �TpP OF BNUMINOUS MATERIAL 3/ PE VARIABLE ATCH EXISTIN - STANDARD SECTION THROUGH DRIVEYMAY f f 5' -0" CURB & 0.10 FTIFT SLOPE WIDTH & VARIABLE CURB 0.10 FTIFT SLOPE b f0' VRRES': MINNESOTA L E N NAR o r T SECTION B -B ---------- m FROM ILLEGITIMATE USE. B" VARIABLE 611 P' DESIGN STREET GRADE i BTUMINOUS r / BITUMINOUS BITUMINOUS CURB e T— 6" SHOE FORMED & 0OR MAX 50.1 PATHWAY CONCRETE NOTES SIDEWALK ONCE CURB AND GUTTER ARE INSTALLED. ENSURE EROSON CONTROL MOSURES ARE CONCRETE 7.NCRETE PROPERLY ESTABLISHED. 2. USE 5URABLE MATERW TO BFCKFILL WFA BEHIND CURB. _- SEGTIQNJ A -A CURB BGUTTER m <u CITY OF CORCORAN Wenck S iWDARO PULES Wenck T ACT" OF CORCORAN ECI STANOWD PUlE5 f CURB AND GUTTER e ` SIDEWALK CURB RAMP Rws. Rws rr„E _NP STR -5 caws mrs 2211 10 T�STR 13 \o NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND /OR CONVEYANCE OF � BO WETLAND # 6 CITY PROJECT NO. \" FILE NO. PHASE 3 BASE p CAW 02/2_2116 _ _ I I l 1 Hm 98"/:0 PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I ERS NX 985,5 - N 988 5DMP 5401- 664 -000 , -- - - -- - - --- I A f NUtti 988 5 i �t 02/29/16 - - - - - I NWT, 999:0 ° I. : € : 6 990.9 SATHRE - BERGQUIST, INC. r -. CHECKED BY 1 OOYr 6-0 989,5 - T _ ,, - - INDEMNIFY SATHRE- BERGQUIST, INC. OF ALL RESPONSIBILITY. %I ; m CORCO RAN, r " I I 2 Z2O _ _ _ _ _ _ _ I SATHRE - BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE IT -�1 I ° WETLAND #4 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 475 -6000 / - I I r f f , s cNFRS `w� MINNESOTA L E N NAR DATE r T 1 I T ---------- I r I 1 r FROM ILLEGITIMATE USE. q(5� P' i 03118/15 r / Dale: US. No. NVVL 9870 ®' - _- - - - - -_ -_ X12 / ,II - \ r ALL STORM SEWER STRUCTURES SHALL BE EXPOSED EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT DURING STRING LINE OF CURB TO ENS UBE PROPER FIT 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. WITH CONCRETE RINGS. FoR 1118 DETAIL, SEE STANDARD PU1E STREET 5 GEOTEXIILe FABRC TYPE V NONw'OVEN 4' PERFORATED SCHEDULE 40 PVC COARSE FILTER AGGREGATE MNDOT 3149.2N 4 TRENCH DETAIL NOTES; 1 PUCE SUE IRAN 11 ND ALL 111E & G111PI 250 LF N — ORECTON FROM CATCH LOCATED AT Loc LIED - PUN WD 5O LF JP'TREAM FROM CATCH � NE LOCAlEO IN THE MO SLOPE. 2, CONNECT SUB DRNN TO NEWEST CATCH -11 USNC A PRESS N SEAL PRODUCT OR 3. SLOPE/SUB DENN TO CATCH BASIN, I 4. SUBDEMN WAY BE I- LIGHTED TO DITCH AS APPROVED BY CITY ENGINEER. i { � Wenck P a" DF GQRDQRAN a BARD —El ® ®yyr ROAD _ SUB -DRAIN S- STR -.4 �. STREET NOTES 1. ALL PUBLIC STREETS ARE 28 FF UNLESS OTHERWISE NOTED. CURB DIMENSIONS ARE SHOWN BACKTO BACK. 2. 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. 3. SEE DETAILS STR -1 TOSTR -14 FOR STREET DESIGN STANDARDS. 4. ALL SIDEWALKS SHALL BE 6" THICK AND 5' WIDE PER DETAIL STR -14. CONSTRUCT APED RAMP AT EACH CURB AND /OR ROAD INTERSECTION PER STANDARD DETAIL PLATE STR -13. S. BUILD BIT. TRAIL FROM ANNABELLE LANE TO GLEASON PARKWAY 6. NO PARKING PERMITTED IN CUL -DE -SACS. 7. CUL -DE -SAC ISLAND CURB SHALL BE OUTFALL GUTTER 8. STREET DRAINTILE SHALL BE INSTALLED IFT BEHIND CURB PER DETAIL STR -4. INSTALL 250 LF IN EACH DIRECTION FROM LOW POINTS 8 150 LF IN UPSTREAM DIRECTION FROM CATCH BASINS ON GRADE STOP R1 -1 xxxx SEE DETAIL 30 "x30" xxxx STR -10 0 NO RSA 100 50 0 50 100 200 i 11 i 11 SCA■NFETEi LE IN EET DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND /OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS BO CITY PROJECT NO. FILE NO. PHASE 3 BASE 01 CAW 02/2_2116 _ _ _ _ _ _ _BID SET_ _ _ _ _ _ _ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I ERS RAF - FINAL STREET PLAN 5401- 664 -000 DR ERRJ BY 02 - CAW - - 02/29/16 - - - - - - - - - - - - - - - -CITY COMMENTS - - - SAID AUTHORIZATION ER IZATIO , LNG's EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS O THE STATE OF M7n4l_ " w SATHRE - BERGQUIST, INC. CHECKED BY - INDEMNIFY SATHRE- BERGQUIST, INC. OF ALL RESPONSIBILITY. %I m CORCO RAN, RAVINIA 4TH ADDITION 2 Z2O _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - SATHRE - BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE IT -�1 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 475 -6000 CAW - USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES J 1� RLES A. WIEMERSLAGE, P.E. s cNFRS `w� MINNESOTA L E N NAR DATE - -- - -- ---------- - - - - -- FROM ILLEGITIMATE USE. q(5� P' 03118/15 Dale: US. No. S NO Q Z - - - -! 39§ — _ — 9N� 9700 ��✓✓ �� / T� '� N6'993 1 2 /. NIM, 9898 7 6 n s - s G � W � wo WQ wo wo �j f�� _ _ / -- - – – — –� t.AL RCLE w 1 °) WETL ,AND #4 -- �_ �n 101986 8 -_ FB LO LOe p / s ireatmen. E s F NVV�991 "r #I P d18 NAM 9929 - I 2 - '., I I E�� � FiOA � 2 3 N _ II $ z 4 I _ ; � � -:.� F�FF y/ 72 g � •� iy % ✓ �� % / L 4 £paa RHO i 5 J I�� �//'` OF _ a � D 42H WETLAN � �` R 3 a a d S R a F NN- xroarxT i a ibe are @ mcn� rvc n IN 1N cw,xuua o Tar 9 z �Daooxoxc ADO (soaL rvi w>•,n .lo u111uI.g0 § IT aI 1x xwe eN°eseurNT � ux Oparmnuar wxr . aA °�, roar �I � ' rl[ ex 8 uN omuxeeo wlo REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND /OR CONVEYANCE OF 1. D. x016 w ae xnw¢ ON TxE xroxnrrt rxD CITY PROJECT NO. e. Ex 1 1110 11 14 11 soo cau nxD ooD cax r[uorn roa R o Dn wwmrcr °° OR . M'0, mxou r sxeu e¢ xwm ein u .1 --ON T NI x . IN IN z/D . w N T u wx x /s x z xwrou cxxIEci ec a mx e11ANw ea W ox Na e�Dowm o as _ _ _ _ _BID SET_ _ _ _ _ _ _ W_e_ nck ptt OF Nv3renn'r DLru L ii;iA W_e' nck x OF CORCORAN re� NNl mz m ��WAT 01 y SAN 07 CAW — — 02/29116 — — — — — — — — — — — — — — — —CITY COMMENTS — — — N[D o u ®u °r wnrra. ueix. 3 w R I B _ CRDx N. a 51w aelE v YES uaFL ON NL o,/z'q�0E z: L eE 10 ­N of CV . rvis cou >uxcs rrc. 1Rwo` TO °. or Dnsxrn auor a"x , z usiurxi. x ' a I-NNC Lon sxn r cuaep slO`c N. I aer nc crz°x Ne. vawz s`I [axrtxom gi. rxr,0r, Wx0 flro"n ie u E� „alws�irvanco sr'ss v .w°on xnx NIN 10 war r°^ .wr is or xsrnu[D nur w Q vuuDlT a s unu sixcrons wrz u noww.rmr n vE eox xc yea ,e sz° N. w s0 g r^ na.P o a aox ce Y vx5ssa(xc oNIT u /cnx s, D� e s,[ cNDx No. ws, so'D�nl �c sw E µ0o (NIN) /� RAV�N�A 4TH ADDITION � -�:� �;lxr ,ExxNN �wEx.NE xN�xD�aLON< E r zrs ulc 0 e[ caN -awc ox IN Y agar saxa cRo tio Wenckc Wenck nE "N' � - - ZZ ON CAW WAT -02 . SWAT -05 6 eom.. 1� 11 f' O Z. n N1M, 986 9 a&Os�� 1 2 1 ©.. NOTES: -- 1. SANITARY CASTINGS SHALL BE NEENAH R- 16428. 2.8 "SANITARY SEWER - SDR 35 TO 16', SDR 26 FOR DEPTHS OVER 16' 2. SERVICES AND RISERS SHALL BE 4'SDR 26. - \tt,' 3. EXTERNAL MANHOLE INFRASHIELDS ARE REQUIRED ON ALL MANHOLES.. 4. EXTERNAL JOINT WRAP ARE REQUIRED ON ALL MANHOLES. 5. ALLWATERMAIN SHALL BE PVC C900 DESIGNED TO OPERATEAT 150 PSI PLUS WATERHAMMER .6-- DIP CL52, 8-C9DOC1235 -. WETLAND #7 N M 986 �7 J N M 989 b s DR 18,12" C905 CI305 DR14) ! I C / Rf �.- WETLAND 5 NlM - ' 990,b 6. BUTTERFLY GATE VALVES ARE REQUIRED ON ALL WATERMAIN 12 "AND LARGER. ALL GATE VALVES SHALL HAVE RNYR ' \, !�'� I'" #5 > p STAINLESS STEEL BOLTS. 7. CURB BOXES TO HAVE EXTENSION RODS TO CURB STOP. / Treatment B. PROVIDE POLYETHYLENE WRAP (8MIL,TUBE TYPE) AROUND ALL WATERMAIN IN ACCORDANCE WITH AMA C -105 1 l STANDARDS. MEG -A -LUG JOINT RESTRAINTS SHALL BE USED ON ALL FITTINGS. i! I �Il 'crd IO \I ]kGr'mWaY,l'r ^ NNti 9862 Lei - ,I I 3 Treatment 9. HYDRANTS TO BE WB NO. WB -67250 PP MODIFIED WITH STAINLESS BOLTS. PROVIDE 2 HYDRAFINDER MARKING DEVICE AND RE-PAINT AFTER INSTALLATION. HYDRANT SHALL BE 8.0' BURY, WATERMAIN SHALL HAVE 7.5' COVER, HYDRANT LEADS SHALL BE CLASS 52 D.I.P. - - - -J "i =���� - -� -- __ -��- -�� / ,• / Imo- I 988 8. E � Y HYDRANTS SHALL HAVE STORE CONNECTIONS INSTALLED. i 11. ALL WATERMAIN BOLTS SHALL BE CORE -BLUE T -BOLTS WITH PROTECTED END CAPS. 12. TRACER WIRE SHALL BERATED UL AND BE #12 COPPER SOLID WIRE STRAND. CONNECTED TO HYDRANT AT BOTTOM BREAKOFF BOLT WITH ELECTRICAL CONNECTOR. 13. INSTALL TRACER WIRE (GREEN) WITH SANITARY SEWER MAIN. PLACEMENT OF CONNECTION BOXES AND GROUND T' -- ANODES SHALL BE IN THE BOULEVARD PERPENDICULAR TO THE MANHOLE STRUCTURES. - i II 1 E0.1stIYlq a I _.. 14. 1 MINIMUM TYPE "K'COPPER SERVICE WITH CURB STOP. CURB BOXES SHALL BE INSTALLED AT THE DRAINAGE AND arer - -____ UTILITY EASEMENT. WETLAND #6 re�a E,nt 1 /� 15. ALL SEWER SERVICES ARE LOCATED 3' DOWNSTREAM OF WATER SERVICES. - - - -- L PLDdo' auu NIM, 9870 16, ALL DUCTILE IRON FITTINGS SHALL BE EPDXY COATED AND WRAPPED IN POLY. NWL 985.5 2 N /� 988,5 '� -- -- -- II - -- _ p HWL 988,7 tC, NN, 987.0 99 17, ALL DROP MANHOLES TO BE LINED WITH A ESE STUDLINER EMBEDDED INTO CONCRETE WALL AS MANUFACTURED BY III Sti � ..5 U J ROYAL CONCRETE PRODUCTS. 'OYr D'[5987.5 ARGU SURE GRIP THERMOPLASTIC LINING APPROVED EQUAL. I I 18. REQUIRE THREAD TYPE ON ALL HYDRANTS TO BE HOSE - NST 2 4" TP7532, 7-}” THREADS PER INCH, NOMINAL THREAD O.D. I I _ 3.062. 3 1 � ,,,�, _ ; l' c' __ 6 @ J PUMPER -4} "NST- TP40524 -4 THREADS PER INCH, NOMINAL 0.0. 5.750. ID #4 #5 NUT- NST 14' PENTAGON. OPEN LEFT. RED. g 19. STORZCONNECTIONSTO BE INSTALLED ON ALL HYDRANTS. 4 .L 5 100 50 0 50 100 200 16:'1 Ll Ll Ll Ervtllq o - -__ -- 1 NO RTC � � �� SCALE IN FEET p 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 x a z 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 Stj CITY PROJECT NO. FILE NO. PHASE 3 BASE 01 CAW_ 02/2_2116 _ _ _ _ _ _ _BID SET_ _ _ _ _ _ _ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I ERS R�F'< — FINAL SANITARY SEWER & WATERMAIN PLAN 5401 664 -000 DR EWRJ BY 02 — CAW — — 02/29116 — — — — — — — — — — — — — — — —CITY COMMENTS — — — SATHRE - BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS O THE STATE OF MIN S A. " w SATHRE -BE RG Q U I ST, INC. - CHECKED BY — INDEMNIFY SATHRE- BERGQUIST, INC. OF ALL RESPONSIBILITY. %I m CORCO RAN, /� RAV�N�A 4TH ADDITION 5 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — SATHRE - BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 4766000 CAW — USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING J 1� RLES A. WIEMERSLAGE, P.E. s cNFRS `�� MINNESOTA L E N NAR g7o DATE — -- - -- ---------- - - - - -- FROM ILLEGITMATE USE. ��5� P�pe� L 03/18/15 Dale: Lic. No. x a z \ 1 EX F2 T1,985.4 970 .5 ron J /L it f U `I 800 BUD: 4.0' 986.5' ." 4. DIA 480 - DIA: 48. " (SHED GROUND - EXISTING GROUND 18 "- RCP -983.0 86.8' -12 "RCP 76.7' 15 "RCP CL.5 @2.65% CL.5 @ 2.48% O m z m m m TOP WEIR- 985.5 cc N 8'BITTRAIL NWL 984.0 A__11"RCP 28' -RCP INLET EX2 EXG11 - - "I I -'-- ee X - EX4 'e -.;-'E 1 EX F3 - � V 1 I I - 3 3 2 J II 4 II I I \ ` / �g - - - - -- BF /Sa /Saw LO \ /i g�s'S 10'4B 8'S S8W BF 976.8 V�9708 LO "2q WO RISEq `TF 58W BF 978.8 0 *54 WO 9]4H S&W BF 979.8 7 +22 WO I I I I S8W BF 979.8 0 +27 WO 975.8 BF 979.3 S&W V1/O 1 -1G BF 979.0 S&W WO 9750 II EXG12 XG25 9835 972.8 / _ GF9825 12 RISER TF 984.8 _ GF 984.5 13'RISFRTF 988.8 GF 986.5 975.8 4 TF 987.8 4' RISER 987.5 TF 987.8 GF 987 5 TF 98]3975.31 GF 987.0 -''TF 967.0 GF 986D 1 - - - - - - - -GF s -- - -- -- - -- Ex7 - EXG13 _ LLE [r� IEX13. / ss$ Be J FXGt4 I - - - - // ///� / 9 Rts] X•/. 5.3 -- GF - r - - - - - EX 16 nl - EXG24 I- o M w -T - / / SR 'TF nuc.S I 1000 990 980 970 965 CBMH 6 8800 TCD9_ T1,985.4 0.79 TOP FRONT 800 BUD: 4.0' 986.5' ." 4. DIA 480 - DIA: 48. " (SHED GROUND - EXISTING GROUND 18 "- RCP -983.0 86.8' -12 "RCP 76.7' 15 "RCP CL.5 @2.65% CL.5 @ 2.48% O m z m m m TOP WEIR- 985.5 ZZZ zz o;o tD m V N -0 +50 0 +00 1 +00 990 990 FE 13 ®RIPRAP 6'APRON -- - 462' 15'RCP 980 a L.5 @ 4.339A 0 980 970 L 1 +00 10001 0 +00 970 -0 +50 1000 990 980 970 965 2 +00 OUTLET STRUCTURE POND 5 -OS 1 - - 2 - Z TOP BACK- 987.25 0.79 TOP FRONT HWL -986.4 986.5' 17 0 NWL -984.0 1` 1 18 "- RCP -983.0 DRAINTILE Q "RCP 981.5 983.0 0.50' BOTTOM -977.0 TOP WEIR- 985.5 OUTLET NWL 984.0 A__11"RCP 28' -RCP INLET 0.50 1 oc 990 980 970 RAIS STRI G RA a - - - 2 - Z Z� 1 1 1 15 t to 8 7 17 0 - -- - -- 1` 1 NS \ GG O 1000 o G t� �Cmm i E20 two ITC: 983.2 1 J BLD: 4.4' 990 TC: 983.1 2'X3' - - - -- - -��E BUD : 6.7' CIA : 48.0" a - - I. S, - 980 m0 m18 -- I 2 i0' -12 "R CP CL5 @1.0% -� I r °vv °�i . SAN �r m m IN 970 O zzz NNE E EXISTING m r I) JCTURES TO FINISHED )E HIM, 98618 I \ C \ 2fiGp�yfli 2 .9 _ GF 989.7 � � ?0 992.3 GF 994.0 - - -1- - "TF 990.7 'TF 993.3 "TF 995.0 ' FB LO LO ��. BF 982.7 LO 988.3 LO 990.0 `° m \ p rn BF 985.3 BF 987.0 10w ��° w \ _ (sas.7) XI (saz6) x X x x (989.3) \{(989.2)) - - _((987. - _((98@ 9.)i- 1 _ e. �Exl9 EGF 8_- i G rn0 rn 3 - h m O 0 0 _ n rnm2 m� H 7 m �. m `gym 4 - -) - -- -G 10 " � ci0 .6 q �v mq0� �)m O I�.a N in Lq 5 © ' i o �.o LCsI J L _L - m 7 / m -- - -x -- 13 m / 4 5tormwater h,0 4 x O F m v \ I r reatmerIt g `9d o - -L -- - - -L - -- eX� �' Fon 5 GF 998.0 - OCS1 CA •C� u) m m m ❑7 �,,. .. + �y 947 / / TF 998.3 m m O". s ,9 9 °, // / 1/Vp Q / O -Jo u_ .� 4 �PyJ / / BF 990.3 9U6�� / (989. TC: 986.1 BLD: 8.1' DIA:48.0" RAISE EXISTING STRUCTURES TO FINISHED GRADE TC: sa7:3 990 FES EX1 TC. 983.1 DIA: 48.0' TC: 983.8 X' APRON BLD: 6.7' BMH EXS TC: 977.9 X CY CL.3 - RIP -RAP CBMH EX3 m BMH EX2 TC: 975.8 BLD: 4.9' TC 973 9 DIA: 48.0" - -- - - - -- - 38 4' 21 "RCP BLD: 3 8' BLD: 5.1' CLA @ 1.04% 980 - DIA 48.0" _ . - DIA.48.0" - 108.2' -18 "RCP - - _ - -- 75.9' -21 "RCP °m ° CL.5 @ 0.83% - - - - - - -- 173.4' -24 "RCP °m pCL.4 @ 1.05% vo °a o 970 - - - - - 7 R - - - 97.4' -27 "RCP CLA @ 0.86 % 0.4' -27 "RC 79.7' 27'RCP CLA @ 0.69 % o z L4 @ 0.250 CLA @ 0.68% °o o ° Xi ° 6 > > - �� h 1885-2" CLA @ 1.03% m - 0 cc c� c� O m r >mm 960 m 55 Z Z - z . ?Z ? ' N N N N N NNE z z_ Jv0 +50 0 +00 1 +00 2 +00 3 +00 4 +00 5 +00 6 +00 7 +00 EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND /OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PHASE 3 BASE 01 CAW __02/22116 _ _ _ _ _ _ _BID SET_ _ _ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I DRAWN BY 02 CAW __02/29116 _ _ _ _ _ CITY COMMENTS SATHRE - BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE ERJ SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS 7, THE STATE OF MINI`*7,lrA. CHECKED BY 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. WIEMERSLAGE, P.E. 03/18/15 Date: Li.. No. c/ S zz TC: 996.4 BUD: 15.2' FINISHED GROUND DIA: 48.0" a [BLD4 - - - -- N 169.2' -18 "RCP 42.3' -18 "RCP 90.3' -18 "RCP CL.5 @ 1.30% CL.5 @ 0.66% CL.5 @ 0.94% - z am rnrnrn zz zzz RED �o SEE DETAIL OCS 1 TC: 986.6 BUD: 6.1' EXISTING GROUND CIA: 48.0" SAN X -ING,_ ' -.- L180.9' -18 "RCP m CL.5 @ 1.00% m rn z 8 +00 9 +00 10 +00 11 +00 12 +00 CITY PROJECT NO. ��ERS sOR�P _ SATHRE - BERGQUIST, INC. m y 150 SOUTH BROADWAY WAYZATA,MN.55391 (952)476 -6000 CORCORAN, MINNESOTA cNFRS P R�2 1000 990 980 15 "R P 00 % 970 I■I I 6 960 955 NoRt� 13 +00 13 +5Dg0 25 0 25 50 100 El 11 11 1 SCALE IN FEET FILE NO. FINAL STORM SEWER PLAN 5401 - 664 -400 RAVINIA 4TH ADDITION 10 zo W S a z BLD: 4.4' 990 TC: 983.1 2'X3' - - - -- - -��E BUD : 6.7' CIA : 48.0" a - - I. S, - 980 m0 m18 -- I 2 i0' -12 "R CP CL5 @1.0% -� I r °vv °�i . SAN �r m m IN 970 O zzz NNE E EXISTING m r I) JCTURES TO FINISHED )E HIM, 98618 I \ C \ 2fiGp�yfli 2 .9 _ GF 989.7 � � ?0 992.3 GF 994.0 - - -1- - "TF 990.7 'TF 993.3 "TF 995.0 ' FB LO LO ��. BF 982.7 LO 988.3 LO 990.0 `° m \ p rn BF 985.3 BF 987.0 10w ��° w \ _ (sas.7) XI (saz6) x X x x (989.3) \{(989.2)) - - _((987. - _((98@ 9.)i- 1 _ e. �Exl9 EGF 8_- i G rn0 rn 3 - h m O 0 0 _ n rnm2 m� H 7 m �. m `gym 4 - -) - -- -G 10 " � ci0 .6 q �v mq0� �)m O I�.a N in Lq 5 © ' i o �.o LCsI J L _L - m 7 / m -- - -x -- 13 m / 4 5tormwater h,0 4 x O F m v \ I r reatmerIt g `9d o - -L -- - - -L - -- eX� �' Fon 5 GF 998.0 - OCS1 CA •C� u) m m m ❑7 �,,. .. + �y 947 / / TF 998.3 m m O". s ,9 9 °, // / 1/Vp Q / O -Jo u_ .� 4 �PyJ / / BF 990.3 9U6�� / (989. TC: 986.1 BLD: 8.1' DIA:48.0" RAISE EXISTING STRUCTURES TO FINISHED GRADE TC: sa7:3 990 FES EX1 TC. 983.1 DIA: 48.0' TC: 983.8 X' APRON BLD: 6.7' BMH EXS TC: 977.9 X CY CL.3 - RIP -RAP CBMH EX3 m BMH EX2 TC: 975.8 BLD: 4.9' TC 973 9 DIA: 48.0" - -- - - - -- - 38 4' 21 "RCP BLD: 3 8' BLD: 5.1' CLA @ 1.04% 980 - DIA 48.0" _ . - DIA.48.0" - 108.2' -18 "RCP - - _ - -- 75.9' -21 "RCP °m ° CL.5 @ 0.83% - - - - - - -- 173.4' -24 "RCP °m pCL.4 @ 1.05% vo °a o 970 - - - - - 7 R - - - 97.4' -27 "RCP CLA @ 0.86 % 0.4' -27 "RC 79.7' 27'RCP CLA @ 0.69 % o z L4 @ 0.250 CLA @ 0.68% °o o ° Xi ° 6 > > - �� h 1885-2" CLA @ 1.03% m - 0 cc c� c� O m r >mm 960 m 55 Z Z - z . ?Z ? ' N N N N N NNE z z_ Jv0 +50 0 +00 1 +00 2 +00 3 +00 4 +00 5 +00 6 +00 7 +00 EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND /OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PHASE 3 BASE 01 CAW __02/22116 _ _ _ _ _ _ _BID SET_ _ _ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I DRAWN BY 02 CAW __02/29116 _ _ _ _ _ CITY COMMENTS SATHRE - BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE ERJ SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS 7, THE STATE OF MINI`*7,lrA. CHECKED BY 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. WIEMERSLAGE, P.E. 03/18/15 Date: Li.. No. c/ S zz TC: 996.4 BUD: 15.2' FINISHED GROUND DIA: 48.0" a [BLD4 - - - -- N 169.2' -18 "RCP 42.3' -18 "RCP 90.3' -18 "RCP CL.5 @ 1.30% CL.5 @ 0.66% CL.5 @ 0.94% - z am rnrnrn zz zzz RED �o SEE DETAIL OCS 1 TC: 986.6 BUD: 6.1' EXISTING GROUND CIA: 48.0" SAN X -ING,_ ' -.- L180.9' -18 "RCP m CL.5 @ 1.00% m rn z 8 +00 9 +00 10 +00 11 +00 12 +00 CITY PROJECT NO. ��ERS sOR�P _ SATHRE - BERGQUIST, INC. m y 150 SOUTH BROADWAY WAYZATA,MN.55391 (952)476 -6000 CORCORAN, MINNESOTA cNFRS P R�2 1000 990 980 15 "R P 00 % 970 I■I I 6 960 955 NoRt� 13 +00 13 +5Dg0 25 0 25 50 100 El 11 11 1 SCALE IN FEET FILE NO. FINAL STORM SEWER PLAN 5401 - 664 -400 RAVINIA 4TH ADDITION 10 zo W S a z )E HIM, 98618 I \ C \ 2fiGp�yfli 2 .9 _ GF 989.7 � � ?0 992.3 GF 994.0 - - -1- - "TF 990.7 'TF 993.3 "TF 995.0 ' FB LO LO ��. BF 982.7 LO 988.3 LO 990.0 `° m \ p rn BF 985.3 BF 987.0 10w ��° w \ _ (sas.7) XI (saz6) x X x x (989.3) \{(989.2)) - - _((987. - _((98@ 9.)i- 1 _ e. �Exl9 EGF 8_- i G rn0 rn 3 - h m O 0 0 _ n rnm2 m� H 7 m �. m `gym 4 - -) - -- -G 10 " � ci0 .6 q �v mq0� �)m O I�.a N in Lq 5 © ' i o �.o LCsI J L _L - m 7 / m -- - -x -- 13 m / 4 5tormwater h,0 4 x O F m v \ I r reatmerIt g `9d o - -L -- - - -L - -- eX� �' Fon 5 GF 998.0 - OCS1 CA •C� u) m m m ❑7 �,,. .. + �y 947 / / TF 998.3 m m O". s ,9 9 °, // / 1/Vp Q / O -Jo u_ .� 4 �PyJ / / BF 990.3 9U6�� / (989. TC: 986.1 BLD: 8.1' DIA:48.0" RAISE EXISTING STRUCTURES TO FINISHED GRADE TC: sa7:3 990 FES EX1 TC. 983.1 DIA: 48.0' TC: 983.8 X' APRON BLD: 6.7' BMH EXS TC: 977.9 X CY CL.3 - RIP -RAP CBMH EX3 m BMH EX2 TC: 975.8 BLD: 4.9' TC 973 9 DIA: 48.0" - -- - - - -- - 38 4' 21 "RCP BLD: 3 8' BLD: 5.1' CLA @ 1.04% 980 - DIA 48.0" _ . - DIA.48.0" - 108.2' -18 "RCP - - _ - -- 75.9' -21 "RCP °m ° CL.5 @ 0.83% - - - - - - -- 173.4' -24 "RCP °m pCL.4 @ 1.05% vo °a o 970 - - - - - 7 R - - - 97.4' -27 "RCP CLA @ 0.86 % 0.4' -27 "RC 79.7' 27'RCP CLA @ 0.69 % o z L4 @ 0.250 CLA @ 0.68% °o o ° Xi ° 6 > > - �� h 1885-2" CLA @ 1.03% m - 0 cc c� c� O m r >mm 960 m 55 Z Z - z . ?Z ? ' N N N N N NNE z z_ Jv0 +50 0 +00 1 +00 2 +00 3 +00 4 +00 5 +00 6 +00 7 +00 EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND /OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PHASE 3 BASE 01 CAW __02/22116 _ _ _ _ _ _ _BID SET_ _ _ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I DRAWN BY 02 CAW __02/29116 _ _ _ _ _ CITY COMMENTS SATHRE - BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE ERJ SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS 7, THE STATE OF MINI`*7,lrA. CHECKED BY 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. WIEMERSLAGE, P.E. 03/18/15 Date: Li.. No. c/ S zz TC: 996.4 BUD: 15.2' FINISHED GROUND DIA: 48.0" a [BLD4 - - - -- N 169.2' -18 "RCP 42.3' -18 "RCP 90.3' -18 "RCP CL.5 @ 1.30% CL.5 @ 0.66% CL.5 @ 0.94% - z am rnrnrn zz zzz RED �o SEE DETAIL OCS 1 TC: 986.6 BUD: 6.1' EXISTING GROUND CIA: 48.0" SAN X -ING,_ ' -.- L180.9' -18 "RCP m CL.5 @ 1.00% m rn z 8 +00 9 +00 10 +00 11 +00 12 +00 CITY PROJECT NO. ��ERS sOR�P _ SATHRE - BERGQUIST, INC. m y 150 SOUTH BROADWAY WAYZATA,MN.55391 (952)476 -6000 CORCORAN, MINNESOTA cNFRS P R�2 1000 990 980 15 "R P 00 % 970 I■I I 6 960 955 NoRt� 13 +00 13 +5Dg0 25 0 25 50 100 El 11 11 1 SCALE IN FEET FILE NO. FINAL STORM SEWER PLAN 5401 - 664 -400 RAVINIA 4TH ADDITION 10 zo W S a z TC: 986.1 BLD: 8.1' DIA:48.0" RAISE EXISTING STRUCTURES TO FINISHED GRADE TC: sa7:3 990 FES EX1 TC. 983.1 DIA: 48.0' TC: 983.8 X' APRON BLD: 6.7' BMH EXS TC: 977.9 X CY CL.3 - RIP -RAP CBMH EX3 m BMH EX2 TC: 975.8 BLD: 4.9' TC 973 9 DIA: 48.0" - -- - - - -- - 38 4' 21 "RCP BLD: 3 8' BLD: 5.1' CLA @ 1.04% 980 - DIA 48.0" _ . - DIA.48.0" - 108.2' -18 "RCP - - _ - -- 75.9' -21 "RCP °m ° CL.5 @ 0.83% - - - - - - -- 173.4' -24 "RCP °m pCL.4 @ 1.05% vo °a o 970 - - - - - 7 R - - - 97.4' -27 "RCP CLA @ 0.86 % 0.4' -27 "RC 79.7' 27'RCP CLA @ 0.69 % o z L4 @ 0.250 CLA @ 0.68% °o o ° Xi ° 6 > > - �� h 1885-2" CLA @ 1.03% m - 0 cc c� c� O m r >mm 960 m 55 Z Z - z . ?Z ? ' N N N N N NNE z z_ Jv0 +50 0 +00 1 +00 2 +00 3 +00 4 +00 5 +00 6 +00 7 +00 EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND /OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PHASE 3 BASE 01 CAW __02/22116 _ _ _ _ _ _ _BID SET_ _ _ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I DRAWN BY 02 CAW __02/29116 _ _ _ _ _ CITY COMMENTS SATHRE - BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE ERJ SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS 7, THE STATE OF MINI`*7,lrA. CHECKED BY 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. WIEMERSLAGE, P.E. 03/18/15 Date: Li.. No. c/ S zz TC: 996.4 BUD: 15.2' FINISHED GROUND DIA: 48.0" a [BLD4 - - - -- N 169.2' -18 "RCP 42.3' -18 "RCP 90.3' -18 "RCP CL.5 @ 1.30% CL.5 @ 0.66% CL.5 @ 0.94% - z am rnrnrn zz zzz RED �o SEE DETAIL OCS 1 TC: 986.6 BUD: 6.1' EXISTING GROUND CIA: 48.0" SAN X -ING,_ ' -.- L180.9' -18 "RCP m CL.5 @ 1.00% m rn z 8 +00 9 +00 10 +00 11 +00 12 +00 CITY PROJECT NO. ��ERS sOR�P _ SATHRE - BERGQUIST, INC. m y 150 SOUTH BROADWAY WAYZATA,MN.55391 (952)476 -6000 CORCORAN, MINNESOTA cNFRS P R�2 1000 990 980 15 "R P 00 % 970 I■I I 6 960 955 NoRt� 13 +00 13 +5Dg0 25 0 25 50 100 El 11 11 1 SCALE IN FEET FILE NO. FINAL STORM SEWER PLAN 5401 - 664 -400 RAVINIA 4TH ADDITION 10 zo W S a z zz TC: 996.4 BUD: 15.2' FINISHED GROUND DIA: 48.0" a [BLD4 - - - -- N 169.2' -18 "RCP 42.3' -18 "RCP 90.3' -18 "RCP CL.5 @ 1.30% CL.5 @ 0.66% CL.5 @ 0.94% - z am rnrnrn zz zzz RED �o SEE DETAIL OCS 1 TC: 986.6 BUD: 6.1' EXISTING GROUND CIA: 48.0" SAN X -ING,_ ' -.- L180.9' -18 "RCP m CL.5 @ 1.00% m rn z 8 +00 9 +00 10 +00 11 +00 12 +00 CITY PROJECT NO. ��ERS sOR�P _ SATHRE - BERGQUIST, INC. m y 150 SOUTH BROADWAY WAYZATA,MN.55391 (952)476 -6000 CORCORAN, MINNESOTA cNFRS P R�2 1000 990 980 15 "R P 00 % 970 I■I I 6 960 955 NoRt� 13 +00 13 +5Dg0 25 0 25 50 100 El 11 11 1 SCALE IN FEET FILE NO. FINAL STORM SEWER PLAN 5401 - 664 -400 RAVINIA 4TH ADDITION 10 zo W S a z SEE DETAIL OCS 1 TC: 986.6 BUD: 6.1' EXISTING GROUND CIA: 48.0" SAN X -ING,_ ' -.- L180.9' -18 "RCP m CL.5 @ 1.00% m rn z 8 +00 9 +00 10 +00 11 +00 12 +00 CITY PROJECT NO. ��ERS sOR�P _ SATHRE - BERGQUIST, INC. m y 150 SOUTH BROADWAY WAYZATA,MN.55391 (952)476 -6000 CORCORAN, MINNESOTA cNFRS P R�2 1000 990 980 15 "R P 00 % 970 I■I I 6 960 955 NoRt� 13 +00 13 +5Dg0 25 0 25 50 100 El 11 11 1 SCALE IN FEET FILE NO. FINAL STORM SEWER PLAN 5401 - 664 -400 RAVINIA 4TH ADDITION 10 zo W S a z w a a z a rp '83 98833 FB CARRIAGE WAY 1010 1 11010 RAISE EXISTING STRUCTURES TO FINISHED GRADE 1000 990 182d 22.5` BEN MH EX9 STA:6 +50.0 RIM; 989.9 BLD: 30.6 MH EX8 S TA:7 +50.0 RIM:987.9 BLD: 29.0 �- T -980.1 8" 22.5- BEND EXISTING -- __ � T.3 MIN GROUND BO -485.8 - -- MH EX7 STA: 41,1 +13.8 RIM:986.2 BLD: 28.0 HYDRANT FINISHED GROUND 00 COVER T9782 6" VALVE 980 940 HYDRA O 12 "STORM XING O 12'18" T 6' VALVE Y T- 98.4 L) < 990 8E.6" TEE - INV: 981.0 8 'x6"TEE 19' RI ER 970 111, STORM XING EXISTING GROUND REMOVE PLUG INV: 986.9 iT RISER CONNECT TO EX 8 "PVC Copp WM T - 977A 980 EXISTING 8"WM -- -- -- T-- 980.0 980 i T RISER VERIFY ELEVATION 8"GV `CAUTION EXISTING SMALL UTILITIES & IRRIGATION INSTALLED IN BOULEVARD SHALL BE AVOIDED. 970 970 15 RISER 1'4' RISER 970 950 EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING THE CONTRACTOR SHALL DETERMINE THE I ACT WORK. HE AGREES TO BE FULLY RESPONSIBLE FORANY 0 960 — n— n��— n —���� • • • • SCALE IN FEET AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. 8" PVC SDR 26 _ 8" PVC SDR 16 pj h 99.3 LF @Oqp% NO. 181 2 L .39° DATE REVISIONS m I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS S� z z FILE NO. PHASE 3 BASE > 950 02/2_2116 _ _ _ _ _ _ _BID SET_ _ _ _ _ _ _ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT z 1000 1ST DITION. GLEASON PARKWAY - GALLOWAY CIRCLE WATERMAIN LOOP 10101 11010 990 1000 1000 FINISHED GROUND 00 U 980 940 940 HYDRA O 990 6' VALVE Y T- 98.4 L) < 990 8E.6" TEE - 3 +00 \,— 970 111, STORM XING EXISTING GROUND REMOVE PLUG INV: 986.9 CONNECT TO EX 8 "PVC Copp WM 980 EXISTING 8"WM -- -- -- T-- 980.0 980 960 VERIFY ELEVATION 50 100 `CAUTION EXISTING SMALL UTILITIES & IRRIGATION INSTALLED IN BOULEVARD SHALL BE AVOIDED. 970 970 0 +00 1 +00 2 +00 3 +00 4 +00 -1 +00 950 EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING THE CONTRACTOR SHALL DETERMINE THE I ACT WORK. HE AGREES TO BE FULLY RESPONSIBLE FORANY 940 940 3 +00 2 +00 1 +00 0 +00 -0 +50 50 25 0 25 50 100 1 EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING THE CONTRACTOR SHALL DETERMINE THE I ACT WORK. HE AGREES TO BE FULLY RESPONSIBLE FORANY — n— n��— n —���� • • • • SCALE 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 I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS S� CITY PROJECT NO. FILE NO. PHASE 3 BASE 01 CAW_ 02/2_2116 _ _ _ _ _ _ _BID SET_ _ _ _ _ _ _ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I ERS R�F'< - FINAL SANITARY SEWER & WATE RMAI N PLAN 5401 664 -000 DR BY 02 CAW 02/29116 COMMENTS SATHRE- BERGOUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE " - EWRJ — — — — — — _ _ _ _ _CITY _ _ _ — — — — — — — — SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS O THE STATE OF MIN S A. w p SATHRE -BE RG QU I ST, INC. CHECKED BY — INDEMNIFY SATHRE- BERGOUIST ,INC.OF ALL RESPONSIBILITY. BROADWAY WAYZATA, MN. 55391 47fi CORCORAN, RAVINIA 4TH ADDITION 8 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ SATHRE- BERGOUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE 150.SOUTH (952) -6000 CAW — USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING s `vim MINNESOTA DATE -- - -- -- -------- - - - - -- FROM ILLEGITMATE USE. RLES A. WIEMERSLAGE, P.E. cNFRB P�pe�`' 2� 03118/15 Dale: Lic. NO. q(5� \ 1 EX F2 T1,985.4 970 .5 ron J /L it f U `I 800 BUD: 4.0' 986.5' ." 4. DIA 480 - DIA: 48. " (SHED GROUND - EXISTING GROUND 18 "- RCP -983.0 86.8' -12 "RCP 76.7' 15 "RCP CL.5 @2.65% CL.5 @ 2.48% O m z m m m TOP WEIR- 985.5 cc N 8'BITTRAIL NWL 984.0 A__11"RCP 28' -RCP INLET EX2 EXG11 - - "I I -'-- ee X - EX4 'e -.;-'E 1 EX F3 - � V 1 I I - 3 3 2 J II 4 II I I \ ` / �g - - - - -- BF /Sa /Saw LO \ /i g�s'S 10'4B 8'S S8W BF 976.8 V�9708 LO "2q WO RISEq `TF 58W BF 978.8 0 *54 WO 9]4H S&W BF 979.8 7 +22 WO I I I I S8W BF 979.8 0 +27 WO 975.8 BF 979.3 S&W V1/O 1 -1G BF 979.0 S&W WO 9750 II EXG12 XG25 9835 972.8 / _ GF9825 12 RISER TF 984.8 _ GF 984.5 13'RISFRTF 988.8 GF 986.5 975.8 4 TF 987.8 4' RISER 987.5 TF 987.8 GF 987 5 TF 98]3975.31 GF 987.0 -''TF 967.0 GF 986D 1 - - - - - - - -GF s -- - -- -- - -- Ex7 - EXG13 _ LLE [r� IEX13. / ss$ Be J FXGt4 I - - - - // ///� / 9 Rts] X•/. 5.3 -- GF - r - - - - - EX 16 nl - EXG24 I- o M w -T - / / SR 'TF nuc.S I 1000 990 980 970 965 CBMH 6 8800 TCD9_ T1,985.4 0.79 TOP FRONT 800 BUD: 4.0' 986.5' ." 4. DIA 480 - DIA: 48. " (SHED GROUND - EXISTING GROUND 18 "- RCP -983.0 86.8' -12 "RCP 76.7' 15 "RCP CL.5 @2.65% CL.5 @ 2.48% O m z m m m TOP WEIR- 985.5 ZZZ zz o;o tD m V N -0 +50 0 +00 1 +00 990 990 FE 13 ®RIPRAP 6'APRON -- - 462' 15'RCP 980 a L.5 @ 4.339A 0 980 970 L 1 +00 10001 0 +00 970 -0 +50 1000 990 980 970 965 2 +00 OUTLET STRUCTURE POND 5 -OS 1 - - 2 - Z TOP BACK- 987.25 0.79 TOP FRONT HWL -986.4 986.5' 17 0 NWL -984.0 1` 1 18 "- RCP -983.0 DRAINTILE Q "RCP 981.5 983.0 0.50' BOTTOM -977.0 TOP WEIR- 985.5 OUTLET NWL 984.0 A__11"RCP 28' -RCP INLET 0.50 1 oc 990 980 970 RAIS STRI G RA a - - - 2 - Z Z� 1 1 1 15 t to 8 7 17 0 - -- - -- 1` 1 NS \ GG O 1000 o G t� �Cmm i E20 two ITC: 983.2 1 J BLD: 4.4' 990 TC: 983.1 2'X3' - - - -- - -��E BUD : 6.7' CIA : 48.0" a - - I. S, - 980 m0 m18 -- I 2 i0' -12 "R CP CL5 @1.0% -� I r °vv °�i . SAN �r m m IN 970 O zzz NNE E EXISTING m r I) JCTURES TO FINISHED )E HIM, 98618 I \ C \ 2fiGp�yfli 2 .9 _ GF 989.7 � � ?0 992.3 GF 994.0 - - -1- - "TF 990.7 'TF 993.3 "TF 995.0 ' FB LO LO ��. BF 982.7 LO 988.3 LO 990.0 `° m \ p rn BF 985.3 BF 987.0 10w ��° w \ _ (sas.7) XI (saz6) x X x x (989.3) \{(989.2)) - - _((987. - _((98@ 9.)i- 1 _ e. �Exl9 EGF 8_- i G rn0 rn 3 - h m O 0 0 _ n rnm2 m� H 7 m �. m `gym 4 - -) - -- -G 10 " � ci0 .6 q �v mq0� �)m O I�.a N in Lq 5 © ' i o �.o LCsI J L _L - m 7 / m -- - -x -- 13 m / 4 5tormwater h,0 4 x O F m v \ I r reatmerIt g `9d o - -L -- - - -L - -- eX� �' Fon 5 GF 998.0 - OCS1 CA •C� u) m m m ❑7 �,,. .. + �y 947 / / TF 998.3 m m O". s ,9 9 °, // / 1/Vp Q / O -Jo u_ .� 4 �PyJ / / BF 990.3 9U6�� / (989. TC: 986.1 BLD: 8.1' DIA:48.0" RAISE EXISTING STRUCTURES TO FINISHED GRADE TC: sa7:3 990 FES EX1 TC. 983.1 DIA: 48.0' TC: 983.8 X' APRON BLD: 6.7' BMH EXS TC: 977.9 X CY CL.3 - RIP -RAP CBMH EX3 m BMH EX2 TC: 975.8 BLD: 4.9' TC 973 9 DIA: 48.0" - -- - - - -- - 38 4' 21 "RCP BLD: 3 8' BLD: 5.1' CLA @ 1.04% 980 - DIA 48.0" _ . - DIA.48.0" - 108.2' -18 "RCP - - _ - -- 75.9' -21 "RCP °m ° CL.5 @ 0.83% - - - - - - -- 173.4' -24 "RCP °m pCL.4 @ 1.05% vo °a o 970 - - - - - 7 R - - - 97.4' -27 "RCP CLA @ 0.86 % 0.4' -27 "RC 79.7' 27'RCP CLA @ 0.69 % o z L4 @ 0.250 CLA @ 0.68% °o o ° Xi ° 6 > > - �� h 1885-2" CLA @ 1.03% m - 0 cc c� c� O m r >mm 960 m 55 Z Z - z . ?Z ? ' N N N N N NNE z z_ Jv0 +50 0 +00 1 +00 2 +00 3 +00 4 +00 5 +00 6 +00 7 +00 EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND /OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PHASE 3 BASE 01 CAW __02/22116 _ _ _ _ _ _ _BID SET_ _ _ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I DRAWN BY 02 CAW __02/29116 _ _ _ _ _ CITY COMMENTS SATHRE - BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE ERJ SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS 7, THE STATE OF MINI`*7,lrA. CHECKED BY 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. WIEMERSLAGE, P.E. 03/18/15 Date: Li.. No. c/ S zz TC: 996.4 BUD: 15.2' FINISHED GROUND DIA: 48.0" a [BLD4 - - - -- N 169.2' -18 "RCP 42.3' -18 "RCP 90.3' -18 "RCP CL.5 @ 1.30% CL.5 @ 0.66% CL.5 @ 0.94% - z am rnrnrn zz zzz RED �o SEE DETAIL OCS 1 TC: 986.6 BUD: 6.1' EXISTING GROUND CIA: 48.0" SAN X -ING,_ ' -.- L180.9' -18 "RCP m CL.5 @ 1.00% m rn z 8 +00 9 +00 10 +00 11 +00 12 +00 CITY PROJECT NO. ��ERS sOR�P _ SATHRE - BERGQUIST, INC. m y 150 SOUTH BROADWAY WAYZATA,MN.55391 (952)476 -6000 CORCORAN, MINNESOTA cNFRS P R�2 1000 990 980 15 "R P 00 % 970 I■I I 6 960 955 NoRt� 13 +00 13 +5Dg0 25 0 25 50 100 El 11 11 1 SCALE IN FEET FILE NO. FINAL STORM SEWER PLAN 5401 - 664 -400 RAVINIA 4TH ADDITION 10 zo W S a z BLD: 4.4' 990 TC: 983.1 2'X3' - - - -- - -��E BUD : 6.7' CIA : 48.0" a - - I. S, - 980 m0 m18 -- I 2 i0' -12 "R CP CL5 @1.0% -� I r °vv °�i . SAN �r m m IN 970 O zzz NNE E EXISTING m r I) JCTURES TO FINISHED )E HIM, 98618 I \ C \ 2fiGp�yfli 2 .9 _ GF 989.7 � � ?0 992.3 GF 994.0 - - -1- - "TF 990.7 'TF 993.3 "TF 995.0 ' FB LO LO ��. BF 982.7 LO 988.3 LO 990.0 `° m \ p rn BF 985.3 BF 987.0 10w ��° w \ _ (sas.7) XI (saz6) x X x x (989.3) \{(989.2)) - - _((987. - _((98@ 9.)i- 1 _ e. �Exl9 EGF 8_- i G rn0 rn 3 - h m O 0 0 _ n rnm2 m� H 7 m �. m `gym 4 - -) - -- -G 10 " � ci0 .6 q �v mq0� �)m O I�.a N in Lq 5 © ' i o �.o LCsI J L _L - m 7 / m -- - -x -- 13 m / 4 5tormwater h,0 4 x O F m v \ I r reatmerIt g `9d o - -L -- - - -L - -- eX� �' Fon 5 GF 998.0 - OCS1 CA •C� u) m m m ❑7 �,,. .. + �y 947 / / TF 998.3 m m O". s ,9 9 °, // / 1/Vp Q / O -Jo u_ .� 4 �PyJ / / BF 990.3 9U6�� / (989. TC: 986.1 BLD: 8.1' DIA:48.0" RAISE EXISTING STRUCTURES TO FINISHED GRADE TC: sa7:3 990 FES EX1 TC. 983.1 DIA: 48.0' TC: 983.8 X' APRON BLD: 6.7' BMH EXS TC: 977.9 X CY CL.3 - RIP -RAP CBMH EX3 m BMH EX2 TC: 975.8 BLD: 4.9' TC 973 9 DIA: 48.0" - -- - - - -- - 38 4' 21 "RCP BLD: 3 8' BLD: 5.1' CLA @ 1.04% 980 - DIA 48.0" _ . - DIA.48.0" - 108.2' -18 "RCP - - _ - -- 75.9' -21 "RCP °m ° CL.5 @ 0.83% - - - - - - -- 173.4' -24 "RCP °m pCL.4 @ 1.05% vo °a o 970 - - - - - 7 R - - - 97.4' -27 "RCP CLA @ 0.86 % 0.4' -27 "RC 79.7' 27'RCP CLA @ 0.69 % o z L4 @ 0.250 CLA @ 0.68% °o o ° Xi ° 6 > > - �� h 1885-2" CLA @ 1.03% m - 0 cc c� c� O m r >mm 960 m 55 Z Z - z . ?Z ? ' N N N N N NNE z z_ Jv0 +50 0 +00 1 +00 2 +00 3 +00 4 +00 5 +00 6 +00 7 +00 EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND /OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PHASE 3 BASE 01 CAW __02/22116 _ _ _ _ _ _ _BID SET_ _ _ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I DRAWN BY 02 CAW __02/29116 _ _ _ _ _ CITY COMMENTS SATHRE - BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE ERJ SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS 7, THE STATE OF MINI`*7,lrA. CHECKED BY 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. WIEMERSLAGE, P.E. 03/18/15 Date: Li.. No. c/ S zz TC: 996.4 BUD: 15.2' FINISHED GROUND DIA: 48.0" a [BLD4 - - - -- N 169.2' -18 "RCP 42.3' -18 "RCP 90.3' -18 "RCP CL.5 @ 1.30% CL.5 @ 0.66% CL.5 @ 0.94% - z am rnrnrn zz zzz RED �o SEE DETAIL OCS 1 TC: 986.6 BUD: 6.1' EXISTING GROUND CIA: 48.0" SAN X -ING,_ ' -.- L180.9' -18 "RCP m CL.5 @ 1.00% m rn z 8 +00 9 +00 10 +00 11 +00 12 +00 CITY PROJECT NO. ��ERS sOR�P _ SATHRE - BERGQUIST, INC. m y 150 SOUTH BROADWAY WAYZATA,MN.55391 (952)476 -6000 CORCORAN, MINNESOTA cNFRS P R�2 1000 990 980 15 "R P 00 % 970 I■I I 6 960 955 NoRt� 13 +00 13 +5Dg0 25 0 25 50 100 El 11 11 1 SCALE IN FEET FILE NO. FINAL STORM SEWER PLAN 5401 - 664 -400 RAVINIA 4TH ADDITION 10 zo W S a z )E HIM, 98618 I \ C \ 2fiGp�yfli 2 .9 _ GF 989.7 � � ?0 992.3 GF 994.0 - - -1- - "TF 990.7 'TF 993.3 "TF 995.0 ' FB LO LO ��. BF 982.7 LO 988.3 LO 990.0 `° m \ p rn BF 985.3 BF 987.0 10w ��° w \ _ (sas.7) XI (saz6) x X x x (989.3) \{(989.2)) - - _((987. - _((98@ 9.)i- 1 _ e. �Exl9 EGF 8_- i G rn0 rn 3 - h m O 0 0 _ n rnm2 m� H 7 m �. m `gym 4 - -) - -- -G 10 " � ci0 .6 q �v mq0� �)m O I�.a N in Lq 5 © ' i o �.o LCsI J L _L - m 7 / m -- - -x -- 13 m / 4 5tormwater h,0 4 x O F m v \ I r reatmerIt g `9d o - -L -- - - -L - -- eX� �' Fon 5 GF 998.0 - OCS1 CA •C� u) m m m ❑7 �,,. .. + �y 947 / / TF 998.3 m m O". s ,9 9 °, // / 1/Vp Q / O -Jo u_ .� 4 �PyJ / / BF 990.3 9U6�� / (989. TC: 986.1 BLD: 8.1' DIA:48.0" RAISE EXISTING STRUCTURES TO FINISHED GRADE TC: sa7:3 990 FES EX1 TC. 983.1 DIA: 48.0' TC: 983.8 X' APRON BLD: 6.7' BMH EXS TC: 977.9 X CY CL.3 - RIP -RAP CBMH EX3 m BMH EX2 TC: 975.8 BLD: 4.9' TC 973 9 DIA: 48.0" - -- - - - -- - 38 4' 21 "RCP BLD: 3 8' BLD: 5.1' CLA @ 1.04% 980 - DIA 48.0" _ . - DIA.48.0" - 108.2' -18 "RCP - - _ - -- 75.9' -21 "RCP °m ° CL.5 @ 0.83% - - - - - - -- 173.4' -24 "RCP °m pCL.4 @ 1.05% vo °a o 970 - - - - - 7 R - - - 97.4' -27 "RCP CLA @ 0.86 % 0.4' -27 "RC 79.7' 27'RCP CLA @ 0.69 % o z L4 @ 0.250 CLA @ 0.68% °o o ° Xi ° 6 > > - �� h 1885-2" CLA @ 1.03% m - 0 cc c� c� O m r >mm 960 m 55 Z Z - z . ?Z ? ' N N N N N NNE z z_ Jv0 +50 0 +00 1 +00 2 +00 3 +00 4 +00 5 +00 6 +00 7 +00 EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND /OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PHASE 3 BASE 01 CAW __02/22116 _ _ _ _ _ _ _BID SET_ _ _ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I DRAWN BY 02 CAW __02/29116 _ _ _ _ _ CITY COMMENTS SATHRE - BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE ERJ SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS 7, THE STATE OF MINI`*7,lrA. CHECKED BY 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. WIEMERSLAGE, P.E. 03/18/15 Date: Li.. No. c/ S zz TC: 996.4 BUD: 15.2' FINISHED GROUND DIA: 48.0" a [BLD4 - - - -- N 169.2' -18 "RCP 42.3' -18 "RCP 90.3' -18 "RCP CL.5 @ 1.30% CL.5 @ 0.66% CL.5 @ 0.94% - z am rnrnrn zz zzz RED �o SEE DETAIL OCS 1 TC: 986.6 BUD: 6.1' EXISTING GROUND CIA: 48.0" SAN X -ING,_ ' -.- L180.9' -18 "RCP m CL.5 @ 1.00% m rn z 8 +00 9 +00 10 +00 11 +00 12 +00 CITY PROJECT NO. ��ERS sOR�P _ SATHRE - BERGQUIST, INC. m y 150 SOUTH BROADWAY WAYZATA,MN.55391 (952)476 -6000 CORCORAN, MINNESOTA cNFRS P R�2 1000 990 980 15 "R P 00 % 970 I■I I 6 960 955 NoRt� 13 +00 13 +5Dg0 25 0 25 50 100 El 11 11 1 SCALE IN FEET FILE NO. FINAL STORM SEWER PLAN 5401 - 664 -400 RAVINIA 4TH ADDITION 10 zo W S a z TC: 986.1 BLD: 8.1' DIA:48.0" RAISE EXISTING STRUCTURES TO FINISHED GRADE TC: sa7:3 990 FES EX1 TC. 983.1 DIA: 48.0' TC: 983.8 X' APRON BLD: 6.7' BMH EXS TC: 977.9 X CY CL.3 - RIP -RAP CBMH EX3 m BMH EX2 TC: 975.8 BLD: 4.9' TC 973 9 DIA: 48.0" - -- - - - -- - 38 4' 21 "RCP BLD: 3 8' BLD: 5.1' CLA @ 1.04% 980 - DIA 48.0" _ . - DIA.48.0" - 108.2' -18 "RCP - - _ - -- 75.9' -21 "RCP °m ° CL.5 @ 0.83% - - - - - - -- 173.4' -24 "RCP °m pCL.4 @ 1.05% vo °a o 970 - - - - - 7 R - - - 97.4' -27 "RCP CLA @ 0.86 % 0.4' -27 "RC 79.7' 27'RCP CLA @ 0.69 % o z L4 @ 0.250 CLA @ 0.68% °o o ° Xi ° 6 > > - �� h 1885-2" CLA @ 1.03% m - 0 cc c� c� O m r >mm 960 m 55 Z Z - z . ?Z ? ' N N N N N NNE z z_ Jv0 +50 0 +00 1 +00 2 +00 3 +00 4 +00 5 +00 6 +00 7 +00 EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND /OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PHASE 3 BASE 01 CAW __02/22116 _ _ _ _ _ _ _BID SET_ _ _ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I DRAWN BY 02 CAW __02/29116 _ _ _ _ _ CITY COMMENTS SATHRE - BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE ERJ SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS 7, THE STATE OF MINI`*7,lrA. CHECKED BY 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. WIEMERSLAGE, P.E. 03/18/15 Date: Li.. No. c/ S zz TC: 996.4 BUD: 15.2' FINISHED GROUND DIA: 48.0" a [BLD4 - - - -- N 169.2' -18 "RCP 42.3' -18 "RCP 90.3' -18 "RCP CL.5 @ 1.30% CL.5 @ 0.66% CL.5 @ 0.94% - z am rnrnrn zz zzz RED �o SEE DETAIL OCS 1 TC: 986.6 BUD: 6.1' EXISTING GROUND CIA: 48.0" SAN X -ING,_ ' -.- L180.9' -18 "RCP m CL.5 @ 1.00% m rn z 8 +00 9 +00 10 +00 11 +00 12 +00 CITY PROJECT NO. ��ERS sOR�P _ SATHRE - BERGQUIST, INC. m y 150 SOUTH BROADWAY WAYZATA,MN.55391 (952)476 -6000 CORCORAN, MINNESOTA cNFRS P R�2 1000 990 980 15 "R P 00 % 970 I■I I 6 960 955 NoRt� 13 +00 13 +5Dg0 25 0 25 50 100 El 11 11 1 SCALE IN FEET FILE NO. FINAL STORM SEWER PLAN 5401 - 664 -400 RAVINIA 4TH ADDITION 10 zo W S a z zz TC: 996.4 BUD: 15.2' FINISHED GROUND DIA: 48.0" a [BLD4 - - - -- N 169.2' -18 "RCP 42.3' -18 "RCP 90.3' -18 "RCP CL.5 @ 1.30% CL.5 @ 0.66% CL.5 @ 0.94% - z am rnrnrn zz zzz RED �o SEE DETAIL OCS 1 TC: 986.6 BUD: 6.1' EXISTING GROUND CIA: 48.0" SAN X -ING,_ ' -.- L180.9' -18 "RCP m CL.5 @ 1.00% m rn z 8 +00 9 +00 10 +00 11 +00 12 +00 CITY PROJECT NO. ��ERS sOR�P _ SATHRE - BERGQUIST, INC. m y 150 SOUTH BROADWAY WAYZATA,MN.55391 (952)476 -6000 CORCORAN, MINNESOTA cNFRS P R�2 1000 990 980 15 "R P 00 % 970 I■I I 6 960 955 NoRt� 13 +00 13 +5Dg0 25 0 25 50 100 El 11 11 1 SCALE IN FEET FILE NO. FINAL STORM SEWER PLAN 5401 - 664 -400 RAVINIA 4TH ADDITION 10 zo W S a z SEE DETAIL OCS 1 TC: 986.6 BUD: 6.1' EXISTING GROUND CIA: 48.0" SAN X -ING,_ ' -.- L180.9' -18 "RCP m CL.5 @ 1.00% m rn z 8 +00 9 +00 10 +00 11 +00 12 +00 CITY PROJECT NO. ��ERS sOR�P _ SATHRE - BERGQUIST, INC. m y 150 SOUTH BROADWAY WAYZATA,MN.55391 (952)476 -6000 CORCORAN, MINNESOTA cNFRS P R�2 1000 990 980 15 "R P 00 % 970 I■I I 6 960 955 NoRt� 13 +00 13 +5Dg0 25 0 25 50 100 El 11 11 1 SCALE IN FEET FILE NO. FINAL STORM SEWER PLAN 5401 - 664 -400 RAVINIA 4TH ADDITION 10 zo W S a z X, Q 8'BITTRAIL I 1 10 9 2 8 7 m EXG11 4 *!KF= - -------- X5I-- - - - - - 6 EX F3 7 4 � 3 2 Ai L pm.8)r 6 4 x x x x x x (981.3) (98Z3) (985.6) (985.1) (987,6) (989.1) X BF 979 0 BE 980.0 1 1 BE 983.3 1 1 0 LO 983.0 1 1 LO 986.3 BE 985.8 1 1 BE 988.3 SF,989.8 LO LO LO wo wo BE 979 8 1 1 BE 971.3 S&W I BE 979.0 S&W wo W3� SlW IF911,1 BF171.1 - '16 -TF 987.0 TF 988.0 TF 991.3 TF 993.8 TF 996.3 TF 99 0,2? WO 211s Lo -2 WO IF3 GIF 986 GF 987 7 1 1 91.0 GF 993.5 GF 996,0 GF hI97 wo WO 7.8 Wq WO , 3 972 a 171' Tl,,7, Tl 987.3' TF 117,1 OF 9 .5 ;-p 0 -F - RISER TF 984,8 13 RISERTF986�8 982.5 12 GF 984 5 GF 986.5 RlSEqTF987.8 GF 9ST5 GF 987.0 GF 986G -,9,9,? 5 GF 987.5 99" 5 N - - - - - - I XIS, Y-Cl RCLF .0 9?0 4 EX7� < WETI-A\ND #,JH E-- - T EXG I -G-F 989.7 GIF 9913 GF 994.0- IEX7 990.7 993.3 995.0 Gp 96 7 rl GF 985,5 BF 982.7 LO 988.3 LO 990.0 BF 985.3 BF 987.0 N� " R�t -CEXG1 6 --be -f - - - - - - - FB LO LO 3 SSW 6 �2 10 L05 ).7) (987.6) (989.3) ts yl I \ 116,1 'RISER 13F 97Ei*� x x x - - - - - - - - IF Lo'- T LL -� I S "\ 129'30 6' - 2 \ - - - - - - - - - - Xlq) 0 2 [EX F 51 7 9 0 4 -9 a 2 F 2. .5 F 3 1 0'tIi� 4 0 F� F , 10 2 as 2 S I, 1 0 A �: � a g 0 12 j_ 0., -iL 4- 4 o IL �l 1,6 L x FEX91 t go 8 921- - - - - - - - - - - - - 3 5tormwater 0 -i 4 5 TreatmerIt E-, �o OCS 1 pon� - - - - - - - - L - - - - GIF W 5.0 + 3.3 p TF 99 W, 984 1000 1000 1000 1000 RAISE EXISTING STRUCTURES TO FINISHED GRADE Tr. 995,� TC. 995.6 TC 4; .LD�9 loolo BLD.4 BLD: 4.5' S _ _ 1000 CIA 48. DIA: 48.0" BMH 92E 0 C �', 15 983 UAPRON 13.1 TC: 984.0 E 6 BLD 4.0' DIA 4 . ,3 C: 983.8 BLD'4.5:. CIA 48.0" 990 TBCL 6 2�? C. 9 990 C, CL 990 0 =N) 990 2 EXISTING GROUND TBCLD985 BLD. BMH14 BLD: 8.9' RIP r. DIA: 4 CIA a m a TC: 977.9 FINISHED GROUND EXISTING GROUND 48.0" DIk 60.0" 990 28.4'-12"RCP_ 990 BLD: BILD 4.4' Dik'4190" m -- ---------------- -- CL.5 @ 1.41% SAN 79.4'-15"RCP DIA: 48.0" 980 X-ING o 980 -- 9 .8'-15"RCP 980 980 - - - - - - �2 CL.5 @ 2.64% CL.5 @ 3.51% y . 1 .-1 5"RCP yl ;l 64.0 . m . . 75.9'-15"RCP 93.9-15'RCP CL.5 @ 1.22% 199.21-21 "RCP 980 > > CL,5 @ 1,32% 980 CL.5 @ 1.06% 60.3'-24"RCP 50.9'-24"RCP z z 204.1'-15"RCP > CLA @ 0.45% N ig q q S oo CLA @ 0.66%� SLO @ 0.7go/5 CL.5 @ 1.96% 970 z 5 970 1. z, 970 �2 > > 28.0'-1 5"RCP m ci 970 6 6 SAN 1. Im X-1Z CL.5 @ 0.71% z > > > 6 i j L6 tn tl zz ZzZ zzz �2 970 �2 U 2+50 2,00 1+00 0+00 -0+50 zzz Z Z 960 960 960 960 3-50 3+00 2+00 1+00 0+00 -0+50 �2 �2 RAISE EXISTING STRUCTURES TO FINISHED GRADE 950 -j 950 -0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 ,v- t"v, 50 25 0 25 50 100 EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXI ATE WAY ONITY. THE CON-11 HAUL DETERMINE THE EXACT LE IN FEET LOCATIO OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO. FILE NO. PHASE 3 BASE _ 01 _ CAW__02/22116 .. . . . . . . BID SET . . . . . . . INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I slj,� FINAL STORM SEWER PLAN 5401-664-400 DRAWNBY - 02 _ CAW__02/29116 .. . . . . . CITY COMMENTS . . . . . SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USEWITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE ERJ SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS 0 = THE STATE OF MINNES A, SATHRE-BERGQUIST, INC. - - - - - - -- - - - -- - - - - - - - - - - - - - - - - - INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. RAVINIA 4TH ADDITION QUIST, INC. RESERVES THE RIGHT TO HOLD ANY 150 SOUTH BROADWAY WAYZATA, MN 55391 (952) 4711-6000 CAW )SS CHECKEDBY - - - - - -- - - - -- - - - - - - - - - - - - - - - - - SATHRE-BERG ILL:GTMATE CORCORAN, - - - - - - - -- - - - -- - - - - - - - - - - - - - - - - - USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR I-C E RESULTING 7�4,0- - MINNESOTA DATE �GHARMWITERSLAGE, P.E. 03118/F5-1 - - - FROM ILLEGITMATE USE. Date C) /6 Lic. No.�� q_(jg 1� LENNAR z 1000 990 980 970 960 950 -0 +50 0 +00 a� BMH EX 1 TC: 980.0 BLD: 7.2' DIA: 48.0" - 101.8' -21 "RCP 119.5' -18 "RCP CL.4 @ 0.49% _ CL.5 @ 0.50% 5 Starmwater I EX 15 CBMH EX 16 BMH EX 1 TC: 980.0 BLD: 7.2' DIA: 48.0" - 101.8' -21 "RCP 119.5' -18 "RCP CL.4 @ 0.49% _ CL.5 @ 0.50% P Y CBMH EXG12 TC: 978.0 BLD: 4.6' -DIA 48.0" �-- 5 Starmwater I EX 15 CBMH EX 16 ((4161.6)) (l9Bi.61} % - tteas*1j x x x _ 982.3 ( ) (985.6) (985.1) (9, BF 979j) BF 980.0 BF 983.3 DIA:48.0 ". DIA: 48.0" EXF2 9 -70,5 Pond 4 1 O 986.3 1 LO 1 BF 985.8 1 WO BF - VA *TF 987.0 - TF 991.3 TF 993.8 T 97� GF 986.0 GF 987.7. 8'BITTRAIL -GF 993_5= _GF wExza I I b l EX2 DRAWING NAME NO. Y- CIRGLE�. - _ EXG11 - DIA: 48.0" EXISTING GROUND _ �_ _ CL.5 @ 0.539X. _ - _ - -- - EX F3 7 PHASE 3 BASE 3 CAW __02/22116 _ _ _ _ _ _ _BID SET_ _ _ _ _ _ _ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I 6 5 4 3 2 1 5401 664 -000 DR ERRJ BY 02 - CAW - - 02/29/16 - - - - - - - -CITY COMMENTS - - - - - - - - - - - SAID AUTHORIZATION ER IZATIO , ICON EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS O THE STATE OF MIN S A. w , SATHRE - BERGQUIST, INC. - CHECKED BY - INDEMNIFY SATHRE- BERGQUIST, INC. OF ALL RESPONSIBILITY. /� / m aF9]5. .5 BE L 0 wo 'TF BE Wo BE 979.8 WO BWO BWO I BE W0 \ EXG72 \ \EXG25 983.5 TF 984.8 �'F982.5 TF 986 B TF 987.8 TF 987.8. GF 987.5 TF 987.3 GF 987.0 G F 987.0 GF 986.0 \\ y \ GF 984.5 GF 986.5 GF 987.5 CAW - -- - -- _ USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING J I� RLES A. WIEMERSLAGE, P.E. s GN 1 MINNESOTA L E N NAR ry DATE - - - EXG13 - - - - - - - - - - - - - - - - FROM ILLEGITMATE USE. E. FRS e'`� Pia EX6 lip I- EX13 P Y CBMH EXG12 TC: 978.0 BLD: 4.6' -DIA 48.0" �-- 5 EX 15 CBMH EX 16 ((4161.6)) (l9Bi.61} % - tteas*1j x x x (981.3) 982.3 ( ) (985.6) (985.1) (9, BF 979j) BF 980.0 BF 983.3 DIA:48.0 ". DIA: 48.0" 28� I LO 982.0 LO LO 983.0 1 L 1 O 986.3 1 LO 1 BF 985.8 1 WO BF - VA *TF 987.0 TF 988.0 TF 991.3 TF 993.8 TF 1 GF 986.0 GF 987.7. .. _ GF 991_0_ -GF 993_5= _GF wExza I I b l - SALLO Irlrt' DRAWING NAME NO. Y- CIRGLE�. DATE _ USE (INCLUDING COPYING, DISTRIBUTION, AND /OR CONVEYANCE OF -ICI DIA: 48.0" EX F4 �\ mY - -< .� EX14 c 9753 i' _ o EXG14 -E - - - - _ IEX7 EX6 - _ GF 989.7 6F 992.3 GF 994.0 EX8 - -- - - �Fxt�l� 'TF 990.7 'TF 993.3 "TF 995.0 983 ,9953 EXG, GF 985.5 r - ExGea r - - -- -v - - v FB LO LO F A A BF 982.7 LO 988.3 LO 990.0 / BF9]]6 "TF 986.5 -J \ c BF 985.3 BF 987.0 Lo 3 BF 9 - - m 2 \ m o r (989.7) (987,6) (989.3) 81.5 m0 yT z FLLLL \ O x M x 1x 1 % 978.5 T r ¢ , m + \ - 989. .. 987 - (( 1U 8&8 �`\\\ 2- - - r - - - - -- - - _ -.. \ �� EX A / I I % II 3 O�'� - 4 o 12 oLq m 5 li ❑ RAISE EXISTING STRUCTURES TO FINISHED GRADE 97.4' -15 "RCP CL.5 @ 0.10% __ - - -- 111.6' -15 "RCP CL.5 @ 1.97% - - -_- - 163.8' -15 "RCP CL.5 @ 2.14% 0 0 11 11 1 w 167.9' -15 "RCP o o 6 m rn a s CL.5 @ 1.37% m 00 » » z z zzz n 7,z z io 1 +00 2 +00 3 +00 4 +00 5 +00 6 +00 7 +00 8 +00 1000 990 990 980 980 970 970 960 960 J 950 9 +00 TC: 977.6 TIC 977.5 BLD 41' BLD: 3.4' DIA 48 0" 2' z 2 .0' -18 "R P CL5 @2.1 % ci v ci m >_ _ » z zzz nm 950 -0 +50 0 +00 990 980 990 970 980 960 970 L:LS -txu�a CBM EXG16 TC: 98fi.0 TC 986.0 BLD: 5.1' BLD: 5.3' 2' X DIA. 48.0" 28.0' -12 "RCP ono CL.5 @ 0.71% lol mmm m zzz z � iO N lV J 950 960 1 +00 -0 +50 0 +00 990 980 970 J 960 1 +00 EX 15 CBMH EX 16 TC. 985.8 TC: 986.0 0DIA48.0" BLD: 5.3' BLD: 5.3' DIA:48.0 ". DIA: 48.0" 0 25 50 100 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. TC: 981.8 I� ❑ 11 ❑ ❑ LJI SCALE IN FEET BLD: 4.8' FINISHED GROUND -- TC: 977.6 DIA: 48.0" DRAWING NAME NO. BLD: 4.1' DATE _" 37.5'-15 "RCP USE (INCLUDING COPYING, DISTRIBUTION, AND /OR CONVEYANCE OF - -- DIA: 48.0" EXISTING GROUND _ �_ _ CL.5 @ 0.539X. _ _ - -- - FILE NO. 97.4' -15 "RCP CL.5 @ 0.10% __ - - -- 111.6' -15 "RCP CL.5 @ 1.97% - - -_- - 163.8' -15 "RCP CL.5 @ 2.14% 0 0 11 11 1 w 167.9' -15 "RCP o o 6 m rn a s CL.5 @ 1.37% m 00 » » z z zzz n 7,z z io 1 +00 2 +00 3 +00 4 +00 5 +00 6 +00 7 +00 8 +00 1000 990 990 980 980 970 970 960 960 J 950 9 +00 TC: 977.6 TIC 977.5 BLD 41' BLD: 3.4' DIA 48 0" 2' z 2 .0' -18 "R P CL5 @2.1 % ci v ci m >_ _ » z zzz nm 950 -0 +50 0 +00 990 980 990 970 980 960 970 L:LS -txu�a CBM EXG16 TC: 98fi.0 TC 986.0 BLD: 5.1' BLD: 5.3' 2' X DIA. 48.0" 28.0' -12 "RCP ono CL.5 @ 0.71% lol mmm m zzz z � iO N lV J 950 960 1 +00 -0 +50 0 +00 990 980 970 J 960 1 +00 T Q G! ),\ 4'." 50 25 0 25 50 100 EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. I� ❑ 11 ❑ ❑ LJI 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 S� CITY PROJECT NO. FILE NO. PHASE 3 BASE 01 CAW __02/22116 _ _ _ _ _ _ _BID SET_ _ _ _ _ _ _ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I ERS R�F'< - FINAL STORM SEWER PLAN 5401 664 -000 DR ERRJ BY 02 - CAW - - 02/29/16 - - - - - - - -CITY COMMENTS - - - - - - - - - - - SAID AUTHORIZATION ER IZATIO , ICON EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS O THE STATE OF MIN S A. w , SATHRE - BERGQUIST, INC. - CHECKED BY - INDEMNIFY SATHRE- BERGQUIST, INC. OF ALL RESPONSIBILITY. /� m CORCO RAN, RAVINIA 4TH ADDITION 2 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - SATHRE - BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE -�1 m "" y 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476 -6000 CAW - -- - -- ---------------- USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING J I� RLES A. WIEMERSLAGE, P.E. s GN `�� MINNESOTA L E N NAR ry DATE - - - - - - - - - - - - - - - - - - - - - - FROM ILLEGITMATE USE. cl S � FRS e'`� Pia LO 03/18/15 Dale: 16 Li.. No. T Q G! ------- T INS TALL SILT FENCE AS SHOWN ON PLAN, AS REQUIRED BY THE CITY OF CORCORARELM CREEK WATERSHED DISTRICT OR DIRECTED BY THE ENGINEER. 2. THE WATER QUALITY POND MUST BE EXCAVATED AT THE BEGINNING OF GRADING OPERATIONS TO PROVIDE TEMPO. STORM WATER DETENTION DURING CONSTRUCTION. SANQCLAYS, 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 0 - 0. ------- STOW WATER POLLUTION PREVENTION PLAIN. -------------- 3. BEGIN GRADING, INSTALL PERFORATED RISER PIPE IN PONDS WHEN POND GRADING IS COMPLETE. TEMPORARY DRAINAGE PIPE SHALL BE USED FOR INTERMEDIATE DRAINAGE ------ - ---------- DURING THE CONSTRUCTION PERIOD AS NECESSARY AND DIRECTED BY THE ENGINEER. THE 1, 21 - ------ TEMPORARY DRAINAGE PIPES SHALL BE INCIDENTIAL TO THE GRADING OPERATIONS. INSTALL 05 700 ------ 9 S ROUND EXCAVATED POND, AFTER THE AS BY THE ENGINEER. -BUILT ELEVATIONS HAVE BEEN VERIFIED ILTFENCE 0 S HA ---------- -,\ 4. INSPECT POND, SILT FENCE, AND ROCK ENTRANCE BERM AFTER ALL RAINFALL EVENTS AS _j '70 REQUIRED BY THE NEVES PERMIT. -------------- --- ----- -- 5. LINE ALL PONDS WITH A MINIMUM 4" ORGANIC SOILS& SEED SLOPES BETWEEN NWIL AND 100 71 ------- 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 3 --- ------ 8, LO &WO FINISHED PADS SHALL BE FLATTER THAN 3:1. ALL OTHER SLOPES 4:1 MAX (UNLESS t'o' ------------ Lo Aj_�� NOTED) 167 63Z 5 9. RESTORATION -6.S ACRES PLUS WETLAND RESTORATION AREAS -WO A. RESTORE ALL DISTURBED AREAS WITH 4" TO 6" OF TOPSOIL, OR EXISTING ON-SITE OR MTRL. A ----- ----- ---- _2 B. SEED ALL DISTURBED AREAS WITH MNDOT MIXTURE #250 AT A RATE OF 100 UBSJACRE ETLAND # H ANDFERTIUZEWITH A -10AT100L85. IACRE. WETL OTHERWISE NOTED) WETLAND RESTORATION - BABB M-181 EMERGENT A AND SEED MIX FOR WETLANDS (AS NOTED IN THE WETLAND REPLACEMENT PLAN APPLICATION) C ONLY PHOSPHOROUS FREE FERTILIZER IS TO BE USED ON SITE. WITH TYPE 1 AT A RATE OF 2 TONS/ACRE AND DISC ANCHOR IMMEDIATELY D. MULCH -- ------- AFTERPI-ACEMENT, USEW ... FIBER BLANKET ON ALL SLOPES 3:1 LET) OR GREATER. tti 10 9. E. PLACEAPPROVED STORM SEWER INLET PROTECTION IN OR AROUND ALL STORM SEWER INLETS ND MAINTA N UNTIL STREET CONSTRUCTION IS COMPLETED. . 2"\ F. MAIN dN ALL SILT FENCE UNTIL TURF HAS BEEN ESTABLISHED. G. ESTORATION WOW WILL BE COMPLETED WITHIN 72 HOURS OF GRADING 'COMPLETION. STREET NOTES 3.745 UP A ",_�10. SILT FENCE, BEFORE GRADING t 4 IV, 11 1 AFTER GRADING -750 UP 1. ALL PUBLIC STREETS ARE 28'FF UNLESS OTHERWISE I �11 TREE FENCE,IBEFOREGRA,DING-NIALF NOTED. CURB DIMENSIONS ARE SHOWN BACK TO BACK. & Z"', jtk J, ON-SITE BMPS ERCSIONBLANKET- NI 4 1. NURP POND- NURP POND WILL BE UTIUZED TO MEET OR EXCEED QUALITY AND RATE CONTROL REQUIREMENTS GENERAL NOTES �7 1. THE GRADING CONTRACTOR IS RESPONSIBLE FOR ALL STOW WATER INSPECTIONS 2. SKIMMERS -THE POND OUTLET STRUCTURE INCLUDES A SUBMERGED INLET TPIPETO ALLOW SKIMMING.(Utilty Contractor) -� ACCORDING TO THE MPCA STOW WATER PERMIT. THIS INCLUDES BOTH WEEKLY -RIP RAPWILLBE UTILIZED AT ALL APRONS FOR ENERGY INSPECTIONS AND INSPECTIONS DONE AFTER A 0, RAIN EVENT. A COPY OF THE 3. RIP RAP WETLAND #2H X� v INSPECTION WEEKLY DISSIPATION AND PROVIDE SEDIMENT CONTROL -(Utility Contractor) BASIS. 4. INLET PROTECTION- INLET PROTECTION WILL BE INSTALLED AND x ------ MAINTAINED IN ALL CATCH BASINS& REAR YARD STRUCTURES. (WIMCCYS ST-38 C) 2, THE CONTRACTOR SHALL PLACE INLET PROTECTION DEVICES FOR ALL STORM SEWER OR EQUAL)-(Utility Contractor) INLETS(EXISTING AND PROPOSED) AND MAINTAIN THEM AS AN EFFECTIVE SILT CONTROL HAL 2 DEVICE. INLET PROTECTION SHALL BE REMOVED WHEN RESTORATION HAS BEEN 5. SLOPE STABILIZATION- SILT FENCE WILL BE INSTALLED ALONG DOWN 5 ESTABLISHED. GRADIENT GRADING LIMITS AND WOODFIBER BLANKET WILL BE UTILIZED ON ALL SLOPES 31 OR GREATERTO PROVIDE ADEQUATE SLOPE STABILIZATION. 3. ALL RETAINING WALLS WILL REQUIRE A STRUCTURAL DESIGN, A BUILDING PERMIT �7 &A (Grading Contractor) FINAL INSPECTION REPORTHF APPLICABLE) 6. BICIROLLS - BIOROLLS WILL BE INSTALLED ALONG REAR YARD SWALES TO PREVENT SEDIMENT FROM REACHING THE NURP POND AND ULTIMATELY 4. A 1' -2' CRUSHED ROCK ENTRANCE BERM SHALL BE PLACED AT THE SITE ENTRANCE, To DOWNSTREAM WETLANDS Grading Contractor). 7 JFILTRATION AREAS- INFILTRATION AREAS WILL BE UTILIZED TO REDUCE REPLACE SILT FENCE, AND MINIMIZE EROSION ONTO THE STRE_ - ST -13R SHALL BE THE WIDTH OF THE ENTRANCE AND 2 FEET HIGH WITH 41 SLOPES. THE AMOUNT OF RUNOFF FROM THE INCREASED HARDSURFACE. (Grading wo, (SEE DETAIL) Contractor) NW_ 982 0 'A" S STREET SWEEPING -STREET SWEEPING WILL BE DONE A MINIMUM OF ONCE 5. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY FROM THE BUILDING PAD PER WEEK OR AS NEEDED TO MINIMIZE DUST CONTROL AND VEHICLE AND STREET AREAS THROUGHOUT CONSTRUCTION. 'ti 10 TRACKING .(Gradirig and Utility Contractor) WETLAND #4 0 6. THE CONTRACTOR SHALL ATTEMPT TO PREVENT SOIL MATERIALS FROM LEAVING THE 10. PHOSPHOROUS FREE FERTILIZER- PHOSPHOROUS FREE FERTILIZER WILL 1'o SITE BY EROSION AND VEHICLE WHEEL TRACKING. HE SHALL BE RESPONSIBLE FOR ALSO BE USED ON SITE.- CLEANING OF STREET, BOULEVARD AND UTILITY FACILITIES THAT RECEIVE AN ERODED 11, ALL CONCRETE WASHOUT WASTE PRODUCED SHALL BE REMOVED FROM WETLAND #7 OR TRACKED SOIL MATERIAL OR OTHER CONSTRUCTION DEBRIS OR MATERIAL. THE THE SITE. (Utility Co ntractor) 7 0 HWL 98091,6 GRADING CONTRACTOR WILL BE REQUIRED TO PROVIDE STREET SWEEPING ON HUNTER 12. ADDITIONAL BMPS SHALL BE INSTALLED AROUND ALL WETLANDS WHERE P". WETLAND #5 990 6 DRIVE DURING THE GRADING OPERTIONS, IF REQUIRED. GRADING IS TO OCCUR WITHIN 50FT. SUCH BMPS INCLUDE DOZER CUT DITCH. ST-1 6P 7. EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE A CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING PLAN VIEW UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY a BSI AN D ALL DAMAGES ARI SI N G OUT OF HIS FAILURE TO EXACTLY LOCATE AN D PRESERVE ANY 0 0 paid. AND ALL EXISTING UTILITIES. AF, NVVL 956 71' -V e Ne" G R F- -------------- R H: F=­A�I ­R RAY ITINE W NT 1-0 ­NI IA IA. tlxra� \Xy BY =1!_ 1,, `7 `RY0 :2 �N ­HUL_w""_ WALKOUT (WO) LOOKOUT (7), ra ral FUZEZrMr�� (FB) HOUSE SETBACK LINE • 5 PCj NIVI NOTES: HOLDDOWN DETAILS 1. GRADE (999.0) BEHIND EACH HOMESITE IS THE LOW GROUND ELEVATION AND PROPOSED TOP OF TOPSOIL, SUBGRADE SHALL BE DOWN 0.50 FEET. EASE.ENT V� YVU 2. ESTABLISH FINISH GRADE AT ALL 10 FRONT YARD UTILITY EASEMENT LOCATIONS. 100yr 3. THESE DETAILS REFERENCE &POURED FOUNDATION WALL, AND A 0.8' DROP FROM REAR TOP FOUNDATION TO GROUND ELEVATION FOR ALL LOOKOUTS AND WALKOUTS. L TYPICAL FILTRATION SHELF DETAIL WETLAND #4 > �7 25 ------ 7 ------ I ----- T__ ---- I---- 25 0 )I PR POS51DG4ADINGLI� 61NIG "SHALL STAY T I LIMITS Net. E-.v.,.filt.tio�.,...2'b.1-fi.i.h dI a grading activifies!to allow for placement of the Wommtemo4nsgoil WETLAND BUFFER POST ch-ring Xt.- S.wer in.tli.ti.n. 20 ------ 20 FILTRATION SHELF NOTES: 4 CUIII,�111 -flet �L­We DENOTES APPROXIMATE LOCATION OF 1. Initial excavation of the rain garden shall be dug 2' below the finished final grad I HWL 2 a Th bionatention soil within the filtration shelves will be installed after the storm sewer outlet Control structure is installed. --- ----- ----- --- 10 STANDARD PENETRATION TEST BORING 3� To preventsoilcompaction, heavy equipment shall not be allowed within the rain gardens at anytime. 15 ------ NOR 1N m 4. The bottom of the filtration shelves shall be tilled a minimum of 12" prior to placing the bionatention sell. ON R I DRAW DOWN EUEYATI 5. elativ By 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. to ------------ ------- ------ 10 DENOTES APPROXIMATE LOCATION OF 8. The bionatenu 0 1 Within the halves will be 2' deep with a 6" draintile raised one foot above the base of the bionatention soil. \-6"P,rfomi,dDri�til.�l'Ab-eFiltrM.di.) III ns PREVIOUSLY PERFORMED SOIL BORING 9. The lbiorei[Zlion soil recommended by MNdol of 31492J (fine filter sand aggregate). Bione ention Filter Media (2'Thick): 100 50 0 50 100 200 10. The mix for the filtration shelves should be 100% sand. 5 ------ ----------- ------ ------- IW(t MUDGT Spe. 3449. T ------ 5 1 © Lj ® Lj 1. Minnesota Mulch Soil can supply and deliver this soil premixed. (651) 330-0299 SCALE IN FEET EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT ----------- ---------------- 0 LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY O+00 0+10 0+20 0,30 0+40 0+50 0+60 0+70 0,80 0+90 1+00 AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO. FILE NO. PHASE 3 BASE _ 01 _ CAW 02/22116 .. . . . . . . BID SET . . . . . . . INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I FINAL GRADING PLAN 5401-664-400 DRAWNBY 02 CAW 02/29116 CITY COMMENTS SATHRE-BERGQUIST, Is EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE ERJ - _ .. . . . . . . . . . . SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS7 THE STATE OF MIN *S(?�A. I SATHRE-BERGQUIST, INC. - - - - - - -- - - - -- - - - - - - - - - - - - - - - - - INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. RAVINIA 4TH ADDITION CHECKED BY - - - - - -- - - - -- - - - - - - - - - - - - - - - - - SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILL 150 SOUTH BROADWAY WAYZATA, MIN. 55391 (952) 476 -6000 CORCORAN, USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR _( TIM /,-/ a_, MINNESOTA CAW LOSSES �GHARMWITERSIL FROM ILLEGITIMATE USE. 0 DATE - - - - - - - -- - - - -- - - - - - - - - - - - - - - - - - Date. AGE, P.E. Lic. No.�� LENNAR ry 03118/15 LO T Z VO- \saw e n_ I� %� ff - - - --- -S M - ? v 4 3 3 a, 2 x (9ez.3) _ - ysas.68�'�9es:67Y BIY _970 / / I_ �_ - - 7 - - -- �_i -- - - -- - IBB34, -- ?° I I / _ _ _ - - _ - - -_ _- - 1 (Exza BF \ / _ 1--� 9 \ _ - { 7 - - - I _ -BE _ _ _3U = - ; _= eF -9 a�qz\.- _ \ _ BE 979.0_ 987.0 TF 991.3 TF 992.8 e 0 \\ 83 BE 976,8 - d79:� - TF 988.0 1 F\ I 1 1 TF 996.3 I TF 997. s9 \ -z F9 J / 1 .TFB��, / / -�0 = 980. -i�� -- \ GF 986.0 LG987.7J GF 991.0 GF 9938 GF 996.0 LGF 8 I �/ 3 \ \'G °s �� s -TF 9as's -o-- -- TFeere --l-TF 9e7.a GF 8826 / TF 884,8 - TF 98].8 GF 98].6 GF 987.0 \ I \ 9 / GF 987.5 I GF 986.0 \I \ / - - w `� .OF9�9g� ° G9 \\ GF 984.5 / GF 986.5 �vv - - -- - - - -- - - - - - -- LLO YCRR E 1 r%i�g� p�sw EXiB m �P gfi / / v - cT 9 Q # LI 1- ;� -�� \\ WETLAND ND _ - W �7' _ \ // /ii/ No's �\ \ Exs NA LLE L\ ■ °r,, \\ 1��VV 986,8 x984.0 FGF989.7 GF 992.3`TT GF 994.01 - v� V A �.. p 9 F3 T -� \_I� -r \I n _ //� 1 - - - -T III V / �� In v ,r- 'TFU,7: - TL03 L L`TF 995.01 BF 982.7 LO 988. m A VA A Fsn3 _ "7F sass / A 1 A o o I V o BF 985.3 BF 987.0 1 �.I LL LL1 a, rn A A VA - \\ a = X9a6,o- -- (987,6) \r\ 1 \� 1 (989 ] i.- II LL I ` 3880 \ \\ m X68 �' Yp ((989,2)) r _L_ 3 v.I z 9.0vA '- - - -- - - -- / y I I � - _ ° / \�+ \\ s - �-A ass o 4 - _ 1 A � �� � ql I _ _ v 9a �� �\ sass -H.P: i _ m - QP a I - _ -- �j - \ I /� m a\ 1 i,, - -- - - m _ - n U� \ - I` �, / 1 I ,_. m J 9es.o- g98 I ss ��! 1 ..W LLLL0m �� / ✓/ 1 /� ss Aa v I !v„ / / l l fexza I 1 GF I I G,� 93s AA / / � I d � - / A v / vA V I '< HELgQAT rY co sal ,�� � x �s.o i� ■ � C' m 1 0 °/ ?..'GF 998.0 O T,Ff9,98.3 -WO F990:3��#HI EF I / 1 c7� m - / 6 I - 9a9.o 1 v \ v / -v I IA _ - --1 1 X _ O 1 - e _ - Y' ((969.��1i. L 990 980 98015X810 � -- \ ti TFs9 3 - \ - �DUALR / \ EMO ITARM E 1 I I \ 41'D / vv � //L � a�l� L - �\`_ -� . �� A - EraevE SAL- vF�ETE� eFSae.a / // /�M/ II \ \ \\ / / //% 7. \ / 990 / - -- 1 I w0 / ( \A n� ovEa ' 7F99 7 I (I i lm`Y/ \ \ /fJ Lncr \ -- -- °� \ WA RMAIN / ,7� _LANDSCAPE 1 J L� l / T, l I /�,/ / - EASEMENT -{\ \ \ '%/' T7T V c v 6 eF m wo l I � � I � - -- V 9959 _ L ' 7 %, / � - J- I �I � I / OFg # °T NWL 986�� WETLAND 7 tioa�� NX 989,6 _ � WETLAND #5 ' /1k„ NWL 990,6 NO i YA(CT' �� 510 25 0 2s 5 1100 EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMAT AWE YONLY.T E CONTRACTORS HALL DETERMINE THE EXACT / b ' \ \\\ / / I I I I / \ I / �� 0 s o n ■ LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK, HE AGREES TO BE FULLY RESPONSIBLE FOR ANY SCALE 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 I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO. FILE NO. PHASE 3 BASE 01 CAW 02/2_2116 _ _ _ _ _ _ _BID SET_ _ _ _ _ _ _ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I ERs S� - FINAL GRADING PLAN AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE � R�F'< 5401 - 664 -000 DR EWRJ BY 02 CAW 02/29116 - - - - -CITY COMMENTS - - - SATHRE - BERGQUIST, INC. 's EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT " SATHRE - BERGQUIST, INC. - - - - - - - - - - - - - SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS O THE STATE OF MIN S A. w m -- - -- - - - - - - - - - - - - - - - - INDEMNIFY SATHRE- BERGQUIST, INC. OF ALL RESPONSIBILITY. RAVINIA 4TH ADDITION CHECKED BY _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ %I 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 4766000 CORCO RAN, 4 SATHRE- BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE CAW - USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING J 1/ s `sue MINNESOTA L E N NAR -- - -- --------------- DATE - - - - - - - - - - - - - - - - FROM ILLEGITMATE USE. RLES A. WIEMERSLAGE, P.E. n -- - -- Lic. NO. q�5� FRS Per LO 03/18/15 Date: a a z �qUG k NO O O I DATE 6' MINIMUM DEPTH �s H MMG 1 - 2" WASHED ROCK M� 0 18' MINIMUM CUT OFF BERM AO MHyUM W To MINIMIZE RUNOFF FROM SIDE HfL R FABRIC SHALL BE PLACED UNDER ROCK TO SLOP MUD ENTRANCE MUSTUBE M4NTNNED TO PREVENT. SEDIMENTATION ON PUBLIC ROADWAYS FUCRIVE ROCKS WILL BE REMOVED FROM AO-N7 ROADWAYS DAILY OR MORE FREQUENTLY AS NECESSARY. Wenck CITY OF CORCORAN — STANDARD Pu ,i�ik oMY GF CDRCDRAN CONSTRUCTION ENTRANCE SILT FENCE INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT (ROCK) y \ -------------- FW ERO -6 Ews'ND CURB THE7122 =1IT 000000000 LAN c -3D�fio H OR Cm APPROVEDCEQUA cuTTER MoDEI DeaecroRl>tATe INLET 1B.TELTHY. THE CUP HLm 1111BIv CHER 11 BITTER HIGH FLOW FAealc Wenck `M CITY OF CORGORAN STANDARD PuTLs E INLET PROTECTION GI;IIIiIiIiIiIIiII __02/29/16 ® ati �.xLN _ _ CATCH BASIN INSERT 6 AND HASTEN AT 2' INTERVALS TkY FABRIC IN THE TRENCH FABRIC ANCHORAGE TRENCH BACKFILL TRENCH WITH TAMPED NATURAL SOIL ERO -4C LE 111RIC POINT I I WE EPER OR CHECK POINT 1 ROCKWEEPER, BID WEEPER. OR OFTEN AM *IREAN N z 0. ES sync I ENSURE THAT WATER --EL (USE FOR SIB AND SO)cI FFL— NTH u . /:]� \A /�C.k CITY OF CORCORAN STANDARD PuTEs DITCH CHECK: 3D VIEW G� YY _ _ SATHRE - BERGQUIST, INC. OF ALL RESPONSIBILITY. m FOR 5B, 50, AND SPACING NH ERO -5A WETLAND #1 /1H HM 962,9 = 9660 .? i I 60\\ \1 oy fiV C fl T fl NX 9855 4 z HIM" 987.0 I OOYr 6-13 987.5 d I C /r X11 I DATE ir , I \ i \ \ i ___ -_- _ II I F NOFF USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PHASE 3 BASE � I ` r oMY GF CDRCDRAN i SILT FENCE INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT \ r' I y \ -------------- r I I I \ MAC _ AND #4� IF Tea �)( 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 DRAWING NAME NO. BY I DATE I REVISIONS NOFF USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PHASE 3 BASE 01 CAW Wenck oMY GF CDRCDRAN SET_ SILT FENCE INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I DRAWN BY 02 __02/22116 CAW Rw _ _ _ _ _ _ _BID _ _ CITY COMMENTS SATHRE - BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE ERJ __02/29/16 _ _ _ _ _ 6 AND HASTEN AT 2' INTERVALS TkY FABRIC IN THE TRENCH FABRIC ANCHORAGE TRENCH BACKFILL TRENCH WITH TAMPED NATURAL SOIL SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY SAID LAWS O THE STATE OF MIN S A. CHECKED BY S M N. Wenck `U CRY OF CDRCORAN a STANDARD PLATES SILT FENCE SATHRE - BERGQUIST, INC. OF ALL RESPONSIBILITY. m CAW HEAVY DUTY — — — — — — — — — — — — — — — — — — — — — 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. WIEMERSLAGE, P.E. 03118/15 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Date: Li.. No. c/ S 8749'. BB 0 E t e INLET PROTECTION SPECIFICATIONS. INLET PROTECTION SHALL BE IN ACCORDANCE WITH MN/ DOT 3891. INLET PROTECTION WILL BE CLASSIFIED BY TYPE ACCORDING TO USE TYPE WILL BE AS INDICATED HEREIN. TYPE A - INLET PROTECT DN TO BE UTIL ZED AROUND FELD NLEiS MNTL PERMANENT STABILIZATION METHODS HAVE BEEN ESTABLISHED. INLET PROTECTION TYPE A MAY ALSO BE UTILIZED ON PAVEMENT INLETS PRIOR TO INSTALLATION OF CURB AND GUTTER OR PAVEMENT, TYPE B INLET PROTECTION WILL BE UTILIZED ON STREET INLETS WITHOUT CURB HEADS. TYPE C INLET PROTECTION WILL BE UTILIZED ON STREET INLETS WITH CURB HEADS: TYPE D INLET PROTECTION TO BE UTILIZED AT CULVERT INLETS UNTIL PERMANENT STAB UZATIONMETHODS HAVE BEEN ESTABLISHED. APPROVED PRODUCTS FOR INLET PROTECTION: TYPE A • ROAD DRAIN - WIMCO, SHAKOPEE, IN • TOP SLAB INLET PROTECTION - WIMCO, SHAKOPEE, MN • EROSION CONTROL SHROUD - ROYAL CONCRETE PIPE - STACY, MN • SILT SACK - ACF ENVIRONMENTAL - RICHMOND, VA • STRAW WATTLES TYPE B • DANDYBAG - DANDY PRODUCTS - GROVE CITY, OH • TOP SLAB INLET PROTECTION - WIMCO, SHAKOPEE, MN • STRAW WATTLES TYPE C • BEAVER DAM - DANDY PRODUCTS - GROVE CITY, OH • TOP SLAB INLET PROTECTION - WIMCO, SHAKOPEE, MN • ROAD DRAIN CURB AND GUTTER - WIMCO - SHAKOPEE, MN • STRAW WATTLES • SILT SCREEN - ALPINE STORMWATER MGT. - GROVE CITY , OH • ROLL CURB / CURB BOX - LANGE INDUSTRIES - OSWEGO, FL TYPE D • AS APPROVED BY THE ENGINEER CITY PROJECT NO. 2��RS sflR�F _ SATHRE - BERGQUIST, INC. m y 150. SOUTH BROADWAY WAYZATA,MN.55391 (952)476 -6000 CORCORAN, J�GYFRS F R�2�e MINNESOTA of C, 0 Q W � 0 oZ EL m �� EL � J �o 0 WZ Y �ED �} o O a -_ as W W w Q~ XIB6 U w - w gam 0,m za BE¢m °OOO�o ROCK ENTRANCE BERM O O O — — — — SILT FENCE — — — — POST GRADING SILT FENCE INLET PROTECTION WOODFIBER BLANKET DOZER CUT DITCH (SECONDARY BMP SECONDARY BMP PROVIDED WITHIN 50 FEET OF WETLW D. GRADING CONTRACTOR SHALL PROVIDE DOZER CUT DITCH BEFORE GRADING WORK BEGINS. 0 50 25 0 25 50 100 I ��SLE IN FEET FILE NO. FINAL EROSION CONTROL PLAN 5401 - 664 -400 RAVINIA 4TH ADDITION 15 LENNAR ZO U? 0 Q Z �— STEEL FENCE (NGPON<) MI NIMUM 5' A%. SPACING ATTACH FABRIC TO POSTS WITH MINIMUM 3 ZIP TIES (50 LB TENSILE) PER POST N TOP 8" OF FABRIC NOFF CEOTEXTILE FABRIC - OVERLAP FABRIC 6' PND FASTEN INTERVALS LAY FABRIC IN THE TRENCH NCHORAGE TRENCH BANFILL HWITH TAMPER NATURAL SOIL F ENC A SUPPORT 7P.—CHOwE IN SUT SOIL 8' IN Wenck oMY GF CDRCDRAN n ND D P E SILT FENCE .iii _s MACHINE SLICED Rw ERO -1A STEEL FENCE POST N -POST) 5' MINIMUM LENGTH AT 4' MAXIMUM SPACING ATTACH FARRIC TO POSTS WITH MINIMUM 3 ZIP BEE (NO LB TENSE) IC POST TOP D- IL RE MESH REINFORCEMENT, 8TH. FIELD MAX M6H sanolrvD 6, nrND MMIrv� a 1/z GAUGE WIRE FABRIC - OAERTAP FARRE ' 6 AND HASTEN AT 2' INTERVALS TkY FABRIC IN THE TRENCH FABRIC ANCHORAGE TRENCH BACKFILL TRENCH WITH TAMPED NATURAL SOIL DIRECTION OF R UNOFF EXTEND WIRE MESH IMO TRENCH SUPPORT POST ANCHORAGE Iry -SITU SOIL OR CEMENT MORTAR AS SPECIFIED S M N. Wenck `U CRY OF CDRCORAN a STANDARD PLATES SILT FENCE m HEAVY DUTY sKx Rws rsns ..... ER0-13 CITY PROJECT NO. 2��RS sflR�F _ SATHRE - BERGQUIST, INC. m y 150. SOUTH BROADWAY WAYZATA,MN.55391 (952)476 -6000 CORCORAN, J�GYFRS F R�2�e MINNESOTA of C, 0 Q W � 0 oZ EL m �� EL � J �o 0 WZ Y �ED �} o O a -_ as W W w Q~ XIB6 U w - w gam 0,m za BE¢m °OOO�o ROCK ENTRANCE BERM O O O — — — — SILT FENCE — — — — POST GRADING SILT FENCE INLET PROTECTION WOODFIBER BLANKET DOZER CUT DITCH (SECONDARY BMP SECONDARY BMP PROVIDED WITHIN 50 FEET OF WETLW D. GRADING CONTRACTOR SHALL PROVIDE DOZER CUT DITCH BEFORE GRADING WORK BEGINS. 0 50 25 0 25 50 100 I ��SLE IN FEET FILE NO. FINAL EROSION CONTROL PLAN 5401 - 664 -400 RAVINIA 4TH ADDITION 15 LENNAR ZO U? 0 Q Z 1 IIN�V // 111 1 LA ICA "I 8' BIT TRAIL 12 11 10 9 8 7« - - - -- - 7 -- - - -- - - -- - - -- -- - 6 l�l 6 5 3 3 - 4 2 1 � -- - - -__ � - -- ----------- — ---- - -- - -- — —1 i® U61. I I — -- — - - - - -- - - - - - -� GALLOWAY CIRCLE 4 - WETLAND #4H NNABELLE LA E r ` LIGHTIN ��i�WL 986,8 _ _ + LIGHTING LOCATION �� cI HTING LOCATION _ o y - -- = - - - -- \ \ 3 Iq 10 3 1 2 7 9 2 - - - - - -- 1 v % 1> 2 i I r - -_ I r, 4 i I I 984,0 J 3 _ 6 2 v Q A - 12 / � a i I I 5 4 I I 1 I i w J r i I r � I / i I I i li m i i I I I I 13 I v \ � LIGHTING 5%rmwarer 4 LOCATI 5 Treatment � \ Wright Ca ®penalise Ekee4ric,lssncirti:a� JI _ _ _ Pond 5 I� ti11[a} Flatna• DTwc • P [1. Bm ;.;p + ilocldory MN �i 1 /� /� /� /] 1. +dt'R3H"- 5RS9 +T'hn11r 1?b 111'.Fj.HKb•7- arywi - - =nn m VVx 98✓I' � n 3 6 u L I urw—lu- I c"w-tlhx 0-011r.Mrrtrd>dY + e 2 6"El. —dl— - FIl ar<1% -RA4 a, UNSIll" r a Es 11W W.IJI - FdarE I'6d14 -r MIX - 14G61 7 Poi@++Am S8ildo11 &ihb 111 Gdk v 7 I • " �� dlY�rP1 dIh AGTpM ❑ 45U M1�:f � 7 .� ❑ ❑ NWT ROAD•kATS Hx 9811 awfi 4�4 3 i l MUD ' RFSI�EIIT.AL WETLAND #5 I w E 7 5NOO711 t7 6L.ACkI POST COLONIAL SHALL BE LIGHTING TYPE INSTALLED 50 25 a 25 50 100 LIGHTING STYLES SHALL BE CONSISTENT arHo J WITH PHASE 1 LIGHTING. STYLES SHALL BE ""� usrrlAre r..slawc ae EXISTING UTILITIES AND ALL ARE ING UT IN ANA BEFORE OXIMATE WAY ONLY. THE HE AGREES R TO BE FULL DETERMINE THE ONSIB E FOR _r —r —r —� 0 0 Q ■ �T ANDA LL DAM A E AND ALL E %ISTING S FAILURE T OEX C TLY LOC TE WORK. E E RVE AN TO D FULLY RENG UTILITIES. FOR ANY $GALE N FEET CONSISTENT THROUGHOUT ALL PHASES. AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. NQ R S DRAWING NAME NO. BY DATE REVISIONS CI I HEREBY CERTIFY THAT TPIL%R46N OR SPECIFICATION WAS OPYING, DISTRIBUTION, AND /OR CONVEYANCE OF PHASE 3 BASE 01 CAW 02/2_2116 _ _ _ _ _ _ _BID SET_ _ _ _ _ _ _ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I ERS S� -- LIGHTING PLAN AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE � R�F'< 5401 - 664300 DRERJ BY 02 CAW 02/29116 — — — — —CITY COMMENTS — — — SAID AUTHORIZATION ER IZATIO , ICON EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT " SATHRE - BERGQUIST, INC. — — — — — — — — — — — — — — SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS O THE STATE OF MIN S A. w °p� p L� INDEMNIFY SATHRE- BERGQUIST, INC. OF ALL RESPONSIBILITY. RAVINIA 4TH ADDITION CHECKED BY _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ %I 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 4766000 MINNESOTA N E RAN , SATHRE - BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE -�1 m "" y CAW — USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING J 1� s `�� MINNESOTA — -- - -- --------------- DATE — — — — — — — — — — — — — — — — FROM ILLEGITMATE USE. RLES A. WIEMERSLAGE, P.E. GN ' -- - -- Lic. NO. F�80 FRS Pia 03/18/15 Dale: x z ❑ 100 wan _ 'RE'.i QEMRKL nTREET3 N011E5 PARRS F C W LErE 91'ORTa L1G11TIlG 5 i.+i°w1L.£4 1Y.MA1lAgtE 6 u L I urw—lu- I c"w-tlhx 0-011r.Mrrtrd>dY + e 2 6"El. —dl— - FIl ar<1% -RA4 a, UNSIll" r a Es 11W W.IJI - FdarE I'6d14 -r MIX - 14G61 7 Poi@++Am S8ildo11 &ihb 111 Gdk v 7 I • " �� dlY�rP1 dIh AGTpM ❑ 45U M1�:f � 7 .� ❑ ❑ NWT ROAD•kATS Hx 9811 awfi 4�4 3 i l MUD ' RFSI�EIIT.AL WETLAND #5 I w E 7 5NOO711 t7 6L.ACkI POST COLONIAL SHALL BE LIGHTING TYPE INSTALLED 50 25 a 25 50 100 LIGHTING STYLES SHALL BE CONSISTENT arHo J WITH PHASE 1 LIGHTING. STYLES SHALL BE ""� usrrlAre r..slawc ae EXISTING UTILITIES AND ALL ARE ING UT IN ANA BEFORE OXIMATE WAY ONLY. THE HE AGREES R TO BE FULL DETERMINE THE ONSIB E FOR _r —r —r —� 0 0 Q ■ �T ANDA LL DAM A E AND ALL E %ISTING S FAILURE T OEX C TLY LOC TE WORK. E E RVE AN TO D FULLY RENG UTILITIES. FOR ANY $GALE N FEET CONSISTENT THROUGHOUT ALL PHASES. AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. NQ R S DRAWING NAME NO. BY DATE REVISIONS CI I HEREBY CERTIFY THAT TPIL%R46N OR SPECIFICATION WAS OPYING, DISTRIBUTION, AND /OR CONVEYANCE OF PHASE 3 BASE 01 CAW 02/2_2116 _ _ _ _ _ _ _BID SET_ _ _ _ _ _ _ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I ERS S� -- LIGHTING PLAN AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE � R�F'< 5401 - 664300 DRERJ BY 02 CAW 02/29116 — — — — —CITY COMMENTS — — — SAID AUTHORIZATION ER IZATIO , ICON EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT " SATHRE - BERGQUIST, INC. — — — — — — — — — — — — — — SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS O THE STATE OF MIN S A. w °p� p L� INDEMNIFY SATHRE- BERGQUIST, INC. OF ALL RESPONSIBILITY. RAVINIA 4TH ADDITION CHECKED BY _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ %I 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 4766000 MINNESOTA N E RAN , SATHRE - BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE -�1 m "" y CAW — USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING J 1� s `�� MINNESOTA — -- - -- --------------- DATE — — — — — — — — — — — — — — — — FROM ILLEGITMATE USE. RLES A. WIEMERSLAGE, P.E. GN ' -- - -- Lic. NO. F�80 FRS Pia 03/18/15 Dale: x z 11 Water Facility (1.26 Acres) WETLAND 1533.6 1 #2H WETLAND $4 C I — — T — — — — — — — — i ` I — - — — — — — — — — — — — — — — — i � I � I I \ I J r \ ----------- WETLAND #1/11-1 3 60. 22 - I O O O M ' I NW 3 699.14 I, /23g M n 145.0 I - /04.5 3 I / J / I O T / VA . — Rsxswx / - lnocnr Haa uv.. m. c. I. nmrtM` wwme lgnKOruommra�mm� ..u�on.nauxllvn.a e RxcLUOirvG ."'Z �asw�,mmm�wsoimes�orn +o�m. wlsm'ruucE OraroluulwNloFras FROOUCrM S1PIGlLYPRJNxIlEU W1IHOVl SnlxRE6EAfA1,9r fC., FJPRE64 NAU1EN�UMUxPA USE V.Txg1r8ID MIMU'is NhY. fF J14 AUTMKQPrF KKSUlLc T NG FRCU M III£IkGN IXi1ME^4GrT U111VS LRESPNMIN. STIFRGDUGE, INC. TTEMGHT rIOLDMY AE1a ELLY FNPoN frLg5EOiU1U,SEVN955MEE6C5 N1 1OVV 0 EF 6 pg,.M O.PmMTm.%S Es+LLM V®med� a L ime N¢JU3M \oJ NM AH L- d� Mk 9ffi.5 OQ 1 - IbM.9d57 �471:Tznn�/��'i'3���;,, OUTLOT B A �a � WETLAND. d7 h I MM 9EI6 tr I WETLAND #5 �/� �b� A � FhM.9906 � ' !a V A AV A, Q/i7iL�W _ G0 I ICI I L� / Al IN so 0 59 IN zoo 9 X36 \ ' TNP119 RUEM-SEC.36 FILE NO. q ` P,olen l,. �Gry Preliminary Plat o P SATHRE- BERGQUIST, INC. "e ° °` "° °"" 1WEeUTH6ROAOWAY WAYI TA. M. 55391 (952)4]65000 RAVINIA 4TH ADDITION pp_� a PWe LENNAR pp_ �J\ j� %'' I Yud�AilEl"If 970,5 fond 4 9733- k' 55a 60J 60.2 5 55.0 5 55 0 5 55.0 9 60.0 - 67.0 l .\f,c<� Y Cc Y! OM000 1 II Op Oro + Uit W0 it m c u _ ].6 4 Y h 2- "8 - 9.859 SO IT. 9.658 50 FI. 9.593 so R. 9,48 60. R. 9,313 SO R. 212566 So F(. nary - 7 k' 55a 60J 60.2 5 55.0 5 55 0 5 55.0 9 90.0 I 0 67.0 67,0 86.4 1 --- 6.91 .FT 6 "5 4 3- h 2- "8 - 9.859 SO IT. 9.658 50 FI. 9.593 so R. 9,48 60. R. 9,313 SO R. 212566 So F(. nary - 7 207 67.W mm ez m.W 96_b- 13,150 90 fi. 2 3 -� 1AF s m II 145.0 c' <� y so �- 699.14 73 3 6 60.2 5 55.0 5 55 0 5 55.0 9 90.0 I I07 T9 156.3 1 X11 " "10 9 "8 - 112 X 9 " - 7 1.960 s0 !T. 1 1,689 50. R T T.S. 50 R 1 1.1. 90 FT 9 R. N 50. R 1 9.663 50. R _ L78.6] -, S SSW 9 95.0] S SSBO - - $ $BB t t2.65] S0. f fT. °� \ /j / // •• - 4 `' 8 68.4 1 13. - 1155.o 1 1155.0 5 54:8 ` 8.6 _ 20.262 so ri. 1 1 11 GALL Y Y IR g _ 2 J2 gqh e\ ��• S 1 � S 2],696 so FT -1159 '\; - - -- 1 39.2\ <l o 4°mcl n1,013 w rF- \ 2 i2z21 50 iT. "2 - _ 136.0 3 $ I0,214 m W r 9 W 14 5 1 " 9914 s0 143..5 W 9. 99 So...RL... - 144.4 I 6 b -.146.2 7 1.o6 soa n. £ 55.W W.W 70. n. n ^ N 10 20.796 0 \v1 m m 1gn9 s¢ Ri. \ m Is3 eI 149.5 11 ° 8 u.9zG so ti. 1 X97 55.0 28.1 � I 424 1 59.7 .I �.. _ Y9 <6s SL. 1 g °I/ 12 8I/ a a W 1\ d 8.602 50. Fi. '4 �8 _ bQ \1213019 s0 R1 34 ..1358 - `om 1 1.4 / 1 _ I �2 1 5 a 1.s58 $0 Fi 13 g� 1 10.436 s6. R. 2 139.0 4 11 09 91 \ 1.6 59 Pi 6 \ O 41.8 14 - 150 \9.0] 31 °n \14.>W so. r\.. 15 m m 9.02] Sq Fi. -�+` 10.2 +3 SO FT. ?77 YI.- m wo ` -- Im 2 '\ 6 9,566 s0 i 986.8 N TreabtI -I'a,d 5, NX 984 HX -986,7 I L 5 is �S v_ Cl' 0 U I 0 f /�� WETLAND .� 60 30 0 30 60 120 OUTLOT B / #7 \ NW. 989,6 WETLAND 5 - \'^ H 99 .6 / scALEMFEET EELn ORCYI xo REx6px use RNY- UOINGCOPYI GLEiTiB1R%1N wvOroR 16<N�s '56'a1 Nis5wry. Planmmpon wai RnlNmq mcmummmvm,m.aPanssianem WLlamaduly i�u+,ere TNPit9 RGE23 -SEG36 FILE NO. /,LL COHYEYMCEMNFORIMTdOOFMISP�d1Li6 .-.SUrvSmmtiv Helm °Ethc Sa¢NM�Wa I6ES S09(.A PNIOLL GI1y C=mn Preliminary Plat 5401584 SMIMYPR0R1611E0W OU1G9lRRE4RfAIRSi, R1Ok n H911M910 Cdllt)' EEXPRE66 WWT1FRaV1NORPP ,WN. IISE YNMLVr6M °�aG'Ie 29N , iF M,6. SATHRE- BERGQUIST, INC. RAVINIA 4TH ADDITION PP -2 EMN 011gR MNC01141nur6MN GMK V9ER1m n Way 61N1LlXERE6Y m'OEMfxFV Sn1NREEERGWILi,M4W 1 Y, { 15050MIMBROA0WAY WAYSATA.MN.66391 (952)4]51A00 N RESPONSISTFY. 8a]RRELERG ..W RESHWFS TERIGMTO1 LDMYINEGI1M9 MERORE - bQ aiE LEWLLYRESPGNSISIEEORP4Nf SdiLRCFS pe.,6R.Pem6cmgP15 M®emLi¢vssNa4OlM �'Fg5 510* LENNAR PP -2 oanS01G RMULnNGPRORpIEGnWIE LmbemnE. mBVeswo 55.W W.W 70. n. n ^ N 10 20.796 0 \v1 m m 1gn9 s¢ Ri. \ m Is3 eI 149.5 11 ° 8 u.9zG so ti. 1 X97 55.0 28.1 � I 424 1 59.7 .I �.. _ Y9 <6s SL. 1 g °I/ 12 8I/ a a W 1\ d 8.602 50. Fi. '4 �8 _ bQ \1213019 s0 R1 34 ..1358 - `om 1 1.4 / 1 _ I �2 1 5 a 1.s58 $0 Fi 13 g� 1 10.436 s6. R. 2 139.0 4 11 09 91 \ 1.6 59 Pi 6 \ O 41.8 14 - 150 \9.0] 31 °n \14.>W so. r\.. 15 m m 9.02] Sq Fi. -�+` 10.2 +3 SO FT. ?77 YI.- m wo ` -- Im 2 '\ 6 9,566 s0 i 986.8 N TreabtI -I'a,d 5, NX 984 HX -986,7 I L 5 is �S v_ Cl' 0 U I 0 f /�� WETLAND .� 60 30 0 30 60 120 OUTLOT B / #7 \ NW. 989,6 WETLAND 5 - \'^ H 99 .6 / scALEMFEET EELn ORCYI xo REx6px use RNY- UOINGCOPYI GLEiTiB1R%1N wvOroR 16<N�s '56'a1 Nis5wry. Planmmpon wai RnlNmq mcmummmvm,m.aPanssianem WLlamaduly i�u+,ere TNPit9 RGE23 -SEG36 FILE NO. /,LL COHYEYMCEMNFORIMTdOOFMISP�d1Li6 .-.SUrvSmmtiv Helm °Ethc Sa¢NM�Wa I6ES S09(.A PNIOLL GI1y C=mn Preliminary Plat 5401584 SMIMYPR0R1611E0W OU1G9lRRE4RfAIRSi, R1Ok n H911M910 Cdllt)' EEXPRE66 WWT1FRaV1NORPP ,WN. IISE YNMLVr6M °�aG'Ie 29N , iF M,6. SATHRE- BERGQUIST, INC. RAVINIA 4TH ADDITION PP -2 EMN 011gR MNC01141nur6MN GMK V9ER1m n Way 61N1LlXERE6Y m'OEMfxFV Sn1NREEERGWILi,M4W 1 Y, { 15050MIMBROA0WAY WAYSATA.MN.66391 (952)4]51A00 N RESPONSISTFY. 8a]RRELERG ..W RESHWFS TERIGMTO1 LDMYINEGI1M9 MERORE - bQ aiE LEWLLYRESPGNSISIEEORP4Nf SdiLRCFS pe.,6R.Pem6cmgP15 M®emLi¢vssNa4OlM �'Fg5 510* LENNAR PP -2 oanS01G RMULnNGPRORpIEGnWIE LmbemnE. mBVeswo �2 1 5 a 1.s58 $0 Fi 13 g� 1 10.436 s6. R. 2 139.0 4 11 09 91 \ 1.6 59 Pi 6 \ O 41.8 14 - 150 \9.0] 31 °n \14.>W so. r\.. 15 m m 9.02] Sq Fi. -�+` 10.2 +3 SO FT. ?77 YI.- m wo ` -- Im 2 '\ 6 9,566 s0 i 986.8 N TreabtI -I'a,d 5, NX 984 HX -986,7 I L 5 is �S v_ Cl' 0 U I 0 f /�� WETLAND .� 60 30 0 30 60 120 OUTLOT B / #7 \ NW. 989,6 WETLAND 5 - \'^ H 99 .6 / scALEMFEET EELn ORCYI xo REx6px use RNY- UOINGCOPYI GLEiTiB1R%1N wvOroR 16<N�s '56'a1 Nis5wry. Planmmpon wai RnlNmq mcmummmvm,m.aPanssianem WLlamaduly i�u+,ere TNPit9 RGE23 -SEG36 FILE NO. /,LL COHYEYMCEMNFORIMTdOOFMISP�d1Li6 .-.SUrvSmmtiv Helm °Ethc Sa¢NM�Wa I6ES S09(.A PNIOLL GI1y C=mn Preliminary Plat 5401584 SMIMYPR0R1611E0W OU1G9lRRE4RfAIRSi, R1Ok n H911M910 Cdllt)' EEXPRE66 WWT1FRaV1NORPP ,WN. IISE YNMLVr6M °�aG'Ie 29N , iF M,6. SATHRE- BERGQUIST, INC. RAVINIA 4TH ADDITION PP -2 EMN 011gR MNC01141nur6MN GMK V9ER1m n Way 61N1LlXERE6Y m'OEMfxFV Sn1NREEERGWILi,M4W 1 Y, { 15050MIMBROA0WAY WAYSATA.MN.66391 (952)4]51A00 N RESPONSISTFY. 8a]RRELERG ..W RESHWFS TERIGMTO1 LDMYINEGI1M9 MERORE - bQ aiE LEWLLYRESPGNSISIEEORP4Nf SdiLRCFS pe.,6R.Pem6cmgP15 M®emLi¢vssNa4OlM �'Fg5 510* LENNAR PP -2 oanS01G RMULnNGPRORpIEGnWIE LmbemnE. mBVeswo i 986.8 N TreabtI -I'a,d 5, NX 984 HX -986,7 I L 5 is �S v_ Cl' 0 U I 0 f /�� WETLAND .� 60 30 0 30 60 120 OUTLOT B / #7 \ NW. 989,6 WETLAND 5 - \'^ H 99 .6 / scALEMFEET EELn ORCYI xo REx6px use RNY- UOINGCOPYI GLEiTiB1R%1N wvOroR 16<N�s '56'a1 Nis5wry. Planmmpon wai RnlNmq mcmummmvm,m.aPanssianem WLlamaduly i�u+,ere TNPit9 RGE23 -SEG36 FILE NO. /,LL COHYEYMCEMNFORIMTdOOFMISP�d1Li6 .-.SUrvSmmtiv Helm °Ethc Sa¢NM�Wa I6ES S09(.A PNIOLL GI1y C=mn Preliminary Plat 5401584 SMIMYPR0R1611E0W OU1G9lRRE4RfAIRSi, R1Ok n H911M910 Cdllt)' EEXPRE66 WWT1FRaV1NORPP ,WN. IISE YNMLVr6M °�aG'Ie 29N , iF M,6. SATHRE- BERGQUIST, INC. RAVINIA 4TH ADDITION PP -2 EMN 011gR MNC01141nur6MN GMK V9ER1m n Way 61N1LlXERE6Y m'OEMfxFV Sn1NREEERGWILi,M4W 1 Y, { 15050MIMBROA0WAY WAYSATA.MN.66391 (952)4]51A00 N RESPONSISTFY. 8a]RRELERG ..W RESHWFS TERIGMTO1 LDMYINEGI1M9 MERORE - bQ aiE LEWLLYRESPGNSISIEEORP4Nf SdiLRCFS pe.,6R.Pem6cmgP15 M®emLi¢vssNa4OlM �'Fg5 510* LENNAR PP -2 oanS01G RMULnNGPRORpIEGnWIE LmbemnE. mBVeswo Planting Notes DO ral E W PMIxE OUT MMnRECtro 1 1. CONTRACTOR SHALL CONTACT COMMON G WE O /l iWNO ALLIANCE AT 811 OR L UNDERGROUND UDUTES PRIM TO \� :APE MATERIAL SUBJECT TO REM AND BITE I( // LL GRADING AND CONSTRUCTION HAS 1` iY ME ifil PE ARCHITECT PRIOR RE BY TIME LANDSCAPE CONTRACTOR. MARANTEE CT ALL PLANT ME OATS W TIME LANDSCAPE TANCE CE THE INITIAL PLANTING. W A WE YEAR GUARANTEE NESOTA -GROWN AND /OR HARDY. IS NOT UM17D BY, THE FOLLOWING / J 15E PESTS, Y.OMI SCARS ETC . • EABIE GAPS. HOLES. M ' O \ / EN OR DEAD BRANCHES fY BRANCHING AND LEAFlNG \ ' ABUSHED MAN LEADER AND A AN 5:3. R NURSERY STOCK CANS ••'' REQUIREMENTS FOR SIZE AND TYPE Is ANSI STANDARD PLATING :'. \"- I ��/ UPON ARRIVAL AT SITE. PROPERLY \ .... . ORMY ONLY. �� 1 HE ROOT CIXLAR/ROOT FLAIR IS / WRLAP TREE. IF THIS IS NOT ME BE DETERMINED UPON SIT SOIL :APE CONTRACTOR SHALL NOT" MY SOIL AMENaAENTS. TO MN/D0T STANDARD SPECHCATM BE FASTING TOP SOIL FROM SITE RE INCH. SUBSOIL DEBRIS, AND SE. MINIMUM r DEPTH TOPSOIL FOR TOPSOIL FM TREE. SHRUBS. AND 12. MULCH TO BE AT ALL TREE. SHRUB. PENNNIAL AND MAINTENANCE AREAS. TREE AND SHRUB PLANTING BEDS SHALL HAWS a DEPTH OF SHREDDED RMOMW MULOR SHREDDED HARDWOOD MULCH TO BE USED AROUND ALL PLNNB'MIWN TURF AREAS PERENNIAL AND ORNAMENTAL CRASS BEDS SHALL HAWS Y DEPTH SHREDDED HARDWOM MULCH. MULCH TO BE FREE OF DELETERIOUS MATRiAL MATCH AND FABRIC TO BE ARPROWED BY OWNER PRIM TO INSrAUATILN. 18. OWING TO BE CMMERCIAL GRADE VAtTEY -MEW BLACK DIAMOND (OR EQUAL) DOI !TRANS M SPADED EDGE AS INDICATED. P0.Y ED NO SHALL BE PLACED W1M SMOOTH CORI AND STAINED WIN METAL SPIKES NO GREATER MAN 4 FOOT M CENEA MM BAY OF TW BEAD AT GRADE, FOR MORMONS TO WT ABOVE WMDUT DAMAGE UI CURBS AND SDEWAUCS FOR EDCIND WHERE POSSBE SPADED EDGE TO PROVIDE , SHAPED DEPTH AND WOM TO CREATE SEPMURM BETWEEN MULCH AND aU55 INDIVIDUAL TIRES SHRUB, M RAIN -GMOLU BEDS TO Y SPADED EDGE, UNLESS NOTED OMRWSE EDGING TO MATCH EXISTNG CONDOMS (WHERE APPLICABLE). 1, ALL GORMSED AREAS TO BE SODDED EXCEPT POND AREAS WETLAND BUFFER (NOTED M GRADING PLAN). Y COL -DE SACS. SOD TO BE STANDARD MIMESOTA ORDAIN AND HARDY BLUEGRASS MIX. FREE OF LAWN NEEDS. ALL TOPSCH AREFS TO BE RMED TO KNOW DEBRIS AND ENSURE DRAINAGE AOPES OF MI M GRATER SHALL BE STALED. IF NOT INDICATED M LANDSCAPE PLAN. YE EROSION CONTROL PLAN. 20. PROVIDE NPoGATIM TO ALL RANTED AREAS M SITE IRRIGATION SYSTEM TO BE DESIM/EKI BY LANDSCAPE CONTRACTOR. CONTRACTOR TO PRO`ADE OPERATOR MANUAL$ AS -BUILT PLANS. AND NORMAL PROGRAMMING. LAWN SPPoNYAFRS/MIPJGARM SYSTEMS SHALL ALL HAVE RAN SENSORS TO UNIT UNNECESSARY WAIEWNG. STSIEY SHALL RE WNTERRED AND HAVE SPRING STARTUP WRING nl S YEAR CF OPERATOR. SYSTEM SHALL HAVE GAI WARRANTY M ALL PARTS AND LABM. ALL INFORMATION MOLT INSTALLATM AND SOIEWLWG CAN BE OBTAINED FROM ME GENERA- CONTRACTOR. 21. CONTACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL ME PLANT IS FLLLY ESTABLISHED M NWGATM SYSTEM IS OPERATIONAL OIMER MLL NOT PROVIDE WATER FOR CONTRACTOR. 22 NEPAIR REPLACE, OR PROVIDE SW /SEED AS REWIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO ME SITE DISTURBED DURING CONSTRUCTION. 23. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OTHER �rZ -T- T I -- <- -- - - -J F- - I I II \ I IF- I I I _ I I� 300' 600— —900, L — �T� F- Call 48 Hours before digging: JP11 or cd181 Lcom �Common Grountl Alliance �1 I �I I \\ I � I l L�L�L1 — T F — - PHASi 14 DNC 02/02/16 BeMN: 1 or 2 MbM[MNMMJUWNMrIWIM. I�., DN �,N._ N__� ,,,,,� �, eEEpWWa"I Ravinia "• A t"1117 ' I .. { I a- I LMennar CurcaTe4 wv Overall Landscape Plan ,� W, Phase 4 w��rxJw 1Ji305 36th AvWMe North, Sane 600 Westwood N— AAAAmXANds"A M LAM A6 u� ra 2M Plymouth, MN 55446 /l iWNO ALLIANCE AT 811 OR L UNDERGROUND UDUTES PRIM TO \� :APE MATERIAL SUBJECT TO REM AND BITE I( // LL GRADING AND CONSTRUCTION HAS 1` iY ME ifil PE ARCHITECT PRIOR RE BY TIME LANDSCAPE CONTRACTOR. MARANTEE CT ALL PLANT ME OATS W TIME LANDSCAPE TANCE CE THE INITIAL PLANTING. W A WE YEAR GUARANTEE NESOTA -GROWN AND /OR HARDY. IS NOT UM17D BY, THE FOLLOWING / J 15E PESTS, Y.OMI SCARS ETC . • EABIE GAPS. HOLES. M ' O \ / EN OR DEAD BRANCHES fY BRANCHING AND LEAFlNG \ ' ABUSHED MAN LEADER AND A AN 5:3. R NURSERY STOCK CANS ••'' REQUIREMENTS FOR SIZE AND TYPE Is ANSI STANDARD PLATING :'. \"- I ��/ UPON ARRIVAL AT SITE. PROPERLY \ .... . ORMY ONLY. �� 1 HE ROOT CIXLAR/ROOT FLAIR IS / WRLAP TREE. IF THIS IS NOT ME f ME ROOT C01-1-AR/ROOT R ANTED, ME ROOT COLLAR/ROOT I E Fill MAOE `. RQIDVE POT CH POTTED PLANTSI \( ANDARD NURSERY PRACTICE AND TO I � �1 i MD PROPOSEEI TREES O a pl TOP AND BOTTOM. FFNOVE BY AC 09DM. PLUMB AND STAKE IF NOT -, u 1 -gyp ' "'. ' 0 IDES TO BE SUBJECT TO WARRANTY BE DETERMINED UPON SIT SOIL :APE CONTRACTOR SHALL NOT" MY SOIL AMENaAENTS. TO MN/D0T STANDARD SPECHCATM BE FASTING TOP SOIL FROM SITE RE INCH. SUBSOIL DEBRIS, AND SE. MINIMUM r DEPTH TOPSOIL FOR TOPSOIL FM TREE. SHRUBS. AND 12. MULCH TO BE AT ALL TREE. SHRUB. PENNNIAL AND MAINTENANCE AREAS. TREE AND SHRUB PLANTING BEDS SHALL HAWS a DEPTH OF SHREDDED RMOMW MULOR SHREDDED HARDWOOD MULCH TO BE USED AROUND ALL PLNNB'MIWN TURF AREAS PERENNIAL AND ORNAMENTAL CRASS BEDS SHALL HAWS Y DEPTH SHREDDED HARDWOM MULCH. MULCH TO BE FREE OF DELETERIOUS MATRiAL MATCH AND FABRIC TO BE ARPROWED BY OWNER PRIM TO INSrAUATILN. 18. OWING TO BE CMMERCIAL GRADE VAtTEY -MEW BLACK DIAMOND (OR EQUAL) DOI !TRANS M SPADED EDGE AS INDICATED. P0.Y ED NO SHALL BE PLACED W1M SMOOTH CORI AND STAINED WIN METAL SPIKES NO GREATER MAN 4 FOOT M CENEA MM BAY OF TW BEAD AT GRADE, FOR MORMONS TO WT ABOVE WMDUT DAMAGE UI CURBS AND SDEWAUCS FOR EDCIND WHERE POSSBE SPADED EDGE TO PROVIDE , SHAPED DEPTH AND WOM TO CREATE SEPMURM BETWEEN MULCH AND aU55 INDIVIDUAL TIRES SHRUB, M RAIN -GMOLU BEDS TO Y SPADED EDGE, UNLESS NOTED OMRWSE EDGING TO MATCH EXISTNG CONDOMS (WHERE APPLICABLE). 1, ALL GORMSED AREAS TO BE SODDED EXCEPT POND AREAS WETLAND BUFFER (NOTED M GRADING PLAN). Y COL -DE SACS. SOD TO BE STANDARD MIMESOTA ORDAIN AND HARDY BLUEGRASS MIX. FREE OF LAWN NEEDS. ALL TOPSCH AREFS TO BE RMED TO KNOW DEBRIS AND ENSURE DRAINAGE AOPES OF MI M GRATER SHALL BE STALED. IF NOT INDICATED M LANDSCAPE PLAN. YE EROSION CONTROL PLAN. 20. PROVIDE NPoGATIM TO ALL RANTED AREAS M SITE IRRIGATION SYSTEM TO BE DESIM/EKI BY LANDSCAPE CONTRACTOR. CONTRACTOR TO PRO`ADE OPERATOR MANUAL$ AS -BUILT PLANS. AND NORMAL PROGRAMMING. LAWN SPPoNYAFRS/MIPJGARM SYSTEMS SHALL ALL HAVE RAN SENSORS TO UNIT UNNECESSARY WAIEWNG. STSIEY SHALL RE WNTERRED AND HAVE SPRING STARTUP WRING nl S YEAR CF OPERATOR. SYSTEM SHALL HAVE GAI WARRANTY M ALL PARTS AND LABM. ALL INFORMATION MOLT INSTALLATM AND SOIEWLWG CAN BE OBTAINED FROM ME GENERA- CONTRACTOR. 21. CONTACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL ME PLANT IS FLLLY ESTABLISHED M NWGATM SYSTEM IS OPERATIONAL OIMER MLL NOT PROVIDE WATER FOR CONTRACTOR. 22 NEPAIR REPLACE, OR PROVIDE SW /SEED AS REWIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO ME SITE DISTURBED DURING CONSTRUCTION. 23. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OTHER �rZ -T- T I -- <- -- - - -J F- - I I II \ I IF- I I I _ I I� 300' 600— —900, L — �T� F- Call 48 Hours before digging: JP11 or cd181 Lcom �Common Grountl Alliance �1 I �I I \\ I � I l L�L�L1 — T F — - PHASi 14 DNC 02/02/16 BeMN: 1 or 2 MbM[MNMMJUWNMrIWIM. I�., DN �,N._ N__� ,,,,,� �, eEEpWWa"I Ravinia "• A t"1117 ' I .. { I a- I LMennar CurcaTe4 wv Overall Landscape Plan ,� W, Phase 4 w��rxJw 1Ji305 36th AvWMe North, Sane 600 Westwood N— AAAAmXANds"A M LAM A6 u� ra 2M Plymouth, MN 55446 F 15 Westw. Professional SerNces. Inc. CuldeSae Island Detail &,1.,1ti, l 4 Mailbox Unit Low -Mow Turf Mix: Seelx IWIV PRfFNG2 sEn TrxE 'I@0wE Xn aV[mASS iu avmr S -NLwPanr lUCm isz !� EmAE xEUr cla Xm FESF z4c " -su LINK' sEnvEx Rm FESCUE z�x 'swolm• xaro fESGIE ex f6WE ]S waFVF IWRSF eFn6 0� v=R XE141R OF MOVING M RE AVPXJZ WG 2 LB 4 ASO 5 SPD 4 ASD REFER 10 SLPPLFMFNTAL NSIMIAilex Y MPINIETUNll SPECWGIDONS N >.., EDGING Phase 4 Final Tree Schedule CODE QTY. COMMON /BOTANICAL NAME SIZE SPACING O.C. NOTE: QUANPTES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. NOTE: QUANTITIES ON PLAN SUPERSEDL 051 QUANTITIES LISTED ARE SUMS FOR ALL I�`. 'NMwiM1,eM1VOiW'Sx,Im310c Westwood wwwem OF A DISCREPANCY. PHASE 4 UNLESS NOTED OIHERWTSE. 3 (TYP.) I i r Lennar WM 3611 Avenoe Ner6, SM 600 KrI m tk MN 55146 Ravinia Cormran, l I; 4- I I EXISTINC,I WETLAND I I 1 L -- F— I, r' I / / I I — X 0' 100' 200' 300' m.. 02/02/16 Shre 2 OF 2 Final Landscape Plan & Details - Phase 4 RAVINIA 4TH ADDITION RNONI ALL PERSONS BY THESE PRESIN1 S: Thal U.S. Home Cm,Nm . , a Cclmvere cnrynvtion, mvneroftlte following described property siNUlcd in the State of Mim¢wla, County of Hamcpon, le waif. Ov0ol C. RAVINIA The Rcgurcred portion hum,11m Wn of Ooder C, RAVINIA, lying tier oche south line ofthe Souncced Qsma rofSeelion 36, Township 119, Range 9. And Color P, RAVINIA And no Wee 326.7 11CO of the East 653.4 feel of the South 300 feel office southeast 9uaM of nonhcasl ouuner of5eclion 36, Tox'nsbip 119 North, Range E3 Weal isthc Fifth Pnncipal Meridian. Has caused the acme no M suncyed and platted as RSVMIA 4TH ADDITION and does hereby dedicate to be public for public use f neycr the public slays and by easements for drainage and mility...... as shown me this plat. In witness whermf said US .HOme Corporation, .131I.aeni,mnnn, has causd these presrnu to be signed 0.. W0,, offi day of 3016. U.S. Home Cotponoon, a Delaware corporation Jour Anne, Division Via President STATE OF MINNESOTA, COUNTY OF HENNEPIN The foregoingmanmemor waxacknowledged before me this day Norary Public, Hennepin County, Mammals Notary Printed Name 1016, by than Anne, Division 4'ic,President of U.S. Home Cmfnmt e , n Delawau coryontime, on har alfaflhe ccNOrefon. SURVEYORS CERTIFICATE I David B. Pemberton do hereby Ound', Nat this plot was prepared byte under my direct supervisioq that l am a duly Licensed Land Surveyorm the Se ofMinnexcia;NUt(his Plat is a correctrepreaendim Orlin, boundary amvryphe' all mvlhemutical can and labels am coneclly designated on the p[a,; that all monuments depic ed on de plat have boat or will be correctly act within one yeas that all water boundaries end eel lands, as defined by Minnesota Smtn es. Section, 505.01, Subd. 3, as of the date offlum con oil am shown and IabNCd oa Nis plot; end all Public., are shown cod Elected on this Plat. Dared this day of 1016. Hasid B. PembnIDn, Uttered Land Surveyor Minnesota License No, 40344 STATE OF MINNESOTA, COUNT' OF HENNEPIN This instrument was acknowledged before me this day Of 1016, by David B. Pemberton. My Commission Nomq Public, Hennepin County, Minnesota Nomp Printed Name CORCORAN,MINNESOTA This pmt of RAVINIA 4TH ADDITION.. ., raced all continue] bythe City Council ofCOrmraq Minnesota al angular arching held flaxi day of 1016 lfapplteae, the wineen commuslaus and rcrommendations oflhc COnnnissioner ofTtmspoMtinn and the Colon, Highway Mourner base been unwisod by the City orthc prescribed 30 day period has chapter without ruccrot ofeuch Comments and recommendation, sa provided by Minn. Sound., gotten. 505.03, S.bdivivon 3. RESIDENT AND REAL ESTATE SERVICES, HENNEPIN COUNTY, MINNESOTA I hereby certify flanaes payable in and Her years hme Men paid Or land searched on this plat. Mark V. Chapin, I lennepin County Auditor SURVEY DIVISION HENNEPIN COUNTY, MINNESOTA Panama to Mmnesom San,., Section 383B.565 (1969). Ibis plat Chris F. Morm, H..cpia County Surveyor REGISTRAR OF TITLES HENNEPIN COUNTY, WINESOTA I hereby cenifv that the within plat of RAVINIA 4111 ADDITION was riled in this office this day of 2016, m_ o' clock_. M, Martin MCConeick, Registers of Tills By Deputy COUNTY RECORDER HENNEPIN COUNTY, MINNESOTA q'e I hereby Certify than the within plarof RAVINIA 4111 ADDITION was mcmder in Ibis office dt day of 3016, Matlock .M. SATHRE- BERGQUIST, INC. Martin MCCOmtiek, Conn, Recorder oa'o4 4N9 W pia Sy: Dead, RAVINIA 4TH ADDITION 4bI so o so mo so0 SCALE IN FEET The DAn' for the baring syamm 4 Ne VR,A lice O inch dby 14 dse,on.i,,4 [ in µ1 ofonllot C, RAVINTA, wb¢M1 is ncd In bcnr North OD deg,ec° 34 minmes 37 ee5ronda Wal. 0 EIr otS a FOUnd Iron. -nonN CURVE AND LINE TABLE TAG # '_- NORTH DIRE a DOUITC NANNIA DELTA RADIUS DETAIL A CHORD DISTANCE C1 - - - -__ / WET LAND 275.00 NOT TO SCALE 5.63 C2 /_ C- 5'42'03' 225.00 N2'26'42 'E 25.30 C3 78.36 C 736'36' 590.00 539V8'26i 78.30 C4 25.10 C- 3'11'43" 450.00 S69'15'27 "E 25.09 I WET LAND L3 zi 136.05 , fZ3 J� 97.13 °.: >g O�10:j9/ i II /. - -EDGE OF NEF LAND \ ` \ lit- E, n 14 46.69 ON / n L5 95.48 'DO RSA I - -EDGE OF NET LANDS SO'33'48"W L7 5.00 a - IS 60.00 I n N89'26'12' 00 3 _ 60.00 v iSI wET LAND W oa00? _ N Ne Ip O� 1 9NIImm 0� 3: Tw C, j yEDGE OF NET LAND- ' , Sys ago =' 39�� 589 °26'12 -E 350.00 L7lo %o.. c._ 4bI so o so mo so0 SCALE IN FEET The DAn' for the baring syamm 4 Ne VR,A lice O inch dby 14 dse,on.i,,4 [ in µ1 ofonllot C, RAVINTA, wb¢M1 is ncd In bcnr North OD deg,ec° 34 minmes 37 ee5ronda Wal. 0 EIr otS a FOUnd Iron. -nonN CURVE AND LINE TABLE TAG # LENGTH DELTA RADIUS BEARING/ CHORD BEARING CHORD DISTANCE C1 5.63 x110'25" 275.00 N019'06 "W 5.63 C2 26.31 C- 5'42'03' 225.00 N2'26'42 'E 25.30 C3 78.36 C 736'36' 590.00 N65'42'17 "W 78.30 C4 25.10 C- 3'11'43" 450.00 S69'15'27 "E 25.09 Li 31.33 L3 zi 136.05 NO'34'06 "E fZ3 L2 97.13 °.: >g N89'11'04 "W i L3 50.DC lit- S89'05'41 "W 14 46.69 N85'40'40 "W L5 95.48 S71'42'15 "W L6 30.00 SO'33'48"W L7 5.00 589'26'25 'E IS 60.00 589'26'25 "E b N \O EDGE OF WET LAND_�� - INSET A \ 'AET LAND y ZD 4 (SEE SHEET 3 OF 4 SHEETS) p_ 5p'GO Sm _ h '' h§' 1110, INSET B (see snLeT a or 4 sHLFHfs) L3 zi 136.05 fZ3 14 �°• °.: >g ,uc.. °5.00 N89 °43'54 "IN1 i Hr Ng/° `4'Ae6 DRIP °P SATHRE- BERGQUIST, INC. ,C'YRRa °W IF I -J dl ,T 99 "W 5J`4' " °oo W/ 48W saoJ. / 13314 M J T. g On , W AD --- EDGE OF NET LAND /0 ^i O,/ O Go NE \ T LAND S EDGE v AT -AD-­I LANG ', /'- << i �, •y0' �'.4 \ J -- , 20 L4 i� A� Sy\ \5 N89'2n 7' sEDEN uNE a THE soDTN 1/z OF 1HE NE I/4 Ci SEL. J6, iNP. I1 B. PGE. 23 \ \f. WET LAND ry'1' LAND \g TC OUTLOT B NORTH LINE OF THE SOOTN 200 FEET 7 THE SOUTH 1/2 OF THE 1 HE 1/4 OF SEO. W. TNP. 119, RGF 23 GS3.4 _ WEST LINE OF THE EAST 153.1 TH OF THE SOUTH 220 FEET o - OF THE SOUTH I/2 Cf THE °a NE /4'7 SEC 38. 7. 118, flGE 23 102`65 1 N89 °1'04 "W e9,,1 S .O� DRAINAGE s UTILITY ON \ L- �. ? EASEUE011.TvDeu OF ��ph EDGE OF KT LANG C 142.53 363.793bn Ge I ��f/ S N89051'09 .. E 1 p_3B °57 30 , S�' - -- DETAL A I rN IN :2O I t Iln m DO LIB € oN DO 0 w z 1J, - IL IV, \O ° lit- :2O I t Iln m DO LIB € oN DO 0 w z 1J, - IL IV, 3 -� _�: 50 25 0 25 50 100 SCALE IN FEET Tbc basis forth, beann6 system is the meet lino of Oadot C. SAVINIA, which is a ousensid to boar North 00 deSress 34 minutes 57 sewnds West. (SEE SHEE F 2 OF 4 SHEER) O Denotes a I a inch by 14 inch imn pipe set in An, ,,end sod nested b, License Job, 40394 • Denotes a Found Iran himanent DRAINAGE AND UTILITY EASEbII ARE SI10WN TINS: TAG IF I DELTA RADIUS BEARING/ CHORD BEARING II I- 5.63 - -E 275.00 L -1- 1 NOT TO SCALE I Boom fat in width and adjoining lot lines, unless offin -ise indical i and 10 fat in width add admniny rnis, of - ,lines not- otberwise iedinted, as Em a nn the pIhi x Eas n,, SATHRE- BERGQUIST, INC. RAVINIA 4TH ADDITION INSET A a _ 5 11 r ° 6].02 ° 6].D2 6].02 l r 61.02 F- „� Ito Ulm I� 3 I II I In, 11. 16 00 3/ 113 II II' 1P, Al I I- 6 1= 5 Ir 4 Im 3 I Im 2 1Im Io so 1o, No 8Ga L 810• „_26J I" I p >� "� I I� ��zs36a I I� 0o r o9 La s•2o'1rJ 0 L -: ryq° S "' 13.33 62.89 6].00 6].00 54.35 g ry ry t9t>I m l =si _ �- 122.20 129t0i "a3 ANNABELLE o LANO4.oa / A=9 1I 12" o-4 4020" - 9].20 1 "II 1'dlr Ip� IP�tll n' \i�•°i 1110 RanncE s unuTr o ^ o I ml 3 ^ g ^ •� `Y 1N+'. EASEMENT 2 1 ce lot ?s ca z m I- _ - _ _ - Jin \ 4 I ` _ ry L3 I N89 °43'54 "W 1.3 in W 8.4� \ I t N62 °30'36 "W 145.00, J o 0 79 N7 1SJ22.W /Oq, 46 p6`. 0 CURVE AND LINE TABLE TAG IF LENGTH DELTA RADIUS BEARING/ CHORD BEARING CHORD DISTANCE Cl 5.63 G= 110'25 275.00 N019'06 "W 5.63 C2 26.31 ,=6'42'03' 225.OD 52'26'42 "W 26.30 C4 25.10 C= 3'11'43• 45GOD 569'15'27"E 25.09 L3 50.00 T 589'D5'41 "W 6 L6 30.00 ad a, B` 50'33'48•W EL 589 °2555 "E N89'26'25 "W 25.00 an s Yo 5.41 on g 25 1 _I ne ai wl n 8e2CpW 920P _ 1.2. m "" q y CI le. 4 °ae'o �A=20 °3605" Jf�P 19 bPAWAGE EaO suc IInxTY Jy xT rr, aF 6` 2 da 46.20 1 e�4 v� II °95'50 "1C� is wl� 589 °25'55 'E I60J89.3: 254_ -- Q a1 4 �1 Q I 21 SOUTH LINE Do THE SCUM I/2 Cf THE Ni OF SEC. 36, Mf'. 119. POE. 23 1 ry ^O W S O t9� 589 °25'55 E 143.47 el 5 O m RL 889 °25'SSLE 144.38 T 6 °. N ad a, B` O EL 589 °2555 "E 146.19 Z ion - 'n l' 7 CRAINACE &UTILITY EASEMENT 589 °25'55 'E I60J89.3: 254_ -- Q a1 4 �1 Q I 21 SOUTH LINE Do THE SCUM I/2 Cf THE Ni OF SEC. 36, Mf'. 119. POE. 23 RAVINIA 4TH ADDITION INSET B N89 °26'12 "W 69914 s zs. .00 DD _ 73.27 _ 60.22 55 55.00 55.00 89.97 I 107.95 o$ n OflPINPGE N k ^ IIiILITY NkSEMENi m m N^ a O a m a m _a n P a / SB6 °Jq'2q "E )0.9q an =a -- —7 T 4'D6T� I 12 10 11 < 10 I a 9 " 8` ° I as I 8q to /q 6 50 35 0 )5 50 100 dT°9yp 00261 N �' J SCALE MFEET Mj a% � j Y` -0.90 L55.°0� L55.0°—J L54J7�� Lis- 42 'l Sys /J / /yry IpRI °OB'I }' — NBB°RB'Ifi'k' 20.5.6) — p.2fi1.39 �p 35 � The bssh for She hearing 6l :Mln is do wrM line GALLOWAY „i \ xe' ofOutled C, RAVINIA, which is ausamea to bear p6SO C11�CL `Dr North 00 d egrees 34 mines 57 seconds Want G� ggIT 66.20 55.00 55.00 29.39 \ �r (SLC -SHEET 3 OF SHEETS) g SO. ° s 52' , Ot e, W n1 " " ' s I wl ql s °I 1 Dcnoms A I acres b 14 inch Iran in n O \ r rmc Tenn O ground and recaketl by Liccnsc NO, 40344 _ — — _ _ • Granite a Found Iron Monument �. °% g L 8��om uvu�xACE = ra� WEST 149.54 �Ia ,8 N O,G6EMEN, NTl1iYe%1 J\ 2 ° n 11 • 58 ° 55.00 9.6 600 ° 6.p 9 1�H �89 °29'I6'WL 114.6�IY \j� _ ISL95 8° 6 °. °5'40 "W�K� m'el4, 589 °38'17 "W 180.81 o DRAINAGE AND UTILITY EASEMENTS ARE SHOWN Tr1lIS'. 3097 Ip n� p'y + 12 �c'ye0 25 ml_ -1010 O" 0/U0 •'I� yrl°o O, — 1}.50' N89 °3B'I] "E 134.43 / S d N89 °25'55 "W 135.82 oI /'— — Go 10 'HT'y L 13 — m�° o� NB9 °25'55 "W 139.04 I 39 ��° �04� 1 sa'-� 6 Go NOT TO SCALE N89'25'S5 "W' 50.99a LN • " O Q ° 1 EeingSrmt nxFeeL an aidoandadjoningmneno way ^p0 J �\'9H y whoura.anal0 ¢elmwiam and adjoining right of une.' " ^o� ��> 14 ` ri mrensise indicated, as shown on me plus 0 d _ _ _ — _ _�,to I N89°25'S5 "W 17224�W V, 1 0I 2 /= "': l l be Stir — �'q haw V i s6_6 B; _ 1 I�� 3n28522 -59 is %1 F \V \ / I AI OF OF THE SOUTH 1/2 E. 23 SOUTH NEt /G W YC. 36, iW. 110, ME. 23 � J - So. \ Qsea ano ` DETAIL A SATHRE- BERGQUIST, INC. (SEE SHEET 2 OF 45NEE15) - - -- G \\ r� \\ -EDGE OF MET LAM NUJ? MET LAND 19 Fm / \groe //19 2 ry� m - -WEST �Ol 2D.38 —I — 166°3 4=0 °39'24" DRAINPDE k u IMFN 1 I / EASEEMENT, Dy J— ]2.89 WEST 20381 OUTLOT A DRAINAGE k UNI EASEMENT DOER ALL DL .,L -... °. DOTLDTA 75 M to dy m 0 rh O Z NUJ? / e — — — — W - -WEST �Ol 2D.38 —I — 166°3 4=0 °39'24" DRAINPDE k u IMFN 1 I / EASEEMENT, Dy J— ]2.89 WEST 20381 OUTLOT A DRAINAGE k UNI EASEMENT DOER ALL DL .,L -... °. DOTLDTA 75 M to dy m 0 rh O Z NORTH DRAWVI NAME NO. I BY I DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUigN, ATAOIOT CONVEYANLEOF IHFREBY LERNFY THAT THIS RAN ORSFECdFlCAT10N WA5 PREPARED BY ME OR UNDER MY DIRECT SUPERVISION! ANDTHArI e s CITY PROJELT ND. FINAL PLANS- PHASING PLAN FILE NO. SITE PLAN _ _ _ _ _ _ _ _ _ _ _ _ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WDHOIfT SATHRE,BERCQJIST, INC.§ EXPRESS WRITEN AIR TION. USE WITHOUT AMADULYREGISTERED PRO IOWIL ENGMEERIMDERTHE lAWS THE STATE OF. A g F „ SATHRE- BERGQUIST, INC. SNDAUTORIIATIOJCONSTIMESANILIEGRMNIEUBEATD9NALLlHERFBY RAVINIA CHECKED BV d - INDEMNIFY SAIHR&BERGOUIST, J i� w s, R 15050UTH BROADWAY WAYUTN. MN.553f11 (9524]BEW] MINNESOTA RSM ___ _______________ - USERORPARTYLEGALLYREBPONSLEFORDAMAGESMLOSBE .i RESULTING J AO uav�PE. <RS 24__ LENNAR PH1 DATE Mt ________________ FROMILLEGIT.IATEUSE. Oe� Lkxo. ti�%'n p�> 02014 We5pwp0E ProfnGlm°I SerNce, Inc. Phase 1 Final Plant Schedule CODE QTY. COMMON /BOTANICAL NAME SIZE SPACING O.C. TCH 5 ThCmlea9 Cockspur HOwtNOm / CmSOegus crusgdll InermM 15• BB AS SHOWN JR 26 J oneee Tree Lill / Orlin, N,Uo alo 6' HT BE CLUMP AS SHOWN ALB 3 AIlryNmy SWViceberry / Amelancbier IDeWS 6' HT. BB CLUMP AS SHOWN PRC 4 1 Rose Crnb Il Prdrie Rose 1 S BIT AS SHOWN B Back R s Spruce / P'cea o co tleneata T BB AS SHOWN NOS 32 Nmra B mce / Picep Ohba 8' HT B8 AS SHOWN WHIP 9 Wl Pine / PNUS sEi 6' HT BB AS SHOWN NOTE: QUANTITIES ON PLAN SUPERSEDE UST QUANTITIES IN THE EVENT OF A DISCREPANCY. Planting Notes or cc11811.eom - ---- __ <'__ -___- Common Ground Allmon I. CMUHACMR SHALL CONTACT COMMON CROWD ALLIANCE AT 811 OR CAILBILODN TO WRIFY LOCATIONS OF ALL UNDERGROUND MUMS PRIM __ TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL - 2 ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SIZE CONpnNNS -- 3. NO PLANING WLL BE INSTALLED EDIA ALL GRP➢ING AND CONSIRUCnON HAS BEEN COMM£IED IN ME IMMEDIATE AREA 4. ALL 51$SNNnpJS MUST BE APPROVED BY ME LANDSCAPE ARCHITECT PRIM TO SUBWSSM OF ANY BU Mill WORE BY nK LANDSCAPE CONTRACTOR 5. CONTRACTOR SHALL PRONOE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS ME GJARNIIEE MONS ON THE DATE OF THE LANDSCAPE ARCHRI OR OWNERS WRITTEN ACCEPTANCE OF ME INMAL PLANTING -- - -._ REPLACEMENT PLANT MATERIAL SHALL HAYS A ONE YEAR GUARANTEE COMMENCING UPON PLANTING - -- I I rT 6. ALL PLANTS TO BE SPECIMEN GINADE. MINNESOTA -(BONN AND /OR HARDY. T T SPECIMEN GLADE SHALL ADHERE TO. BUT IS NOT LIMITED BY. THE - \ FDTOWING SWIDALroS: I ALL RANTS SHALL BE FREE FROM DWASE PESIS, WOUNDS, SCARS. ETC. _ Al PLANTS SHALL BE PRIM FROM NOnFEABLE (Al HIXFS. OR G6 D6CRINnPS - ALL PUNTS SHALL BE REE FROM BROKEN OR DEAD BRANCHES. ___ I ALL RANTS SHALL Si HEAVY. N ESTA SHED MAI AND DEALING HEIGHT WS 1REF5 SHALL NAPE AN EMAN 5:a MAN LEADER AND A HEIGHT TO NIDM SEATO OF NO TEES MAR 5:1 �_ �1 � � ______._ __._._ ♦ - r -____ r ]. PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (All l'- -' __ - ` - • % - ' - Z60.1-20DF OR MOST CURRQT WFSIXQ REWIROWENTS FOR SIZE AND TYPE SPECIFIED. fl PLANTS TO BE INSTALLED AS PER YHA k MR STANDARD PLANTING PRACTICES. \ _ _ -- _ _ r - -___ _I 9- PLANTS SHALL BE l N ATELT PLANTED UPON ARRIVAL AT SIZE. -- _ PRfPFRLY HEEL -N YAMIRIAl IF NECESSARY. MMPCRARY ONLY 1A. PHIXt M RANTNG FIELD MODIFY THAT ME ROOT COUAt/ROOT FLAIR IS LOCATED AT ME RCP OF 11E BALLED IT BHdAP MEE. IF THIS IS NOT THE CAR, SOL SHA L BE HLVE OD DOWN TO ME ROOT COLLAR/ROOT M FTAVL MEN E SEALED A BURLAP TREE IS PLANTED. nS ROOT ./ROOT FLAB SMALL BE EDEN OR S GHM-Y ABOME FINISHED MADE. ll. SPLIT AND OF AK AP ON BB YAIEPoN$ FELOY£ PDT ON POTTED PUNTS Sour AND BREAK APART PFwr POTS, - 'I / L ,�Z ' � - All 11 1 lz PROW PLANTS AS NECESSARY - PFR STANDARD NURSERY PRACNCE MID TD CORRECT POOR B MNG OF EMISTING AND PROPOSED TREES. e •, �r.51 e F?� O _ I\ 1 ° I' i 13. MAP ALL SYOUn1- BAIEIED TREES - FASTEN TOP AND III REMOVE -- • T A r t''\- / I /, BY APRIL ISE • y. S �' `� I// 14. STAKWG CK TREES IS NOT NLOWED: REP09ngl RUMS AND STAKE IF NOT PLEB AFTER ONE YEAR. NON -FUUMB TREES TO BE SUBJECT TO WAM Axtt REPUCE1RNr OR REPANL - `- 15. THE NEED FOR WIL MENDI SHALL BE DETERMINM DOOR SITE SOL L F -_____ I I -_ FL- CIXIDIMNS PRIOR TO PLANIINf. WNDSCAPE CONTRACTOR SHALL NOTFY i LANDSCAPE ARCHITECT FOR ME NEED OF ANY SOL AMENOENTS _ _ _ y r _ _ _ - j I M, SACKFUL SOIL AND TOPSOIL TO AMERE TO Ill STANDARD S£OFMAnCN 3977 (SIECT ITPSfS DOHRO'A) AND M BE EASnxG MP SOL FROM SUE FREE OF ROOIS ROCKS LAROR MAN ME INCH. SUBSOIL DEBRIS, AND LARGE NEEDS UNLESS SEC ED OMMMM MINIMUM DEPTH TOPSOIL FOR Au LAWN GRASS All AND Ir DEPTH TOPSOIL FOR / - I ( I / / / /�G • F' aA 1J. MULCT lO SHAT EL MEN. SHDIB. AIIHAWL D TH OF ONCE AREAS / I i� \ 1 \ / �_ II , •♦ TREE AND SINUS RAINING COOS SHARD HAW 4• DEPTH OF D AROUND AA PLANT MULCH. ill AREA , PERE00 MULCH Tn BE LARD AROUND A ALL PLANTS HAW " DE AREAS PERENHLL AND OHIAYFlITAL GRA55 _ " II • ♦- / \ 1 BIRDS SHALL HAVE 2 DATE AL- MULCH HANDMFM MULCH. MULCH 10 BE FREE OWH OF DfIfT OEcT LLAINON_ YULGI AND FABRIC 10 BE APPROVED OWNER PPoO11D NSTMIADOi. I8. Mi MICE CMMEROAL LADE NAHET' -YEW BLACK DIAMOND / EQUAL) POLY EDGING OR SPADED E AS NDICAMI POLY SHALL BE PLACED WM SMOOM CURVES AND STMOD MM MINTED SPIKES NO GREATER MAN 4 MOT ON CENTER WPM BASS OF TOP BEAD AT I I - P �' • Y C", GRADE. FOR MOW TO CUT ABOVE HT DAMAGE. III GO . < ` AND SDEWALMS FOR EDL9NG WHERE POSSBIE SPADED EDGE TO PROVIDE I` - - - - -- V -SHAPED DEEM AND W SHRUB. TO CREATE SEPARATION FkIWEEN MULCH AND - - -- L___J____1___� GRASS LESS VIOL TREE, SIRES. aR INx-GARDEN I To BE SPADED ' - -- F________________ r °,. ,.... , ✓ III, �. ED(£, UNLESS NOTED OMERHR. ENDING lD NATCN E%15DNG CONDITIONS r • �- (W,ERE APPLICABLE). _ ♦ _ i9. ALL DISTURBED AREAS TO BE SCOLDED IXCFPT POND AREAS fi WENND MINNESOTA AS GOTm AN HARDY BLUEGRASS PLAN. 500 M BE LAWN WEEDS. �'� • • = r R_ T• MINNESOTA CROWN AND HARPY BLUEGRASS YIX. FREE OF LAWN ALL TOPSOIL AREAS M R RMOD TO REMOVE DEBRIS AND ENSURE I j - r t i i' DRAINAGE. ROPES OF 3 1 OR GLEANER SHALL BE STAMEN IF NOT INDICATED ON LANDSCAPE PLAN. 92 EROSION CONM0. PUN. 1 v 20. PROVIDE IRRIGARON TO Al PLANTED AREAS ON SSE IRRIGABON SYSMIM TO BE DESON/NDLD BY LANDSCAPE CONTRACTOR. CONTRACTOR i0 PROVE OPERATION MANUALS AS -BUILT PUNS AND NORMPL PRO:RAMYING. LAWN EFRIHOF ,AMI"MM SYSTEMS SHALL ALL HAVE I x 1 J e t RAM SENSORS TO UMU UNNECESSARY WATERRI SYSTEM SHALL BE WNTERIIID AND HAVE REFUND STARTUP WRING FIRST YEAR OF OPQUDON. ) _. P '• I I I SYSTEM STALL HAVE OE -YEAR wARNMUY ON ALL PAR15 AxD LABOL I 1 - -- G R iii A ALL INFIM ATION ABOUT INSTALLATION AND SCHEDULING CAN H OBTAINED I FROM ME GENERA CORMACTOIL I I -_ __ "Pc �'• Y 14� 21. GONIRACMIN SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS I P UNTIL ME PUNT IS FULLY ESTABUSIED OR PNIG/1RCN SYSTEM IS I ORRADONAL OWNER WML NOT PROVIDE WAIm FOR CONTRACTOR. 1 I • �� - 22. REPAIR REPLACE OR PROVIDE Soil AS REWIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO ME SIZE MM WRING CONSIHICBIXI I T3. REPAIR ALL DAMAGE TO PROPERTY fR011 PLANING OPEAARONS AT NO COST TO OwHER r — — O' 300' 600' I W' � i DDDxsza.m PEEm e. — arc 09/10/14 Bbcc 1 OF 4 FPUH aT xNDAYTED 9YWwiZ PpIME pR x 5pW PRIM CM M,`R41E. a �I�N, -, 9ILNCMS PRWN: AS Ell AND Soil AS APARD, I1ALL ` ". _ LLA[fR T DLbt CaN Leraw PCR ME (l) KM MALL 'R. SiMMD AS NEP111611. 41.x- � CECIRE AND C[NAEPAWSM� Cro"O" I..\'AI ANDACMIfFAW FAA orE ro 16305 361h AYmue North, Solve 6UU D UMS Mx(MAA)IDR�TO . CT V. I (MM) 9/ID/14 26971 @EST "Al .. A%WD P. W. DT SrAY£�� J D5 PNXIEO VIE, TNMNE➢ 1.M° NI PUCE 3 E.Ni W PM15 i0 �X6 0. Y# 6 AJ E053 . PC61S PACE 3 T ry1ryNDE ROCI AND 2 N Po39 WM 16' LpiC PCIYPRCPIIFNE M • T Al PEE EM Iii /ND CUiSpE RDJT BNL IRE l0 P0515 WM _ PIDE I.. M 41 15 LR 16 LOUR YF..1 I YVAA1.EW IL. 1S' Hon,. N1W ITgIXDi LNOND T� PSr FIFE I. tlFlx Ac RNANME . AS TRATE , PLATE xDILx DEPIN AS SFEticll n ONFA 1 PITS - DD N, E. loi TfiNKK. . TAxi„3 DO N q LOSE S OFF, WAIERMG GASH. DIP" " eAUPU wNT BY YON D a BAUfiLL SR II DMVIFlLL FlED 9WES MD evrtol 6 �OCANUILL X0LL _ OF xMl - L FOREX. To C6FEN TO ANDO SLINDMD PM aECE, °Fo, PERO axvwDi "LA . TOUT v N.I "'o ST . NEAR ENS® C#WNNNED az 11. NSYE]] wO- NN -NL°R SET N. MALL N Ei.- GNC'�NLLSTII✓RD �P® PNATIPAI HA1CwxD URNS C I . WM Mtl91ED SiF� NAEM� TRE4 NATIAJL P.. SHE EAAW N.T.S. clo., STS w AECIWWS 1REE �� w EVQRONEN TREE c� I LA28 I LA29 •. PLANDNG PUNTING E 11DVE NoN i TT WL NATMAtxD NNG coL Gion RPMm FA HSDI9 OBUDI ON CWF °ATMEDD AA YT ENE M. u�T�u u reu Y. r nND �NOs .Aw�i NO w e5 CFADE wMI�H.RCU ED YRM ! [DS SXSNDI ! SPECFlE. RmW SNG. FLN9Y WIE1S [E xDLM AND RED AoJMlir TD uxS AIYAs VIER Duw ER rADRC. Er. e cmAll EnP`A"rsNON. inEN.E AD�nl N USN AREAS a SONS AND BOiiW CP IEIE�CMVY s°NcAlEiNVTIm1OESH D"mr a NyE NtlF' aI 'SUNNI T W 44OPF0 Fl. RANT R m PR . YERN 1/A Ili MIL PART CtlFRT TO 1 PMT WSiN6 T'ocol . xDID. ' SHRUB P—TING LLN.TLL POH NNIAL PLANTING LLN.Tw�, �T CARES Planting Notes or cc11811.eom - ---- __ <'__ -___- Common Ground Allmon I. CMUHACMR SHALL CONTACT COMMON CROWD ALLIANCE AT 811 OR CAILBILODN TO WRIFY LOCATIONS OF ALL UNDERGROUND MUMS PRIM __ TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL - 2 ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SIZE CONpnNNS -- 3. NO PLANING WLL BE INSTALLED EDIA ALL GRP➢ING AND CONSIRUCnON HAS BEEN COMM£IED IN ME IMMEDIATE AREA 4. ALL 51$SNNnpJS MUST BE APPROVED BY ME LANDSCAPE ARCHITECT PRIM TO SUBWSSM OF ANY BU Mill WORE BY nK LANDSCAPE CONTRACTOR 5. CONTRACTOR SHALL PRONOE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS ME GJARNIIEE MONS ON THE DATE OF THE LANDSCAPE ARCHRI OR OWNERS WRITTEN ACCEPTANCE OF ME INMAL PLANTING -- - -._ REPLACEMENT PLANT MATERIAL SHALL HAYS A ONE YEAR GUARANTEE COMMENCING UPON PLANTING - -- I I rT 6. ALL PLANTS TO BE SPECIMEN GINADE. MINNESOTA -(BONN AND /OR HARDY. T T SPECIMEN GLADE SHALL ADHERE TO. BUT IS NOT LIMITED BY. THE - \ FDTOWING SWIDALroS: I ALL RANTS SHALL BE FREE FROM DWASE PESIS, WOUNDS, SCARS. ETC. _ Al PLANTS SHALL BE PRIM FROM NOnFEABLE (Al HIXFS. OR G6 D6CRINnPS - ALL PUNTS SHALL BE REE FROM BROKEN OR DEAD BRANCHES. ___ I ALL RANTS SHALL Si HEAVY. N ESTA SHED MAI AND DEALING HEIGHT WS 1REF5 SHALL NAPE AN EMAN 5:a MAN LEADER AND A HEIGHT TO NIDM SEATO OF NO TEES MAR 5:1 �_ �1 � � ______._ __._._ ♦ - r -____ r ]. PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (All l'- -' __ - ` - • % - ' - Z60.1-20DF OR MOST CURRQT WFSIXQ REWIROWENTS FOR SIZE AND TYPE SPECIFIED. fl PLANTS TO BE INSTALLED AS PER YHA k MR STANDARD PLANTING PRACTICES. \ _ _ -- _ _ r - -___ _I 9- PLANTS SHALL BE l N ATELT PLANTED UPON ARRIVAL AT SIZE. -- _ PRfPFRLY HEEL -N YAMIRIAl IF NECESSARY. MMPCRARY ONLY 1A. PHIXt M RANTNG FIELD MODIFY THAT ME ROOT COUAt/ROOT FLAIR IS LOCATED AT ME RCP OF 11E BALLED IT BHdAP MEE. IF THIS IS NOT THE CAR, SOL SHA L BE HLVE OD DOWN TO ME ROOT COLLAR/ROOT M FTAVL MEN E SEALED A BURLAP TREE IS PLANTED. nS ROOT ./ROOT FLAB SMALL BE EDEN OR S GHM-Y ABOME FINISHED MADE. ll. SPLIT AND OF AK AP ON BB YAIEPoN$ FELOY£ PDT ON POTTED PUNTS Sour AND BREAK APART PFwr POTS, - 'I / L ,�Z ' � - All 11 1 lz PROW PLANTS AS NECESSARY - PFR STANDARD NURSERY PRACNCE MID TD CORRECT POOR B MNG OF EMISTING AND PROPOSED TREES. e •, �r.51 e F?� O _ I\ 1 ° I' i 13. MAP ALL SYOUn1- BAIEIED TREES - FASTEN TOP AND III REMOVE -- • T A r t''\- / I /, BY APRIL ISE • y. S �' `� I// 14. STAKWG CK TREES IS NOT NLOWED: REP09ngl RUMS AND STAKE IF NOT PLEB AFTER ONE YEAR. NON -FUUMB TREES TO BE SUBJECT TO WAM Axtt REPUCE1RNr OR REPANL - `- 15. THE NEED FOR WIL MENDI SHALL BE DETERMINM DOOR SITE SOL L F -_____ I I -_ FL- CIXIDIMNS PRIOR TO PLANIINf. WNDSCAPE CONTRACTOR SHALL NOTFY i LANDSCAPE ARCHITECT FOR ME NEED OF ANY SOL AMENOENTS _ _ _ y r _ _ _ - j I M, SACKFUL SOIL AND TOPSOIL TO AMERE TO Ill STANDARD S£OFMAnCN 3977 (SIECT ITPSfS DOHRO'A) AND M BE EASnxG MP SOL FROM SUE FREE OF ROOIS ROCKS LAROR MAN ME INCH. SUBSOIL DEBRIS, AND LARGE NEEDS UNLESS SEC ED OMMMM MINIMUM DEPTH TOPSOIL FOR Au LAWN GRASS All AND Ir DEPTH TOPSOIL FOR / - I ( I / / / /�G • F' aA 1J. MULCT lO SHAT EL MEN. SHDIB. AIIHAWL D TH OF ONCE AREAS / I i� \ 1 \ / �_ II , •♦ TREE AND SINUS RAINING COOS SHARD HAW 4• DEPTH OF D AROUND AA PLANT MULCH. ill AREA , PERE00 MULCH Tn BE LARD AROUND A ALL PLANTS HAW " DE AREAS PERENHLL AND OHIAYFlITAL GRA55 _ " II • ♦- / \ 1 BIRDS SHALL HAVE 2 DATE AL- MULCH HANDMFM MULCH. MULCH 10 BE FREE OWH OF DfIfT OEcT LLAINON_ YULGI AND FABRIC 10 BE APPROVED OWNER PPoO11D NSTMIADOi. I8. Mi MICE CMMEROAL LADE NAHET' -YEW BLACK DIAMOND / EQUAL) POLY EDGING OR SPADED E AS NDICAMI POLY SHALL BE PLACED WM SMOOM CURVES AND STMOD MM MINTED SPIKES NO GREATER MAN 4 MOT ON CENTER WPM BASS OF TOP BEAD AT I I - P �' • Y C", GRADE. FOR MOW TO CUT ABOVE HT DAMAGE. III GO . < ` AND SDEWALMS FOR EDL9NG WHERE POSSBIE SPADED EDGE TO PROVIDE I` - - - - -- V -SHAPED DEEM AND W SHRUB. TO CREATE SEPARATION FkIWEEN MULCH AND - - -- L___J____1___� GRASS LESS VIOL TREE, SIRES. aR INx-GARDEN I To BE SPADED ' - -- F________________ r °,. ,.... , ✓ III, �. ED(£, UNLESS NOTED OMERHR. ENDING lD NATCN E%15DNG CONDITIONS r • �- (W,ERE APPLICABLE). _ ♦ _ i9. ALL DISTURBED AREAS TO BE SCOLDED IXCFPT POND AREAS fi WENND MINNESOTA AS GOTm AN HARDY BLUEGRASS PLAN. 500 M BE LAWN WEEDS. �'� • • = r R_ T• MINNESOTA CROWN AND HARPY BLUEGRASS YIX. FREE OF LAWN ALL TOPSOIL AREAS M R RMOD TO REMOVE DEBRIS AND ENSURE I j - r t i i' DRAINAGE. ROPES OF 3 1 OR GLEANER SHALL BE STAMEN IF NOT INDICATED ON LANDSCAPE PLAN. 92 EROSION CONM0. PUN. 1 v 20. PROVIDE IRRIGARON TO Al PLANTED AREAS ON SSE IRRIGABON SYSMIM TO BE DESON/NDLD BY LANDSCAPE CONTRACTOR. CONTRACTOR i0 PROVE OPERATION MANUALS AS -BUILT PUNS AND NORMPL PRO:RAMYING. LAWN EFRIHOF ,AMI"MM SYSTEMS SHALL ALL HAVE I x 1 J e t RAM SENSORS TO UMU UNNECESSARY WATERRI SYSTEM SHALL BE WNTERIIID AND HAVE REFUND STARTUP WRING FIRST YEAR OF OPQUDON. ) _. P '• I I I SYSTEM STALL HAVE OE -YEAR wARNMUY ON ALL PAR15 AxD LABOL I 1 - -- G R iii A ALL INFIM ATION ABOUT INSTALLATION AND SCHEDULING CAN H OBTAINED I FROM ME GENERA CORMACTOIL I I -_ __ "Pc �'• Y 14� 21. GONIRACMIN SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS I P UNTIL ME PUNT IS FULLY ESTABUSIED OR PNIG/1RCN SYSTEM IS I ORRADONAL OWNER WML NOT PROVIDE WAIm FOR CONTRACTOR. 1 I • �� - 22. REPAIR REPLACE OR PROVIDE Soil AS REWIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO ME SIZE MM WRING CONSIHICBIXI I T3. REPAIR ALL DAMAGE TO PROPERTY fR011 PLANING OPEAARONS AT NO COST TO OwHER r — — O' 300' 600' I W' � i DDDxsza.m PEEm e. — arc 09/10/14 Bbcc 1 OF 4 Ravinia xA.Ma,. r,dWb,M,.M61Poy� ;.� a a �I�N, -, IE.T_. OY --aredfm Overall Candace Plan I1ALL ` ". _ . x .: . �. T DLbt CaN Leraw , I 41.x- � Cro"O" I..\'AI Phase 1 1 FAA orE ro 16305 361h AYmue North, Solve 6UU 9/ID/14 26971 ld m.M. }.AeA nymvotL, MN 55416 WeStWNod w— N�Ne o2M4 W. wb Pm9essiwd SeMces. Inc. I ". vbeetlnolrbiW 15.rY.y MC I �V /^.% �� Pm ` g vJ➢A'An I Lwl� I —" GY I P,` f= 4 I.Q1l1laT 2: 7 11 m 16105 36th Av ®ue North, Su1Ae 60D u m.a�snr. Plymoutb, b1N 55496 Westwood ....vwo,p�. ple '9/90/14 t�.x. 769J1 L Ravinia Co., MN .tore I ,,, 09/10/14 sh.x 2 on 4 Final Landscape Plan - Phase 1 02014 Westwood Proressioncl Serwces. Inc. Parkway Median Planting Detail Parkway Median Planting Detail S13I P.M i' GI // /` //I IS w Coll 48 Hours Ne9Dre digging: 811 " eallall.cm Common Gound Alliance I"� wrrem w.or.wl'wHm l® YY6itwood wx.uuaMamn L unma'r� see 4 weaa e.. ' '9non+ Nm.Nn us�9 3D' SIGHT —/ TRIANGLE STREET LIGHT Mailbox unit (tyrJ I STREET LIGHT J1 1I / , Lennar ]630.5 3RII Av." North, Sv 600 Yly.mth, MN 55496 W 1 APPROVED FA NOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUNNTTES IN THE EVENT OF A DISCREPANCY. GUANTTES USTD ARE SUMS FOR ALL DETAIL PLANTING BEDS IN PHASE 1 UNLESS NOTED OTHERWISE. OW251801GLP03 . u k 09/10/14 sn ec 3 of 4 Ravinia Final Landscape Plan c°� I"n' Details - Phase 1 F o2014 Wes[Rood Main Entry Monument 8a1ec lm, s ry RS LmAR FREGKat CAP Orb R5. GFDAR GmAR (LRBF15 PRL r LO60 SIEN Sub - Neighborhood Monument So us - r4Y Mailbox Unit (Post Mount) Stone I r. All Xwil,, �m EASTERN NELDSTCNE BY BOULDER CREEK STONE OR EQUAL TI�TL�Q. I.RffK STGtE X36' OLY/JRATNE FEIY'INS Private Pool Detail stele: ltim GLEASON PARKWAY-----'---- Private Pool Plant Schedule CODE QTY. COMMON /BOTANICAL NAME SIZE SPACING O.C. N07: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. I ". MMMROIaHW ArKa�IK dry smbW e-/-wp �N vIwNWC�.VE 9wYw •'°Y°'° San Lennar 1630.5 36th dootx North, Suite 600 IAlebtwood ....w.mawm. '9M/14 y�ey 16971 Plymouth, MN 55446 Ravinia mlmreR, h l 811 w C011811.Com Common Ground Alliance enC.520011'LSOe n.m 09 /10/14 se 4 of 4 Final Landscape Plan Details - Phase 1 ®2016 Westwood Professlonal Services. Inc. Revised Cul -de -Sac Island Detail Scale: 1 " =20' 18 LBS Cul -de -Sac Island Plant Schedule CURB —SEE PLANS FOR OVERSTORY SPECIE SHREDDED HA BARK MULCH � 7 PDB r EDGING 3 " -6" COB LE ROCK MULCH MAINTENAN EDGING LBS BEHIND BAC OF CURB TYP. 6 PDB 21 MIS MIS 21 Miscanthus Flame Grass / Miscanthus sinensis 'Purpurascens' #1 CONT. 48" O.C. PDB 24 Panicum Dewey Blue Switch Grass / Panicum amarum 'Dewey Blue' #1 CONT. 36" O.C. LBS 43 Blue Heaven Bluestem Grass / Schizachyrium scoparium 'Minniblue A' #1 CONT. 18" O.C. NOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. x 0. 20' 40' Date: 2/8/2016 sheer 1 OF 1 Ravinia0002528.04PLF02.dwci Westwood Professional SerAce% Inc �g�Q� 7699 Anagram Drive �• for. Designed: CL IA M Eden Prairie, N 55344 Final Landscape T PHONE 952- 937 -5150 Checked: Lennar W Details FAX 952- 937 -5822 Drawn: NM TOLL FREE 1-888- 937 -5150 Record Drawing by /date: Plymouth, MN &%46 Corcorim� MN Wwtwlood vuww.westwoodps.cca 2,148 Sq. Ft. • 2 Stories • 4 Bedrooms • 3 Bathrooms • 2 Car Garage The Twin Cities #1 homebuilder for the last 9 years! Plans and elevations are artist's renderings and may contain options which are not standard on all models. Lennar reserves the right to make changes to these floor plans, specifications, dimensions and elevations without prior notice. Stated dimensions and square footage are approximate and should not be used as representation of the home's precise or actual size. Any statement, verbal or written, regarding "under air" or "finished area" or any other description or modifier of the square footage size of any home is a shorthand description of the manner in which the square footage was estimated and should not be construed to indicate certainty. Garage sizes may vary from home to home and may not accommodate all vehicles. U.S. Home Corporation d/b /a Lennar — License No. 20464871. Lennar Sales Corp. — Broker. MN Bldr. Lic # BC001413. Copyright 2015 Lennar Corporation. All rights reserved. Lennar, the Lennar logo and the Everything's Included logo are registered service marks or service marks of Lennar Corporation and /or its subsidiaries. (10196) 7/16/15 0PPORTUNff 16305 36th Ave. N. Suite 600, Plymouth, MN 55446 NOOK GREAT 9' x 13' ROOM 17'x 17' i i KITCHEN 1 10' x 14' - - - -- - - -- f PANIRI MUD FLEX W.LG ROOM ROOM FOYER PORCH 2 CAR GARAGE 19'x 21' Main Level BEDROOM 3 BEDROOM 4 10' x 10' 11' x 10' � UPT. eox VAULT! A MASTER BEDROOM BATH 4,i >ri r BEDROOM 2 „ y_ 11' x 10' Upper Level MASTER BATH 2 Stories 14 Bedrooms 13 Bathrooms 12 Car Garage 2,148 Sq. Ft. V,4 EVERYTHING'S INCLUDED' 2,271 Sq. Ft. • 2 Stories • 4 Bedrooms • 3 Bathrooms • 2 Car Garage The Twin Cities #1 homebuilder for the last 8 years! Plans and elevations are artist's renderings and may contain options which are not standard on all models. Lennar reserves the right to make changes to these floor plans, specifications, dimensions and elevations without prior notice. Stated dimensions and square footage are approximate and should not be used as representation of the home's precise or actual size. Any statement, verbal or written, regarding "under air" or "finished area" or any other description or modifier of the square footage size of any home is a shorthand description of the manner in which the square footage was estimated and should not be construed to indicate certainty. Garage sizes may vary from home to home and may not accommodate all vehicles. U.S. Home Corporation d/b /a Lennar — License No. 20464871. Lennar Sales Corp. — Broker. MN Bldr. Lic # BC001413. Copyright 2014 Lennar Corporation. All rights reserved. Lennar, the Lennar logo and the Everything's Included logo are registered service marks or service marks of Lennar Corporation and /or its subsidiaries. (10197) 12/18/14 0PPORTUNff 16305 36th Ave. N. Suite 600, Plymouth, MN 55446 GREAT ROOM 17'x 17' I II II II II _ II ROOM FOYER 11'x 13' I II II I II I ;PORCH Main Level NOOK 10'x13' KITCHEN 11' x 13' MUD ROOM 2 CAR GARAGE 21'x 18' I i I i I I BEDROOM 2 1 BEDROOM 3 i 0- sox vnuct 11' BEDROOM `------------- T i I MASTER BEDROOM 14'x 14' I i I � a n Q DN W I.C. BATH mx WLC. MASTEx BATH BEDROOM 4 I 11' x O !f! Upper Level 2 Stories 14 Bedrooms 13 Bathrooms 12 Car Garage 2,271 Sq. Ft. SIR t 04.� EVERYTHING'S INCLUDED' 2,450 Sq. Ft. • 2 Stories • 4 Bedrooms • 3 Bathrooms • 2 Car Garage The Twin Cities #1 homebuilder for the last 8 years! Plans and elevations are artist's renderings and may contain options which are not standard on all models. Lennar reserves the right to make changes to these floor plans, specifications, dimensions and elevations without prior notice. Stated dimensions and square footage are approximate and should not be used as representation of the home's precise or actual size. Any statement, verbal or written, regarding "under air" or "finished area" or any other description or modifier of the square footage size of any home is a shorthand description of the manner in which the square footage was estimated and should not be construed to indicate certainty. Garage sizes may vary from home to home and may not accommodate all vehicles. U.S. Home Corporation d/b /a Lennar — License No. 20464871. Lennar Sales Corp. — Broker. MN Bldr. Lic # BC001413. Copyright 2014 Lennar Corporation. All rights reserved. Lennar, the Lennar logo and the Everything's Included logo are registered service marks or service marks of Lennar Corporation and /or its subsidiaries. (10198) 12.19.14 0PPORTUNff 16305 36th Ave. N. Suite 600, Plymouth, MN 55446 GREAT ROOM 18' x 15' �I I it FLEX I ROOM FOYER 11'x 12' II II II II Z 61 DINING ROOM RD 15'x 10' c4 OPT. BOX VALULT.: BATH MASTER BEDROOM ii 14'x 15' OOT_ -I DWI KITCHEN i PANITM 5' x 8' PWUR ROOMUD M I Brrvce I 2 CAR GARAGE 21'x 21' PORCH I I -- - - - - -- ------------------ I I Main Level BEDROOM 4 11'x 12' W.I.C. WI.C. U frw BEDROOM 2 11' x 12' BEDROOM 3 11' x 12' BATH n orr 2 Upper Level OPT CLG_________ RD ------------------ MA OPT. BOX VALULT.: BATH MASTER BEDROOM O 14'x 15' BEDROOM 4 11'x 12' W.I.C. WI.C. U frw BEDROOM 2 11' x 12' BEDROOM 3 11' x 12' BATH n orr 2 Upper Level 2 Stories 14 Bedrooms 13 Bathrooms 12 Car Garage 2,450 Sq. Ft. �J EVERYTHING'S INCLUDED' 2,443 Sq. Ft. • 2 Stories • 4 Bedrooms • 3 Bathrooms • 2 Car Garage The Twin Cities #1 homebuilder for the last 9 years! Plans and elevations are artist's renderings and may contain options which are not standard on all models. Lennar reserves the right to make changes to these floor plans, specifications, dimensions and elevations without prior notice. Stated dimensions and square footage are approximate and should not be used as representation of the home's precise or actual size. Any statement, verbal or written, regarding "under air" or "finished area" or any other description or modifier of the square footage size of any home is a shorthand description of the manner in which the square footage was estimated and should not be construed to indicate certainty. Garage sizes may vary from home to home and may not accommodate all vehicles. U.S. Home Corporation d/b /a Lennar — License No. 20464871. Lennar Sales Corp. — Broker. MN Bldr. Lic # BC001413. Copyright 2015 Lennar Corporation. All rights reserved. Lennar, the Lennar logo and the Everything's Included logo are registered service marks or service marks of Lennar Corporation and /or its subsidiaries. (10199) 7/6/15 °PPORTUNf" 16305 36th Ave. N. Suite 600, Plymouth, MN 55446 Main Level v OWNER'S BATH OWNER'S SUITE 14' -0" X 14' -0" CLOSET BEDROOM 4 I 11' -0" X 13' -0" - ------------ - - - - -- ' COATS OPT OPT.. i n ' iEff D _ OPTS O —' L. TUB OPT. LAUNDRY SINK BATH CLC�SLST , DN BEDROOM 2 11' -0" X 11' -0" o o LOFT BEDROOM 3 p w 91-0" X 12'-0" 11' -0" X 12' -0" CLOSET CLOSET Upper Level l 2 Stories 14 Bedrooms 13 Bathrooms 12 Car Garage 2,443 Sq. Ft. *,J. EVERYTHING'S INCLUDED' 2,692 Sq. Ft. • 2 Stories • 4 Bedrooms • 3 Bathrooms • 2 Car Garage The Twin Cities #1 homebuilder for the last 9 years! Plans and elevations are artist's renderings and may contain options which are not standard on all models. Lennar reserves the right to make changes to these floor plans, specifications, dimensions and elevations without prior notice. Stated dimensions and square footage are approximate and should not be used as representation of the home's precise or actual size. Any statement, verbal or written, regarding "under air" or "finished area" or any other description or modifier of the square footage size of any home is a shorthand description of the manner in which the square footage was estimated and should not be construed to indicate certainty. Garage sizes may vary from home to home and may not accommodate all vehicles. U.S. Home Corporation d/b /a Lennar — License No. 20464871. Lennar Sales Corp. — Broker. MN Bldr. Lic # BC001413. Copyright 2015 Lennar Corporation. All rights reserved. Lennar, the Lennar logo and the Everything's Included logo are registered service marks or service marks of Lennar Corporation and /or its subsidiaries. (10200) 7/6/15 0PPORTUNff 16305 36th Ave. N. Suite 600, Plymouth, MN 55446 The Lewis DINING KITCHEN ROOM z' x t3' lrxlc' FAMILY ROOM 16'x 17' PORCH i i i i i i PA 7m MUD ROOM 2 CAR GARAGE 19'x 21' i i i i i i Main Level W.I.C. -j ,o - - -- BATH v BEDROOM 4 �____OPFBGX i _- FLEX no aS > FOYER pinj ! ROOM >i BEDROOM 12'x13' 9T �o 15'x16' PORCH i i i i i i PA 7m MUD ROOM 2 CAR GARAGE 19'x 21' i i i i i i Main Level W.I.C. U BATH BEDROOM 4 �____OPFBGX 11' x 12' Q F` _- MASTER pinj ! oPr i BEDROOM D� sinti' 15'x16' i LOFT 12'x 10' D tOITH LINEN BEDROOM 2 BEDROOM 3 11' x 12' 12' x 14' W.I.C. Upper Level 2 Stories 14 Bedrooms 13 Bathrooms 12 Car Garage 2,692 Sq. Ft. V,4 EVERYTHING'S INCLUDED' Agenda Item 7 a. L A N D F O R M From Site to Finish 0 105 South Fifth Street, MEMORANDUM Suite 513 Minneapolis, MN 55401 DATE March 16, 2016 .. ............................... _ ............................................................................................................................... ............................... TO Brad Martens .. ............................... _ ............................................................................................................................... ............................... cc City Council, Planninq Commission, Parks & Trails Commission FROM Kendra Lindahl, City Planner ... ............................... _ .............................................................................................................................................. ............................... RE Active Corcoran Planning Applications .... .............................._ ................................................................................................... ............................... The following is a summary of project status for current, active projects: Tel: 612 - 252 -9070 Fax: 612 - 252 -9077 www.landform.net 1. Design Guidelines Update for Southeast District /Downtown (city file 15 -021). The City received funding from Hennepin County for this project. The Project Management Team (PMT) includes the city administrator, city planner and Hennepin County staff. The final community open house was held on March 14th. The item is tentatively scheduled for Parks and Trails Commission review on April 19tH public hearing at the Planning Commission on May 5th and City Council adoption on May 28tH 2. Park Place Storage request for Rezoning, Variance, Conditional Use Permit, Site Plan and Preliminary Plat (City file 16 -002). The City Council reviewed a sketch plan last year for expansion of the existing mini - storage facility. The applicant has submitted the application, but is working to provide additional information for completeness. 3. Private Drive Ordinance Amendment (City file 16 -003). The City Council approved an ordinance amendment allowing private drives in the Rural Residential district, subject to certain conditions. However, after adoption the City Council directed staff to revisit this issue and consider an ordinance amendment to eliminate that requirement that private drives off paved roads must be paved. Staff has tentatively scheduled this item for a public hearing at the Planning Commission in May. 4. Ravinia 4' Addition Final Plat, PUD Final Plan and Vacation (City file 16 -004). Lennar has submitted an application for 44 single family homes. This area was originally planned for detached townhomes on 60 -foot wide lots. The applicant is proposing to modify the plan to provide the new Discovery series single family homes on 55 -foot lots. The applicant is working to make the application complete, but we expect this item to be scheduled for Planning Commission review on April 7th and City Council action on April 28th 5. City- Initiated Park Dedication Ordinance Update (City File 14 -007 and 16 -006). 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. The Council authorized this as a priority for 2016. Staff is preparing a work plan proposal for consideration at the March 24th Council meeting and would bring a draft plan back to the April City Council meeting. The item would then be scheduled for Parks and Trails Commission review in May, a Public Hearing at the Planning Commission and City Council adoption in June. 6. Zoning Ordinance Amendment to allow Solar Gardens (city file 16 -008). Staff received a written request and escrow from Potentia Solar, Inc. to consider an amendment to allow solar gardens in the City of Corcoran. They have specifically requested that they be allowed in the UR zoning district, but staff will be reviewing and making a recommendation to the City Council for direction. We expect an initial draft to be presented at the March 24th Council meeting. The item could then be scheduled for Landform®, SensiblyGreen° and Site to Finish" are registered service marks of Landform Professional Services, LLC. 1 Parks and Trails Commission review on April 19th, Public Hearing at the Planning Commission on May 5th and City Council adoption on May 28th. 7. Beacon Academy Conditional Use Permit, Site Plan and Preliminary Plat (City file 16 -009). The application has been received, but the applicant has requested that the project be placed on hold while they work through some issues. 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 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 11th. All required improvements have been made. Staff has reduced the letter of credit and is keeping a very small letter of credit in place to ensure the landscaping survives one year as required by the City Code. 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. The landowner recently contacted staff and is working to address the outstanding landscape requirements. 5. Sawgrass Preliminary Plat, Preliminary PUD Development Plan and Rezoning for on Schendel property at 20400 County Road 10 (City file 14 -027). The City Council approved the request on December 11, 2014 and granted the applicant 2 years to apply for the final plat and final PUD development plan. Peachtree Partners did not buy the property, but a different developer could still proceed with the approved plan. The next step would be for a developer to submit a final PUD plan and plat prior to expiration of the approvals on December 11, 2016. 6. 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 drive and storage area that was added on the south area of the fenced yard requires a variance. The item was reviewed at a public hearing at the April 2nd Planning Commission meeting and Council approved the request at the April 23rd meeting. Final landscaping and close out issues will occur this fall. 7. Commercial Door Addition at 7670 Commerce Street (City file 15 -010) The City received an application for approval of a building addition, which required a conditional use permit, interim use permit, variance and site plan approval. The project was reviewed at a public hearing at the June 4th Planning Commission meeting and was approved by the City Council on June 25th. A building permit was issued in August and the construction is nearing completion. 8. Site Plan and Conditional Use Permit for a new Verizon Monopole at 23605 Co Rd 50 (PID30- 119-23-21 -0001) (City File 15 -016). Verizon has requested a conditional use permit and site plan for a new telecommunications tower on the Gleason property located at the southwest corner of County MEMORANDUM Roads 19 & 50. The public hearing was held at the Planning Commission on July 71h and they voted unanimously to recommend approval. The City Council approved this item on July 23rd. The applicant is working to address the conditions of approval and then will apply for a building permit. 9. "Fehn Meadows" Preliminary Plat and Final Plat at 20909 County Road Number 117 (PID # 03- 119 -23 -12 -0002 and PID 03- 119 -23 -13 -0001) (city file no. 15 -018). The applicant is requesting approval of a plat to readjust the lot lines between two parcels to create one lot and one outlot. The Planning Commission held a public hearing on September 3rd and voted unanimously to recommend approval. The City Council approved the preliminary plat and final plat on October 8th. The next step is for the applicant to address any conditions of approval, submit the mylars for City signature and record the documents at the County. 10. Beacon Academy Sketch Plan (PID 25- 119 -23 -13 -0003) (City file 15 -025). Beacon Academy has submitted a sketch plan on a new 78,000 sq. ft. K -8 charter school for 700 -750 students on approximately 15.5 acres of this 44 acre site. The City Council has been working on a terms sheet with the applicant. The applicant is now working on finalizing budget and then intends to move forward with a formal application later this month. 8. "Strehler Estates" Final Plat (PID 17- 119 -23 -32 -0004) (city file no. 16 -001). The applicant submitted a request for approval of a preliminary plat to create 4 lots and an ordinance amendment to allow a private drive for property at 22900 Strehler Road. The City Council approved both items on October 81h. The final plat was approved by the City Council at the January 281h meeting. The applicant is working to address the conditions of approval and then will record the final plat at Hennepin County. 9. Whitetail Glen Sketch Plan for property located at 6635 CR 101 (PID 36- 119 -23 -14 -001) (City file 16 -005). Homestead Partners has submitted a sketch plan for 23 villa homes on 5.99 acres. This item was reviewed by the City Council at the February 25th meeting. 10. City Codification Project (City file 16 -007). This is an administrative process to update the City Code to reflect all of the 2015 ordinance amendments. The updates will be completed and the new code will be posted to the City website. The project has been completed. MEMORANDUM 7 b. pit 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 7, 2016 To: Planning Commission From: Brad Martens, City Administrator Re: City Council Liaison Expectations At the January City Council work session, the topic of City Council liaisons to commissions was briefly discussed. The Council directed staff to have a conversation with the commissions to understand what they prefer the City Council liaison role to be at meetings. It is requested that the commission discuss the topic of the role of the City Council liaison. 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(cDci.corcoran.mn.us / Web Site - www.ci.corcoran.mmus MEMO Meeting Date: April 7, 2016 To: Planning Commission From: Brad Martens, City Administrator Re: City Council Report The Planning Commission last met on November 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 November 23, 2015 o Hope Center Update — Brian and Jill Dejewski ■ Provided an update on activities taking place at the Hope Center in the first six months from opening. Presented a check to the City for $127,056.80, the entire amount due to the City for the project. o Spanier Conditional Use Permit and After - the -Fact Variance for an accessory building exceeding allowable sidewall height at 10520 Cain Road ■ Approved the item as recommended by the Planning Commission o Lennar Vacation of Easement for Ravinia ■ Held the public hearing, approved the easement vacation as recommended o Street Right -of -Way and Easement Vacation ■ Directed staff to move forward with the vacation and split the costs between the City and the applicant evenly o Park Place Storage Sketch Plan ■ Reviewed a sketch plan for expanding park place storage with five additional buildings totaling 283,070 of new square footage. Council provided feedback that will be incorporated into a future application o Zoning Ordinance Review — Private Drive Regulations ■ Directed staff to begin the process to further amend the ordinance to allow for gravel private drives adjacent to paved roads with if a paved apron is included o Paving Gravel Collector Roads ■ Selected Willow Drive and Larkin Road as a preferred project ■ Authorized staff to obtain a benefit letter to develop proposed assessments o 2016 Budget ■ Council discussed the proposed tax notices that were recently mailed to property owners o Radar Speed Signs ■ Directed staff to obtain quotes for the purchase of two portable speed signs o Compensation Study Process ■ Directed staff to obtain quotes to hire a consultant to perform a compensation study 0 2016 Police Union Contract ■ Approved the 2016 Labor Agreement as recommended by staff o Employee, Elected Official, and Appointed Official Recognition Program ■ Approved the program as presented December 10. 2015 • Financial Performance Report ■ Reviewed the updated report projecting a surplus of approximately $150,000 for 2015 • Truth -in- Taxation Public Hearing ■ Held the public hearing, heard from two residents who spoke about issues with allowing businesses to operate out of homes and the need to have someone getting out and attracting businesses to the community • Request for Ordinance Amendment — Exterior Storage ■ Reviewed the request, directed staff to think about some possible options for updating the ordinance in the future • Paving Gravel Collector Roads ■ Reviewed a proposed timeline for moving forward with a plan to pave a portion of Willow Drive o Bond Conduit Discussion ■ Discussed the pros and cons of acting as a bond conduit, provided comment that Council supported the proposed fee structure • Draft 2016 Water and Sanitary Sewer Budgets ■ Reviewed draft budgets; directed staff to proceed as presented • Code Compliance Official Job Description Update ■ Approved updates to the job description as recommended • Equipment Purchase — Bobcat Compact Track Loader ■ Approved the purchase as presented December 21, 2015 o Hennepin County Youth Baseball and Softball Grant ■ Heard that the City has been awarded a $12,275 grant to assist in the purchase and installation of a scoreboard at Snyder field. The remaining funds have been donated to the Corcoran Athletic Association 0 2015 Year in Review ■ Reviewed a recap of accomplishments for 2015 o Public Hearing — Request for Vacation of Unimproved Street; Drainage and Utility Easements ■ Held the public hearing; approved vacation as presented • Beacon Academy Sketch Plan ■ Reviewed a sketch plan for a Beacon Academy to construct a charter school approximately 78,000 square feet in size; Council provided feedback on the plan • Radar Speed Sign Display Purchase ■ Approved the purchase of two radar speed signs as presented • Downtown Utility and Street Improvement Project ■ Reviewed plans and specifications for the project; directed staff to solicit bids based on the specifications presented with two alternatives, the southerly approach and previous option A (presented at the September 24th meeting). • Willow Drive Pavement Improvement Project ■ Reviewed a draft feasibility study for the project; directed staff to obtain a letter of benefit for properties receiving additional building rights • Compensation Study ■ Authorized staff to execute a contract with Springsted Incorporated to complete a compensation study 0 2016 Fee Schedule ■ Adopted the 2016 Fee Schedule as presented 0 2016 General Fund Budget and Property Tax Levy ■ Discussed the proposed budget and levy; approved as presented 0 2016 Wage Schedule and Benefit Package for City Employees ■ Approved with minor amendment to acknowledge benefits as outlined in the labor agreement, employee handbook, and benefits summary 0 2016 Water and Sewer Budgets ■ Approved as presented o Closed Meeting — City Administrator Performance Evaluation ■ Completed the evaluation; Council found the Administrator's performance to be very good. 0 2016 Council Calendar ■ Approved as presented; scheduled monthly work sessions for 5:30 pm prior to the first Council meeting each month January 14, 2015 o Representative Jerry Hertaus ■ Heard an update on the upcoming legislative session from Representative Hertaus o Lease Termination Notice — Rockford School District ■ Accepted the termination notice, discussed the negotiation process • Ground Mounted Solar Request • Heard a request to allow ground mounted solar and provided feedback to applicant; the applicant may choose to provide an escrow payment to facilitate the creation of an ordinance allowing ground mounted solar • Resolution Declaring Hazardous Building — Order to Remove ■ Approved the resolution ordering the removal of building at 20112 County Road 10 within 120 days; directed staff to work with property owners to review option to assess over time • Consideration to Initiate Mediation — Public Works Floor Settling Issue ■ Heard an update on the issue; directed staff to obtain quotes to secure an opinion from an independent soil expert • Lawful Gambling Ordinance ■ Approved the ordinance regulating lawful gambling; requires contributions to City from organizations beginning March1, 2016 • Willow Drive Improvement Project — Assessment Discussion ■ Discussed the proposed assessment methodology; directed staff to update project financing as discussed • Amending to Water Service Agreement ■ Approved amendment to Water Service Agreement with Maple Grove related to the downtown utility and street improvement project • Annual Appointments ■ Approved annual appointments for 2016; appointed Councilmember Thomas as acting Mayor in the absence of Mayor Guenthner • Elm Creek TMDL Draft Report ■ Reviewed draft response to TMDL report; directed staff to submit as drafted • Commissioner Appointment Process ■ Discussed upcoming term expirations for commissioners and the re- appointment process January 28, 2016 o Final Plat for the Property at 22900 Strehler Road ■ Approved the final plat to create four residential lots from an 80.06 acre parcel to be served by a private driveway 0 2016 Planning Priorities ■ Discussed use of discretionary planning funds for 2016; directed staff to develop a work plan for updating the park dedication ordinance and to consider additional updates with surplus funds from 2015 o Beacon Academy Project Discussion ■ Discussed the costs associated with public improvements for the project and the request by Beacon Academy for those costs to be reduced; directed staff to develop a City position for a possible reduction of costs o 2016 — 2017 Capital Improvement Plan ■ Council reviewed the proposed plan and directed staff to proceed with the plan as presented; Council also directed staff to update the financial model February 11, 2016 o Open Forum ■ Heard from resident John Dahl that he is circulating a petition against the Willow Drive Improvement Project o Senator Dave Osmek ■ Received an update on legislative activities from Senator Osmek o Tom Anderson — Parks and Trails Commission Annual Report ■ Heard from Chair Anderson on the activities of the Commission from 2015 and the priorities for 2016 o Financial Performance Report — 2015 ■ Received an update on the projected un- audited surplus for 2015 o New Home Process — Start to Finish ■ Received a report outlining the comprehensive steps required of staff when a new home is constructed • Beacon Academy Project Discussion ■ Reviewed a proposed term sheet outlining financial responsibilities of Beacon Academy and the City; agreed to the terms and directed staff to develop an agreement as recommended • City Council Compensation ■ Approved an increase in City Council compensation effective January 1, 2017; this is the first increase since 2001 • Water and Sanitary Sewer Billing Structure ■ Reviewed billing philosophies for updating the billing structure; directed staff to develop a model with a flat usage sewer rate and a tiered water fee structure • 2016 — 2017 Capital Improvement Plan ■ Reviewed the financial plan for the 2016 — 2017 Capital Improvement plan, directed staff to proceed as presented • Assessment Abatement Request — 19925 County Road 10 ■ Reviewed a request to remove an assessment; no action taken • Conveyance of Land — PID 23- 119 -23 -23 -0011 ■ Directed staff to rescind a resolution from 2000 which directed staff to convey land back to the State of Minnesota • Bids for Downtown Utility and Street Improvement Project ■ Reviewed bids for the project; discussed adding alternate projects • Credit Card Processing Services ■ Authorized staff to proceed with the steps necessary to implement credit card payment services • Legislative Priorities — 2016 Session ■ Reviewed and commented on draft legislative priorities for the upcoming session February 25, 2016 o Lakes Area Emergency Management Plan ■ Council approved the updates to the Lakes Area Emergency Operations Plan o Sketch Plan — White Tail Glen ■ Reviewed a proposed plan for 23 single family detached homes to be developed at 6635 County Road 101. Council provided general feedback on the proposal. Applicant will decide whether to proceed with a formal application based upon the feedback from the meeting. o City Comments — Rezoning to PUD, Preliminary and Final Plat for 123.9 acres and PUD Plan approval for a Hy -Vee grocery and gas station at "Markets at Rush Creek" in Maple Grove ■ Reviewed plans for a proposed Hy -Vee grocery store at the southeast corner of the intersection of CR 10 and CR 101. Provided comments on the proposal. o Willow Drive Improvement Project Update ■ Provided Council with an update on the status of the project ■ Received a petition from John Dahl against the project; Council directed staff to schedule an open house for the project and invite affected property owners o Compensation Study Process ■ Reviewed list of potential survey participants; directed staff to draft a recommended comparison group based upon feedback from Council 0 2016 Capital Improvement Plan Purchases ■ Approved 2016 Capital Improvement Plan purchases o Consideration of Awarding Bids — Cropland Rental ■ Awarded cropland bids for 2016 and 2017 o Review of Bid Alternates — Downtown Utility and Street Improvement Project ■ Reviewed alternates for the project; staff to proceed with alternates #1 (lift station on City property) and #3 (extend water and sanitary sewer service to City Park); also directed staff to investigate possible use of park dedication funds for park infrastructure o Fee Agreements — Downtown Utility and Street Improvement Project ■ Authorized staff to offer assessment and finance agreements as presented o Commission Appointments — Parks and Trails Commission ■ Re- appointed Tom Anderson, Deb Regan, and Chad Robran to the Commission; thanked Kevin Dale for his service as he has decided to step away from the Commission and not take another term o Commission Appointments — Planning Commission ■ Re- appointed Dean Jacobs and Dorothy Theis to the Commission o Closed Session - Consider an Offer for the Purchase of Real Estate — Easement Acquisition for the Downtown Utility and Street Improvement Project ■ Council provided direction to staff for offers related to easement acquisition o Closed Session - Attorney Client Privilege to Consider Litigation Strategy — Public Works Floor Settling Issue ■ Council provided staff direction regarding the floor settling issue March 10, 2016 • Resolution 2016 -10 — Accepting Donation from the Northwest Area Jaycees ■ Accepted a donation of $600 from the Northwest Area Jaycees for the tree giveaway program • Water and Sanitary Sewer Fee Schedule Amendment ■ Reviewed the proposed fee structure; directed staff to proceed with fee schedule amendments as recommended • Bid Award — Downtown Utility and Street Improvement Project ■ Awarded the contract for the Downtown Utility and Street Improvement Project to Lametti & Sons, Inc. in the amount of $3,001,800; this amount includes two alternates which place the lift station on City property north of the CR 10 /CR50 intersection and extends service to City Park • Selection of Comparable Cities — Compensation Study ■ Authorized staff to use the presented group of comparable cities in the compensation study; estimated completion is May 2nd • Set Sale Resolution — 2016 Bonds ■ Approved the resolution providing for the sale of bonds for the Capital Improvement Plan and Downtown Utility and Street Improvement Project; sale will take place on April 14' • Regional Recreation Amenity Discussion ■ Discussed options for moving forward with the regional recreation amenity project; Council took no action and will continue discussion alongside the park dedication ordinance update later this year • Police Officer Recruitment Process ■ Approved the updated Job Description and directed staff to begin the hiring process for the Police Officer position; anticipated start date is early July • Commission Appointments — Charter Commission ■ Re- appointed Jim Tilbury and Dorothy Theis to the Charter Commission • Neighborhood Meeting Date — Willow Drive Improvement Project • Scheduled a neighborhood meeting for Tuesday, March 29th to further discuss the proposed Willow Drive Improvement Project; invitations will be mailed out next week • Closed Session — Consider an Offer for the Purchase of Real Estate — Easement Acquisition for the Downtown Utility and Street Improvement Project ■ Council provided staff direction for offers related to easement acquisition for the project March 24, 2016 o Commissioner Recognition — Kevin Dale ■ Approved a resolution honoring outgoing Commissioner Kevin Dale • Years of Service Recognition — Jeff Schmid ■ Council recognized Jeff Schmid for his 15 years of service to the City • Years of Service Recognition — Clyde Bechtold ■ Council recognized Clyde Bechtold for his 25 years of service to the City • Health Reimbursement Arrangement Amendment ■ Approved an amendment allowing employees to utilize funds in a limited basis • Resolutions awarding road material quotes ■ Approved resolutions for asphalt, dust control, seal coating, and gravel hauling • Police Range Report ■ Provided Council with background information related to the Police firing range • Burn Permit Report ■ Approved an amendment to burn permit fees to change to a one month and six month format • Resident Service Terminal ■ Directed staff to proceed with a project to add a touchscreen monitor for resident use for certain Police Department requests /approvals • Truck Safety Seminar Report ■ Approved a resolution accepting donations and acknowledging the efforts of the planning committee • Beacon Academy Update ■ Heard an update the Beacon Academy has withdrawn their application to construct a K -8 Charter School in Corcoran o Park Dedication Ordinance Amendment ■ Discussed the process for updating the Park Dedication Ordinance; directed staff to proceed as outlined • Solar Garden Ordinance Amendment Draft ■ Reviewed information related to a proposed ground mounted solar and the possible adoption of an ordinance to allow solar; Council provided feedback on what type of solar systems they would like to see in Corcoran • Public Works Facility — Independent Soil Review of Conditions ■ Authorized staff to enter into a contract with Norther Technologies, Inc (NTI) for geotechnical services • Neighborhood Meeting Agenda — Willow Drive /Larkin Road Improvement Project • Discussed the agenda for the meeting; directed staff to prepare materials to present at the beginning of the meeting • TIF Fund Reallocation • Directed staff to reallocate TIF funds previously dedicated to infrastructure improvements related to Beacon Academy to the Downtown Utility and Street Improvement Project o 2016 Fee Schedule Amendments ■ Approved amendments to the fee schedule related to water usage fees and burn permits o Closed Session — Consider an Offer for the Purchase of Real Estate — Easement Acquisition for the Downtown Utility and Street Improvement Project ■ Council provided staff direction for offers related to easement acquisition for the project March 31, 2016 — Additional Meeting o Closed Session — Consider an Offer for the Purchase of Real Estate — Easement Acquisition for the Downtown Utility and Street Improvement Project ■ Council held a closed session to discuss offers; after close session a resolution was approved initiating the quick take process on one of the properties to be filed on Monday if an agreement has not been reached. Attachments: N/A