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HomeMy WebLinkAbout05/08/2019 P&Z PacketCITY OF LINO LAKES PLANNING & ZONING BOARD MEETING Wednesday, May 8, 2019 6:30 p.m. Council Chambers Please be courteous and turn off all electronic devices during the meeting. A C 11 1V11 A 1. CALL TO ORDER AND ROLL CALL 2. APPROVAL OF AGENDA 3. SWEARING IN OF BOARD MEMBERS 4. ELECTION OF CHAIR & VICE CHAIR 5. APPROVAL OF MINUTES: April 10, 2019 6. OPEN MIKE 7. ACTION ITEMS A. Saddle Club Fourth Addition PUD Final Plan/Final Plat 8. DISCUSSION ITEMS A. Project Update 9. ADJOURN Meeting guidelines on reverse side. City of Lino Lakes Planning & Zoning Board MEETING GUIDELINES Open Mike — The purpose of a Board Meeting is to accomplish the business of the city. When presenting at a meeting please remember to be respectful, and follow these guidelines: • Please address the meeting chair. • State your name and address for the record. • Please observe a 4-minute limit. • The topic must relate to city business. • Open Mike is for items not on the agenda. • A spokesperson must represent a group of five or more — groups will have 8 minutes. • The Presiding Officer may limit duplicative presentations. • Remember, the meeting is to discuss city business only. Public Hearing - Held as a separate item of business on the agenda. The public hearing segment is your opportunity to tell the Board how you feel about issues scheduled to be heard. Typically, a hearing follows these steps: • The Presiding Officer (Chair or Vice -Chair) will announce the proposal to be reviewed and ask for the staff report. The presiding Officer shall maintain strict order and etiquette at all meetings. • Staff will present their report on the proposal. • Board members will then ask City Staff questions about the proposal. • The Presiding Officer will then open up the public hearing for anyone present who wishes to comment on the proposal. This is the time for the public to make comments or ask questions about the proposal. Comments should be limited to four (4) minutes unless further time is granted by the Presiding Officer. All comments should be directed to the Board as a body and not to any individual Board Member or City Staff Member unless permission is granted by the Presiding Officer. No person shall be permitted to enter into any discussion, either directly or through a member of the Board without the permission of the Presiding Officer. • After everyone in the audience wishing to speak has given his/her comments, the Presiding Officer shall close the public hearing. • The Board will then discuss the proposal. No further public comments are allowed. • The Board will then make a recommendation(s) and/or a decision. When you are called upon for your comments, please step to the microphone at the podium and state your name and address for the record. Occasionally, the Board may continue a hearing to another meeting before taking action. Meeting Etiquette The Planning & Zoning Board must preserve order and decorum while the meeting is in session. A resident shall not, by conversation or otherwise, delay or interrupt the proceedings or the business of the Board, nor disturb any resident or Board Member while speaking or refuse to obey the orders of the Board. CITY OF LINO LAKES PLANNING & ZONING BOARD MINUTES DATE : April 10, 2019 TIME STARTED : 6:30 P.M. TIME ENDED : 8:23 P.M. MEMBERS PRESENT : Paul Tralle, Michael Ruhland, Michael Root, Sue Peacock, Neil Evenson, Perry Laden, Jeremy Stimpson STAFF PRESENT : Michael Grochala, Katie Larsen, Diane Hankee, Mara Strand PLANNING & ZONING BOARD MEETING I. CALL TO ORDER AND ROLL CALL: Chair Tralle called the Lino Lakes Planning and Zoning Board meeting to order at 6:30 P.M. on April 10, 2019. II. APPROVAL OF AGENDA Staff added a discussion item regarding Lakewood Apartments. The Agenda was approved. III. APPROVAL OF MINUTES Mr. Ruhland made a MOTION to approve to the February 13, 2019 meeting minutes. Motion was supported by Mr. Evenson. Motion carried 5-0. Chair Tralle and Ms. Peacock abstained. Mr. Root made a correction to the March 13, 2019 meeting minutes. The minutes should note that Chair Tralle declared Open Mike. Mr. Root made a MOTION to approve the March 13, 2019 meeting minutes. Motion was supported by Mr. Evenson. Motion carried 4-0. Mr. Stimpson and Mr. Laden abstained. IV. OPEN MIKE Chair Tralle declared Open Mike at 6:32 P.M. There was no one present for Open Mike. Mr. Stimpson made a MOTION to close Open Mike at 6:32 P.M. Motion was supported by Mr. Laden. Motion carried 6 - 0. DRAFT MINUTES Planning & Zoning Board April 10, 2019 Page 2 V. ACTION ITEMS A. PUBLIC HEARING: Draft 2040 Comprehensive Plan Kendra Lindahl, Landform, presented the staff report. As an addition to the staff report, staff would support a change to the Planning District 3 text to add a new bullet "As the City continues to work with MnDOT, Anoka County and Ramsey County on proposed County Road J improvements and an upgrade to a full interchange at I-35E, the city will evaluate a possible plan land use changes in the area". Mr. Ruhland asked about tapping into Shoreview regarding the Lundgren and Noren properties. Mr. Grochala explained the sanitary sewer currently serving the properties to the south was not designed to accommodate the flows. It is a considerable extension to bring water and sanitary sewer to the Lundgren and Noren properties. Mr. Root noted the implementation of the PUD and making the tradeoffs clear. Chair Tralle opened the public hearing at 6:58 P.M. Andrew Chirhart, TaTonka Real Estate Advisors at 150 South 5t' Street, Minneapolis, spoke on behalf of the Lundgren family. Mr. Chirhart has had several conversations with developers and builders and a consistent issue is the timing of the utility connection. The Lundgren family is requesting the property to be incorporated into utility staging I to allow for near term development. Mark Riverblood spoke on behalf of the Hawkins family. The Hawkins agrees as long as land use planning is included when looking at transportation planning. Jeff Joyer, 8174 Lake Drive, spoke on behalf of two properties: Vicky Lane and Lake Drive — The property is currently planned to be up to 15 units per acre; it is proposed to be 6 units per acre. Mr. Joyer is requesting 10 units per acre. The property is currently for sale and utilities are available. The City is requesting owners/developers to reroute Vicky Lane to match with Kelly Lane. Mr. Joyer explained that this would result in a loss of an acre and significant development cost. Recommending the property to be put in as high density. 8174 Lake Drive (Waldoch Farms) — Requesting to provide stage 1 sewer and water to garden center area. Mr. Joyer stated they would be willing to swap the south 10 acres of the medium density parcel on Main Street currently in stage 1. DRAFT MINUTES Planning & Zoning Board April 10, 2019 Page 3 Ron Mikolai, 764 Fox Road, agreed with Mr. Joyer's property on Vicky Lane and Lake Drive regarding 10 units per acre. Mr. Grochala explained between 732 and 744 Vicky Lane is right-of-way platted for a street between 732 and 744 Vicky Lane. There has been trouble with reaching 8 units per acre. Mr. Root acknowledged that buffering is not taken into consideration. Mr. Peacock asked what the reason is behind the request for more units per acre. Mr. Mikolai stated they have had an issue with selling the land. Mr. Grochala stated that developers are having difficulties getting 8 units per acre. Mr. Stimpson asked if the increased density will allow for other traffic calming parameters. Mr. Grochala stated it would not warrant signals. Staff explained the back access through Vicky Lane. Mr. Ruhland asked what will be gained if the density was increased. Mr. Mikolai explained the additional road and development costs. Chair Tralle asked staff why the applicant would take on the expense of Vicky Lane. Mr. Grochala explained the road construction requirements. Mr. Stimpson asked if signage is located at Vicky Lane. Mr. Grochala stated there is not signage posted. John Dahl, 1101 Holly Court, thanked the Board and city staff for the opportunity to develop their property. Mr. Ruhland made a MOTION to close the Public Hearing. Motion was supposed by Laden. Motion carried 6-0. Board addressed public comments: • Lundgren and Noren properties — Recommend no changes. Adding statement in planning district text to provide direction to future Comp Plan amendments. • Holly Court — Recommend parcels staging moving to IA, will get water main utilities moving south. • Hawkins — Several moving parts in that area that need to be decided before warranting a change • Waldoch Farms — More research needs to be completed Mr. Laden made a MOTION to approve the draft 2040 Comprehensive Plan. Motion was supported by Mr. Root. Motion carried 6-0. B. Eastside Villas PUD Final Plan/Final Plat DRAFT MINUTES Planning & Zoning Board April 10, 2019 Page 4 Katie Larsen, City Planner, presented the staff report. Mr. Evenson asked for clarification regarding the fence along 35E. Staff is recommending color treated wood. Mr. Evenson asked if both sides of the discussed solar fence are solar panels. Ms. Larsen stated the A frame would be on top of the berm with panels on both sides. Mr. Stimpson asked for clarification on the proposed noise barrier wall verses the noise barrier going up along 35W. Ms. Larsen stated a noise study was completed and a recommendation was made. Ms. Peacock asked what the timeframe is for staff conversations regarding the solar panel wall. Ms. Larsen stated a review will take place if the applicant submits an application. Chair Tralle asked why staff is recommending color treated fence because color fades. Ms. Larsen stated for aesthetic reasons. Roger Hokanson stated he would like to keep the solar panels in conversation; the State was in favor and would like to use it as a test. Ms. Peacock asked about debris coming off the highway and the solar panels. Mr. Hokanson stated the panels are warrantied. Mr. Hokanson stated the house currently on the property will come down and will be vacant by the end of April. Mr. Hokanson is in conversation with the Fire Chief regarding burning the house down. Mr. Ruhland made a MOTION to approve Eastside Villas PUD Final/Final Plat. Motion supported by Mr. Evenson. Motion carried 5-0. Mr. Laden abstained. C. Lakewood Apartments (705 Town Center Parkway) Exterior Materials Ms. Larsen presented the staff report. Mr. Laden stated he sees this part of the development having an urban feel and the horizontal siding gives a residential feel. He suggested using horizontal siding as an accent. Mr. Stimpson agrees with Mr. Laden. Mr. Stimpson suggested using some characteristics of the townhomes and brick. Mr. Ruhland asked if the City can require material to go vertical and horizontal. Mr. Root stated reducing the current architecture features would be a mistake. DRAFT MINUTES Planning & Zoning Board April 10, 2019 Page 5 Dan O'Mara, 2905 Northwest Blvd, Plymouth, is with Dominium. Mr. O'Mara explained the current issues. Mr. O'Mara stated that they feel this building is a mixed use building. The proposed plan shows a residential feel on the upper part of the building and a commercial feel on the lower part. Chair and Board Members suggested bringing back new ideas, proposing all sides to be classy, adding a sense of height, not to solely focus on entrances, and the previous 2 inch reveals made the building look sharp. Mr. Laden reminded the board and staff about a previous architectural subcommittee that existed. Mr. Stimpson and Mr. Laden are interested in being a part of the committee. VI. DISCUSSION ITEMS A. Project updates Mr. Grochala thanked the board for their time and effort on the 2040 Comprehensive Plan. Lyngblomsten preliminary design was approved by City Council. There are ongoing conversations regarding tax increment financing. Discussions regarding County Road J and Centerville Road. A bill was submitted to receive $1.5M from the State to complete the project. A house is under construction in Watermark. Chair Tralle asked the status of advisory board appointments. VII. ADJOURNMENT Mr. Stimpson made a MOTION to adjourn the meeting at 8:23 P.M. Motion was supported by Mr. Laden. Motion carried 6 - 0. Respectfully submitted, Mara Strand DRAFT MINUTES PLANNING & ZONING BOARD AGENDA ITEM 7A STAFF ORIGINATOR: Katie Larsen, City Planner P & Z MEETING DATE: May 8, 2019 REQUEST: Saddle Club Fourth Addition PUD Final Plan/Final Plat CASE NUMBER: PF2019-002 FP2019-002 APPLICANT: DuPont Holdings LLC Attn: Keith Eibensteiner 1000 County Road E. West, Suite 150 Shoreview, MN 55126 OWNER: Same REVIEW DEADLINE: Complete Application Date: April 1, 2019 60-Day Review Deadline: May 31, 2019 120-Day Review Deadline: July 30, 2019 Environmental Board Meeting: April 24, 2019 Park Board Meeting: NA Planning & Zoning Board Meeting: May 8, 2019 Tentative City Council Work Session: June 3, 2019 Tentative City Council Meeting: 1 stt Reading: June 10, 2019 2 ndReading: June 24, 2019 BACKGROUND The applicant, DuPont Holdings LLC, submitted a land use application for PUD Final Plan/Final Plat of Saddle Club Fourth Addition. The proposed residential development is an 8 lot single family conservation subdivision located north of Foxborough and west of Saddle Club. It contains 1 parcel totaling approximately 5.25 gross acres. This plan review is based on the following revised plan sets: • Civil Plan Set Sheets CO-L2 prepared by Plowe Engineering dated 4-1-19 1 • Certificate of Survey prepared by E.G. Rud & Sons, Inc. dated 4-27-18 • Preliminary Plat prepared by E.G. Rud & Sons, Inc. dated 10-17-18 • Final Plat prepared by E.G. Rud & Sons, Inc. dated 10-17-18 • Conservation Easement Exhibit prepared by E.G. Rud & Sons, Inc. dated 10-22- 18 • Example House Plan for Lot 2, Block 2, Saddle Club Fourth Addition prepared by Kootenia Homes dated 6-30-16 • Engineer's Cost Estimate dated 3-15-19 • Sketch & Description of Easement Vacation prepared by E.G. Rud & Sons, Inc. dated 2-26-19 Previous Council Actions: • June 11, 2018: Council adopted Ordinance No. 06-18 approving the rezoning of property from R-1, Single Family Residential to PUD, Planned Unit Development • June 11, 2018: Council passed Resolution No. 18-72 approving PUD Development Stage Plan/Preliminary Plat • October 8, 2019: Council passed Resolution No. 18-129 approving a Grading and Trunk Utility Agreement ANALYSIS Subdivision Ordinance Conformity with the Comprehensive Plan and Zoning Code The Saddle Club Fourth PUD Final Plan/Final Plat has been reviewed for compliance with the comprehensive plan, zoning and subdivision ordinance. The proposed development is not considered premature and meets the performance standards of the subdivision and zoning ordinance. The PUD Final Plan/Final Plat is consistent with the PUD Development Stage Plan/Preliminary Plat. Phases Saddle Club Fourth Addition is being developed in one phase. Blocks and Lots The preliminary plat and final plat have 8 single family lots and 3 outlots. The outlots are for stormwater management facilities and delineated wetland areas. The outlots will be deeded to the City. As noted during the preliminary plat process, Saddle Club Fourth Addition incorporates Outlot B, Saddle Club Third Addition. This outlot was originally preliminary platted as 2 single family lots. The Fourth Addition is now utilizing 1 of the lots as a stormwater management pond. The other lot will remain for a single family house. W Lot 2, Block 2 is an irregular shaped lot but meets the required lot dimensions in regards to size, width and depth. Similar to some lots in Foxborough and Saddle Club, this lot has limited rear yard area for accessory structures. The developer has submitted an example house plan that demonstrates a house and 2 possible decks options for this lot. Streets and Alleys As approved with the preliminary plat, Fox Road road right-of-way is 50 feet wide and the paved roadway will be 32 feet wide. This is consistent with Foxborough and Saddle Club. The temporary cul de sacs at the north and south end of Fox Road will be removed and restored to standard road widths. Easements Standard drainage and utility easements at least 10 feet wide are provided along all lot lines. A 15 foot wide easement is dedicated along the east lot line of Lot 1, Block 2 to cover a storm sewer pipe. Drainage and utility easements are shown to be dedicated 10 feet above the high water level over stormwater drainage ponds and 10 feet outward from the delineated wetland boundary. Rear lot lines also have a minimum 10 foot wide easement. A Right -of -Way, Drainage and Utility Easement was recorded in March 2017 granting the City a perpetual easement over the entire property for purposes of constructing street and utilities. A vacation exhibit has been submitted with the final plat application and the easement will be vacated upon Council approval of the PUD Final Plan/Final Plat for Saddle Club Fourth Addition. Staff Comment: 1. Drainage and utility easements shall be dedicated on the final plat over all outlots. Storm Water Management and Erosion and Sediment Control Per Sheet C1.1, Grading, Drainage and ESC Plan prepared by Plowe Engineering and dated April 30, 2018, one (1) stormwater pond is located in Outlot A and one (1) stormwater pond is located in Outlot C. Per the Stormwater Drainage Report dated April 9, 2018, the water table elevation is too high to achieve the necessary 3 foot separation for infiltration so NURP ponding is proposed. Lot frontages and public street drainage is collected via catch basins and stormwater pipes that drain north on Fox Road into Pond 1 on Outlot A and then to Pond 2 on Outlot C. Rear lot run-off is routed onto pervious disconnected surfaces. The site will be mass graded and developed in one (1) phase. Utilities Public water, sanitary and storm sewer utilities will be installed within the development. Sanitary Sewer An 8" sanitary sewer pipe will connect from Foxborough to Saddle Club along Fox Road and serve the site. Watermain An 8" watermain will connect from Foxborough to Saddle Club along Fox Road and serve the site. Public Land Dedication The City will require cash in lieu of land dedication. Per the City's Park, Greenway & Trail System Plan, a neighborhood park is not programmed for this area. An existing trail system extends from Foxborough to Saddle Club and provides connection to Birch Park. No further trail construction is required. Saddle Club Fourth Addition 1! 8 lots x $3,000 $24,0001 Zoning Zoning Requirements The property was rezoned from R-1, Single Family Residential to PUD, Planned Unit Development in June 2018 with Ordinance No. 06-18 to allow for the following flexibilities: • Reduced front and rear yard setback from 30 feet to 25 feet • Reduced road right of way from 60 feet to 50 feet This is consistent with Foxborough and Saddle Club developments. Minimum lot widths are 80 feet, minimum lot depth is 135 feet and the average lot size is 14,478 sf. The regulations and performance standards of the R-1, Single Family Residential zoning district will be in effect unless otherwise stated in Council resolution or Development Agreement. The PUD Final Plan/Final Plat is compliant with these requirements. 2 Wetlands Four (4) wetlands were identified and delineated on site totaling 1.62 acres. The project area is located within the Lino Lakes Comprehensive Wetland Protection and Management Plan (CWPMP). RCWD issued a WCA Notice of Decision on April 23, 2018. Per the May 9, 2018 CAPROC and as noted during the PUD Development Stage Plan/Preliminary Plat process, the project proposes 0.50 acres of wetland fill requiring 1.23 acres of replacement. Permanent wetland impacts are proposed to be replaced through the purchase of wetland bank credits. Wetland Summary ��7Wetland Total Delineated Wetlands 1.62 acres Fill 0.50 acres WMC Buffer Area 0.84 acres Wetland Mitigation Wetland Bank Credits A Conservation Easement was recorded over the wetland and greenway corridor/buffer area on October 29, 2019. Homeowner's Association A homeowner's association is not required by the City. Development Agreement A Development Agreement shall be drafted by the City, executed by the City and the developer and recorded by the developer. Title Commitment The City Attorney is reviewing the title commitment and final plat and will provide comments. Stormwater Maintenance Agreement Under the City's and RCWD Programmatic Stormwater Management Facility Maintenance Agreement, the City will be responsible for maintenance of the stormwater maintenance facilities. Rice Creek Watershed District (RCWD) RCWD issued Permit #17-034 on January 2, 2019. 5 RECOMMENDATION Staff recommends approval of the Saddle Club Fourth Addition PUD Final Plan/Final Plat subject to the following conditions: 1. A Development Agreement shall be drafted by the City, executed and recorded by the developer. 2. Outlots A, B and C shall be deeded to the City of Lino Lakes. 3. The Right -of -Way, Drainage and Utility Easement covering the parcel shall be vacated upon filing of the final plat. The following items shall also be addressed: 1. All comments from City Engineer letter dated May 1, 2019 shall be addressed. 2. The applicant shall prepare the deeds for Outlot A, Outlot B and Outlot C for City review and approval. 3. Final Plat: a. Drainage and Utility Easements shall be dedicated over the outlots. 4. Sheet C3.1, Details a. The Wetland Buffer Sign detail shall be revised to include the correct detail. ATTACHMENTS 1. City Engineer letter dated May 1, 2019 2. PUD Final Plans 3. Final Plat Con A WSB Building a legacy —your legacy. Memorandum To: Katie Larsen, City Planner From: Diane Hankee PE, City Engineer Dane Ekdom, EIT Date: May 2, 2019 Re: Saddle Club 4" Addition Preliminary Plat Review WSB Project No. 002988-560 701 Xenia Avenue South Suite 300 Minneapolis, MN 55416 Tel: 763-541-4800 Fax: 763-541-1700 We have reviewed the Final Plat documents submitted April 1, 2019 for the Saddle Club 4th Addition development in Lino Lakes, MN prepared by Plowe Engineering, Inc. and E. G. Rud & Sons, Inc. The following are our review comments that should be responded to in writing by the applicant. All plans, specifications, and construction activities shall reference the latest version of the City General Specifications and Standard Detail Plates for Street and Utility Construction dated February 2018, the 2013 CEAM, and the 2018 MnDOT Standard Specifications. Applicant responses below are in red. Additional or clarifying comments by Engineering staff are in blue. Engineering The Saddle Club 4th Addition Preliminary Plat serves 8 new single-family lots, including the Saddle Club 3rd Addition Outlot B. The 4th Addition will include a roadway connection and water loop from the Fox Borough Development to the Saddle Club 3rd Addition. Grading, Erosion and Sediment Control Comments: Equal Opportunity Employer wsbeng.com Ms. Katie Larsen May 2, 2019 Page 2 ■ b WWII , - mill .. WVOI Ms. Katie Larsen May 2, 2019 Page 3 :�serss!sra�r�:retrss: • • Stormwater Management In April 2017, Permit #17-034 from the Rice Creek Watershed District was deemed incomplete. Permit #17-034 was for the original Saddle Club 41h Addition for surface water management. The RCWD permit is currently under review. Erosion control is required with this phase and includes the rock construction entrances and silt fence around the perimeter of the disturbed area. The SWPPP is under review by the City's Environmental Coordinator. There is one stormwater quality pond, 1 stormwater basin, and 2 rain gardens in the proposed Saddle Club 4ffi Addition. Comments: Ms. Katie Larsen May 2, 2019 Page 4 9. Bloek 3, Lot 1 shall ha-ve a minimum Low Floor Elevation of 898.5 to be 2 feet above the 14WL of Pend 1 Revised as requested. I I ♦i NEW iffiNAMIN1111♦ ■ ■ • Water Supply Saddle Club 41h Addition is served by 8 inch diameter DIP mainline water main, and 1 inch diameter copper services. Saddle Club 4th Addition will require the looping of the water main from Saddle Club 3rd Addition to the existing line in Fox Road (Fox Borough Development). Comments: I I Ms. Katie Larsen May 2, 2019 Page 5 .�� NNW AmIIIII 11 - • Sanitary Sewer Saddle Club 41h Addition is served by 8 inch diameter PVC mainline sanitary sewer, and 4 inch diameter Schedule 40 PVC services. The Saddle Club 41h Addition will be serviced from the existing line in Fox Road (Fox Borough Development). Comments: •Mill .. I VO ft.� , • • Transportation The Saddle Club 41h Addition development extends Fox Road 400 feet to the southwest. The roadway is 32 feet wide back of curb to back of curb. Comments: MIND 1111111,11110111- • , Ms. Katie Larsen May 2, 2019 Page 6 5. The eenter-line pr-efile shall be iipdated to ineltide the new high point en the south end e Fox Dv^c.A plan/profile drawing is provided showing the Fox Road high point in Foxbor-oug rr geoteehnieal r-epoA. The City is eoneemed with the roadway seetion thfough this area- adjaeent to the wedands, Roadway seetion to mateh City typieal detail; a note has been added to typieal detail indicating that the granular subgrade is to be reviewed and approved by geoteehnieal. The soils report does not have data in the wetland areas. These areas should be tested for peat materials. Peat materials will be required to be removed and replaced in the roadbed location, per City Standard Specifications. • Floodplain There is existing floodplain on the northwest side of the project site and will not be impacted by Saddle Club 4lh Addition. • Wetlands and Mitigation Plan Wetlands and mitigation plan are being reviewed by the City's Environmental Coordinator. (4-1-2019) Wetland permitting has been approved by RCWD and TEP agencies. • Drainage and Utility Easements The Saddle Club 4lh Addition development includes standard drainage and utility easements rear yard drainage easement areas. Block 2, Lot 1 has a 19' Drainage and Utility Easement for storm sewer. Construction easements are being reviewed by the City's Environmental Coordinator. Updated preliminary plan and draft final plat included with resubmittal. • Development Agreement The Saddle Club 4lh Addition will require a Development Agreement. Developer shall coordinate development agreement directly with City. Ms. Katie Larsen May 2, 2019 Page 7 • Grading Agreement (if applicable) A grading agreement is not applicable at this time. • Stormwater Maintenance Agreement (if applicable) A Stormwater Maintenance Agreement for the overall site was recorded with the Pt Addition of the Saddle Club development, but did not include the entire 4th Addition. The applicant shall work with Rice Creek Watershed District to either amend the original Stormwater Maintenance Agreement or complete a new Maintenance Agreement for the 41h Addition. A maintenance agreement for the proposed features is included with this resubmittal; proposed facilities are public. The maintenance will be covered under the City's programmatic agreement. (4-1-2019) Acknowledged. • Permits Required The following permits shall be obtained prior to the issuance of a grading permit. Comments: 1. NPDES Construction General Permit 2. City of Lino Lakes Zoning Permit for Grading 3. Riee Creek Water -shed Pefmit for- Stefmwater- a -ad Er-esien a -ad Sediment GepAfel — If you or the applicant has any questions regarding these comments, please contact Diane Hankee at (651) 982-2430 or diane.hankee@ci.lino-lakes.mn.us. You may also contact Dane Ekdom at (763) 762-2815 or dekdom@wsbeng.com. StC I ION 2b, I WN. YI , KUL 2Z 3 Cal �- U p LJ / � I�- w0Oap OJT Z } OQ�� F_ :2 UL��F- a- OJLLIQU � aafZ Qww LLJ X J Z J O D Q U a-0Ul0 O Qw?O LLJ O O N ��N 0N cn of QI Ld w� ai F_ LO3 m* O b w : =a; -0 wF- N O C Z w Z J O O �F-F- v M ° 3�uwi O / N I o 1 U i N M Q I � 1— o U Q F-- SOUTH LINE OF THE _ SW 1 /4 OF THE SW 1 /4 i SECTION 28, TWP. 31, RGE. 22 I976.92 �! _\\--SOUTHWEST CORNER OF SECTION 28, TWP. 31, RGE. 22 OUTLOT E 33-31-22-22-0062 Foxborough Homeowners Assoc. Unassigned I I I I OX S8 EXISTING STREET LIGHT 27 33-31-22-22-0012 George P & Linda M Dawson 883 Fox Road Vacant Lot Wet - I cn O 0 28-31-22-34-0036 3 City of Lino Lakes 0 ° 0 Unassigned Q 0 � 0 -a 3 ° O m f- 3� all, O 0 LLI ali, y J - Q 3 V) la a�I. STREET LIGHT (INSTALLED FOR SADDLE CLUB 3RD ADDITION) SHEET INDEX VV 160VVCr1 %7r7CC1 C1.1 GRADING, DRAINAGE & ESC PLAN C1.2 WMC BUFFER AREA - EXISTING C1.3 WMC BUFFER AREA - PROPOSED C2.1 PLAN/PROFILE - SANITARY & WATERMAIN C2.2 PLAN/PROFILE - STORM SEWER & STREETS C3.1-3.2 DETAILS C4.1-4.2 SWPPP L1 LANDSCAPE PLAN L2 TREE INVENTORY & REMOVAL PLAN 9�/OUTLOT E )[ALE CLUB FIRST ADDITION WITNESS CORNER, SECTION 33,- 996.01 TWP. 31, RGE 22 50 ,E 3 1� BRIDGE / KIZoned PUD (Ord. 26-04) SOUTHWEST CORNER OF THE �- SE 1 /4 OF THE SW 1 /4 \ ��--� SECTION 28, TWP. 31, RGE. 22 50 00 Y o J� II I I II i w \ 110 Iw � I 3 OUTLOT C Ci \ LL_ y I 0_ I I I I I I I I I I 25 / 33-31-22-22-0060 I 25 FOXBOROUGH HOMEOWNERS ASSOC. I li I I I / I Unassigned I / / _ 895 28-31-22-34-0034 City of Lino Lakes Unassigned OU TLOT B 33-31-22-21-0004 FOXBOROUGH HOMEOWNERS ASSOC. Unassigned OUTLOT E SADDLE CLUB FIRST ADDITION -}am jaM -}am 7aM �aam Zoned PUD (Ord. 26-04) 4TH A Know what's below. Call before you dig. DRAWN BY: DESIGN BY: A.G. A.G. CHCKD BY: PROJ. NO. C.W.P. 17-1685 r ■ ORIGINAL DATE: APRIL 10, 2017 COVER SHEET I i� i � i i�i LINO LANES, INN VICINITY MAP Country Lakes Park 34 Birch Ln 3 Co�ry ov\-' DL ae0xWLn Birch St Old Birch St it 'cdy 0 G e Rd South vJ 6\0N Reshanau Lake Estates qD a Park o N.T.S. 11 W a LU 0 ZOa¢w g>- awz M.229 LU ali, Z ly = �C�w0 GENERAL NOTES a = aLU H Q 1 O0 ow 1. THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION W LU OF EXISTING UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. P Z W 2 ~ THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TO IM >. 0 u. LL m TYPE AND LOCATION OF UTILITIES AS NECESSARY TO AVOID DAMAGE TO THESE �j D m O UTILITIES. } w > a to 2. CALL "811" FOR EXISTING UTILITIES LOCATIONS PRIOR TO ANY EXCAVATIONS. VERIFY m R w p ALL UTILITIES CRITICAL TO CONSTRUCTION. M a a W 3. INSTALLATIONS SHALL CONFORM TO THE CITY GENERAL SPECIFICATIONS AND _ Co In W lu LU W STANDARD DETAIL PLATES. 2 4. THE CONTRACTOR SHALL NOTIFY CITY PUBLIC WORKS DEPARTMENT A MINIMUM OF - a U 72 HOURS PRIOR TO THE INTERRUPTION OF ANY SEWER OR WATER SERVICES TO M EXISTING HOMES OR BUSINESSES. 5. STORAGE OF MATERIALS OR EQUIPMENT SHALL NOT BE ALLOWED ON PUBLIC STREETS OR WITHIN PUBLIC RIGHT-OF-WAY. 6. NOTIFY CITY A MINIMUM OF 72 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 7. THERE ARE NO KNOWN WELLS ON THE PROPERTY - IF A WELL IS ENCOUNTERED DURING CONSTRUCTION THEY MUST BE SEALED IN ACCORDANCE WITH MINNESOTA T DEPARTMENT OF HEALTH REGULATIONS. 8. CONTACT MARTY ASLESON, CITY ENVIRONMENTAL COORDINATOR, FOR INSPECTION OF ALL EROSION CONTROL MEASURES PRIOR TO ANY WORK W O W O W r O M 4 W O M W Z a CO) J a I1J aM W T N N O r CURB& BITUMINOUSNOTES m Z 4 1. REMOVAL AND DISPOSAL OF EXISTING STREET MATERIALS AS REQUIRED FOR ' O CONSTRUCTION IS CONSIDERED INCIDENTAL. J N W T 2. SAW -CUT EXISTING BITUMINOUS AND CONCRETE CURB TO PROVIDE BUTT -JOINT. ALL SAW CUTS ARE TO BE FULL -DEPTH. 0 Z 3. 4. RESTORE DISTURBED STREET TO EXISTING OR BETTER SECTION. BACKFILLING OF CURB IS INCIDENTAL TO CURB INSTALLATION. Q W 5. CONTACTOR TO SEAL JOINTS BETWEEN EDGE OF BITUMINOUS AND CONCRETE CURB WITH MASTIC JOINT SEALANT. SANITARY SEWER NOTES 1. EXISTING SANITARY SEWER LOCATION, SIZE, AND ELEVATION SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS. 2. PROPOSED SANITARY SEWER PIPE MATERIALS: 2.1. SEWER MAIN SHALL BE PVC SDR 35. 2.2. SEWER SERVICES SHALL BE PVC SCHEDULE 40 (SEE DETAIL SAN-7 AND SAN-8). 3. PROPOSED SANITARY SEWER SERVICES SHALL HAVE TRACER WIRE WITH ACCESS TO WIRE ENDS TO MEET CITY LOCATION REQUIREMENTS& 4. CONTRACTOR TO PROVIDE X, Y AND Z GPS COORDINATES FOR WYE AND SERVICE ENDS FOR LOCATING IN FUTURE. 5. SANITARY SEWER PIPES TO BE JOINED TO THE SANITARY MANHOLES WITH APPROVED RESILIENT RUBBER JOINTS TO MAKE THEM GAS TIGHT OR WATER TIGHT. CONNECTIONS TO EXISTING SANITARY MANHOLES SHALL BE CORE DRILLED. WATER MAIN NOTES 1. EXISTING WATER MAIN LOCATION AND SIZE SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS. 2. MAINTAIN MINIMUM 24-INCH VERTICAL CLEARANCE BETWEEN SEWER AND WATER MAIN OR WATER SERVICE CROSSINGS. PROVIDE 8'x8'x4" INSULATION AT PIPE CROSSINGS WERE THERE IS LESS THAN 24" VERTICAL CLEARANCE BETWEEN THE WATERMAIN AND SEWER. 3. MAINTAIN 10-FT HORIZONTAL CLEARANCE BETWEEN SEWER AND WATER MAIN. 4. PROPOSED WATER PIPE MATERIALS: 4.1. WATER MAIN SHALL BE DIP CLASS 52. 4.2. WATER SERVICES SHALL BE 1" COPPER TYPE K. 5. HYDRANTS SHALL BE WB-67 WITH 5-INCH STORZ FITTING. 7. HYDRANTS TO BE PLACED 4-FT OFF BACK OF CURB. 8. MAINTAIN MINIMUM 7.5-FT COVER TO TOP OF ALL WATER MAIN PIPE. 9. WATERMAIN VALVES, FITTINGS, HYDRANTS AND APPURTENANCES ARE TO BE WRAPPED IN POLYETHYLENE FILM. 10. WATERMAIN FITTINGS SHALL BE DUCTILE IRON CLASS 350 COMPACT FUSION -BONDED EPDXY COATED. STORM SEWER NOTES 1. FIELD VERIFY SIZE, ELEVATION, AND LOCATION OF EXISTING STORM SEWER AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS. 2. WHEN CALLED OUT AS RCP, STORM SEWER SHALL BE REINFORCED CONCRETE PIPE (RCP) ANSI C76 WITH R-4 GASKETS. ALL PUBLIC STORM SEWER SHALL BE RCP. 3. STORM SEWER LENGTHS INCLUDE THE LAYING LENGTH OF THE FLARED -END SECTION. LAYING LENGTH OF APRON TO BE DEDUCTED FROM PAYMENT LENGTH OF PIPE. 4. STORM SEWER PIPES TO BE JOINED TO CATCH BASIN MANHOLES W/ APPROVED RESILIENT RUBBER JOINTS TO MAKE THEM GAS TIGHT OR WATERTIGHT. CEMENT MORTAR JOINTS ARE PERMITTED ONLY FOR REPAIRS AND CONNECTIONS OF EXISTING LINES CONSTRUCTED WITH SUCH JOINTS. 5. ALL JOINTS TO BE WRAPPED WITH GEOTEXTILE FABRIC (DETAIL STR-11). 6. THE FLARED -END SECTION AND LAST THREE (3) PIPE JOINTS ARE TO BE TIED. 7. TRASH GUARDS REQUIRED ON ALL APRONS 18" AND LARGER (DETAIL STR-8). 8. SHALLOW STORM SEWER REQUIRES PERFORATED DRAIN TILE AT LOW POINTS (DETAIL STR-10 AND DETAIL STR-2). COVER SHEET ,/ SADDLE CLUB 4TH ADDITION J Ll CO) Q 0 N 4 J J 0 LU J W LLI M W O W a PREPARED FOR: DUPONT HOLDINGS LLC SITE PLANNING & ENGINEERING P LOWE ENGINEERING, INC. 6776 LAKE DRIVE SUITE 1 1 O LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 NORTH 0 25 50 1 INCH = 50 FEET CO m - 7-- 1 CD O0 coo 0) DWAY 899.44 v,��jj 1260 e* 6 9% PIE -LINE ENTRANCE (DETAIL GEN-17) 31262 + OF EXISTING UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. \ +896.& Tc , THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TO III \ 904 - - 9 �� - 1 -EWETaaM_ a % TC \ / SEDIMENTATION / ,' TYPE AND LOCATION OF UTILITIES AS NECESSARY TO AVOID DAMAGE TO THESE . 896 / x BASINS 7' UTILITIES. \ \ �' 8 .85 T \x 3 25 2. CALL "811" FOR EXISTING UTILITIES LOCATIONS PRIOR TO ANY EXCAVATIONS. VERIFY _ _ o+8 6.7 ALL UTILITIES CRITICAL TO CONSTRUCTION. 8 - ` 904 903.55 - - - 3 250 59 /� `\ 3. INSTALLATIONS SHALL CONFORM TO THE CITY GENERAL SPECIFICATIONS AND `LP' + 9s�� 3 5-FT WIDE SODDED ; STANDARD DETAIL PLATES. Tc OVERFLOW (EL=895.0) 4. THE CONTRACTOR SHALL NOTIFY CITY PUBLIC WORKS DEPARTMENT A MINIMUM OF 000 r +oo 149. 0 O O O O O 000 \ 396.33 ' 72 HOURS PRIOR TO THE INTERRUPTION OF ANY SEWER OR WATER SERVICES TO I r ` 0QO O O O O O O O O EBITEND A 12 �' EXISTING HOMES OR BUSINESSES. �1 9 U. �'1- q� 1 O`0 O O z OWE 5. STORAGE OF MATERIALS OR EQUIPMENT SHALL NOT BE ALLOWED ON PUBLIC 4.50% m O O O O O O O EBIT STREETS OR WITHIN PUBLIC RIGHT-OF-WAY. pO� \ 00 O 0 O O O O O O O C6 49 /� SWPPP INSPECTIONS 6. NOTIFY CITY A MINIMUM OF 72 HOURS PRIOR TO THE COMMENCEMENT OF o, 31257 i CONTRACTOR TO IDENTIFY INDIVIDUAL WHO WILL BE CONSTRUCTION. 0 i �' a 312 6 Sg5 ; RESPONSIBLE FOR INSPECTIONS; THIS INFORMATION IS TO 7. THERE ARE NO KNOWN WELLS ON THE PROPERTY - IF A WELL IS ENCOUNTERED 898.00 �' / 897.20 896 BE NOTED ON THE SWPPP (C4.2). ALL WEEKLY AND DURING CONSTRUCTION THEY MUST BE SEALED IN ACCORDANCE WITH MINNESOTA EBIT POST -RAINFALL INSPECTIONS MUST BE SUBMITTED TO DEPARTMENT OF HEALTH REGULATIONS. 00 $ 8. CONTACT MARTY ASLESON, CITY ENVIRONMENTAL COORDINATOR, FOR INSPECTION / 1900. 99 896 _� MARTY ASLESON CITY OF LINO LAKES BY THE NEXT DAY - I � � OF ALL EROSION CONTROL MEASURES PRIOR TO ANY WORK O h X _ g94.2 ^ I -0I I y AFTER INSPECTION. FOLLOW-UP CORRECTIONS MUST BE O / SUBMITTED TO THE CITY AFTER CORRECTIONS ARE MADE. C) / / 152 I I y RAIN GUARDIAN d_BLDSB_ -BLDSB 893.2 x I Use �(SEE DETAIL) WETLAND GRADING, DRAINAGE 1o I 891 j I I PROPOSED POND 1 -- HWL=893.4 &EROSION CONTROL NOTES 889 III \NWL=894.20 (PER -SADDLE -CLUB-PUD)- / x I I , - w 1. PRIOR TO ANY GRADING OPERATIONS, THE CONTRACTOR SHALL INSTALL ROCK HP \ I 1149 I HWL=896.5 CONSTRUCTION ENTRANCE AND PERIMETER SILT FENCE AS SHOWN ON PLAN. -903?L9- J bl1 I I ADDITIONAL SILT FENCE MAY BE NECESSARY IF LOCAL CONDITIONS REQUIRE � w ao ao � � _ - OUTLOT E - 2. CONTACT MARTY ASLESON, CITY ENVIRONMENTAL COORDINATOR, FOR INSPECTION 3 LO i I I N O I °n' I I I N II OF ALL EROSION CONTROL MEASURES PRIOR TO ANY WORK. 0i ��\ d O 148x \I I co III I \ I \\ SADDLE CLUB FIRST ADDITION �F 3. CONTRACTOR TO SCRAPE EXISTING TOPSOIL AND STOCKPILE; PROVIDE SILT FENCE Ilj N m �\ w OR OTHER ENGINEER -APPROVED SEDIMENT CONTROL MEASURE AS NECESSARY. O J I I I `\ I N I0°II \l y ' aM aM vw 3.1. FOR DISTURBED WETLAND AREAS, SALVAGE AND STOCKPILE WETLAND I 'TOPSOIL IN SEPARATE LOCATION FROM OTHER TOPSOIL. UPON GRADING LO Q Do O DO i � I< 3 893.12 � � y ' WL1-16 r-------- LEGEND \ 1 T I x 893.18 892.96 892.49 i \ EWET �P WL-1 A-11 WL-1 A-10 / EWET 2 3 LOT N0. 894.55\ 894.64,' ;i !''' •�•. � BAFFLE WEIR I I oh EXISTING OVERHEAD ELECTRIC PROPOSED WATER PIPE (SEL\DETAIL ON C2 ) ref /wet DRAINAGE & UTILITY I~ I -\8g4 ,' 893.02 i . ; all, wet EASEMENT T EXISTING UNDERGROUND TELEPHONE PROPOSED SANITARY SEWER PIPE 893t1.7 , \ W93.OA-14 WL-1A-1i WLl-15 ,� / 1 I wet- CBL p� . ,i I `\ EXISTING UNDERGROUND CABLE >> PROPOSED STORM SEWER PIPE SURFACE DRAINAGE I I �92 i!IEXISTING TELEPHONE PEDESTALPROPOSED BASIN 2 � 0 PROPOSED STORM MANHOLE 3 i ! I \ FINISHED GRADE PROPERTY LINE \ NWL=893.0 i ! \ I © EXISTING ELECTRICAL PEDESTAL \ HWL=894.20 892.6 , i ! i AT REAR OF HOUSE I I ❑ PROPOSED CATCH BASIN \ II I WL1- 4 , ; 1 I © EXISTING CABLE PEDESTAL �� ; I RECOMMENDED HOUSE TYPE OUTLOT 893.86 INDICATES PROPOSED 0 PROPOSED FLARED -END SECTION ,EWET I I LOWEST FLOOR ELEV. WETLAND i CO-) EXISTING UTILITY POLE N - S.E. W.O. -SPLIT-ENTRY I 899.7 � I HWL=893.5 - I WALK -OUT INDICATES i. I \ PROPOSED GATE VALVE (PER SADDLE CLUB PUD) ' i RIP -RAP W F RIC SEE DETAIL - ,,fir,ROPPED GARAGE EXISTING LIGHT POLE w / ( W.O. - WALK -OUT I W.O.OI �- / \\ \ 0) i i I STR-7) FXTE TO BOTTOM OF BASIN I LOW FL=897.5 » EXISTING STORM SEWER PROPOSED HYDRANT w \ -EDGE OF WETLANDS PER °I11 i ! i (TYP) / I DROP 1 FT KJOLHAUG ENVIRONMENTAL : i ! i /� / �- LL O m / ' SERVICES, INC., MARCH 13, 2017.-) 11 w `� MNr0 i // I 906.3 GAR I EXISTING WATER MAIN 0 PROPOSED SANITARY SEWER MANHOLE O m 0)000 I SUGGESTED EXISTING SANITARY SEWER 0000 i EWET / // PROPOSED ELEVATION AT I GARAGE I 930 PROPOSED CONTOUR 3 EWET a92s all, GARAGE LOCATION o g Q z all, / I,, all, i ! ; ' WET GARAGE DOOR (FRONT) LL _ _ -92 7I ! T DO EXISTING STORM MANHOLE c� O / WL1- 3 11 1 I - \ X920.60 PROPOSED SPOT ELEVATION oc I- w / / BASIN OVERFLOW ' ,� r- WETLAND R/W NAVD88 DATUM w Q 0 PROVIDE REDUNDANT SEDIMENT CONTROL (SILT p w a � z N / ELEV = 894.20 `• ` NWL=892.0 / EXISTING FLARED -END SECTION GUTTERLINE, BITUMINOUS H- D FENCE, BIOLOGS, OR OTHER APPROVED EQUAL) �� 3 p SURFACE, OR GROUND SURFACE < w v w WHEN GRADING IS WITHIN 50-FT OF A / 5-FT WIDE SODDED OVERFLOW 4 ! HWL=893.5/ J Z J / ! / aj0 / ( ) 0 EXISTING GATE VALVE z I , Q > UNLESS OTHERWISE INDICATED) x Q WETLAND (TYP) / / �. ;% 0 PER SADDLE CLUB PUD STREET g o- o 1yo A ~ EXISTING HYDRANT s PROPOSED SILT FENCE 0 Q_oZ� / 893.25 x 896.30 xa92.47/ TYPICAL LOT LAYOUT 0_ OJ � O x K16-2 3� I - WET i g PROPOSED TREE PROTECTION FENCE Q L� z H I 892.66 / 1T9 ' � I ' � i' WL1-9 / n i LL ,�I, �v �S EXISTING SANITARY SEWER MANHOLE 4.0% 892 9g 893.17 /' ' 1681 n O \ \ PROPOSED DIRECTION OF DRAINAGE m PROVIDE WETLAND BUFFER SIGNAGE AS Wu-10 WL1-12 / I J f 02g APPROVED BY LINO LAKES AND RICE "170 / EXISTING CONTOUR PROPOSED RIP -RAP 92.64 893.12 ' EWET 9 CREEK WATERSHED DISTRICT (SEE DETAIL/u-8 EWET \ / WL1-11 893.15 ' x n _j Q92 \ / /j / X 920.99 EXISTING SPOT ELEVATION GEN-22) - TYP. / \\ I 167 j i U / 4- GE NAVD88 DATUM 0 PROPOSED INLET PROTECTION WETLAND FILL #1 // - 894 - I'g6 �I'� ail, wef i T 892.40 / -I I m x W = /ay V // / 1,665 SF Wu-7 _-__' _ 894 ' Ai 892.01 J \ // X EXISTING FENCE PROPOSED WETLAND BUFFER SIGNAGE 179 x 8 g 7 7 4 892.10 WET I all, WET 5-FT WIDE SODDED \\ ^\ �/ 00 wet DELINEATED WETLAND EDGE PROPOSED WETLAND MANAGMENT OAK28 - a� x\ DELINEATION BY WSB AND CORRIDOR WMC -SEE NOTES FOR K OVERFLOW (EL=895.0) �\ � (WMC) all, I I IIIII = I (� KJOLHAUG ENVIRONMENTAL ----- TOPSOIL MANAGMENT IN WMC / I I WL1-46 WL1 55 892. -I �1 I I 8� 898 898.2 x 892.38 _ _ // \ , / / / i - - W / WL1-4 E-- WET �� / // oo ' / PIEZOMETER PIEZOMETERS Lr-�- I WETLAND FILL 900 \ // 9X \ \ \ /// \ O PERFORMED BY CARL ANDERSON 1 I I °Z LOW = . I PROVIDE INLET SEDIMENT CONTROL / SEE WETLAND REPLACEMENT PLAN PREPARED / 1 894.95 � SEE "ENGINEERING FIELD ( /' w�1-1 I 902 EWET ,FOR NEW STORM SEWER INLETS /i / / -� �j x y� / � / REPORT" (MARCH 17, 2017) BY KJOLHAUG ENVIRONMENTAL) III I I WITHIN 24 HOURS OF STRUCTURE 89 WALK -OUT 'ate ^ INSTALLATION (TYP - SEE DETAIL i1 h / 42�6 892.6 892.62 , - / DROP GAR-1.0 FT , O s98.66` /j ,-s9� AM-2 WL1-III3 i /' -1 �'1�� ,---' I v I GEN-19) + Tc-EBI>'v vv /j vv a // GENERAL NOTES III/ z GAR 904,9 _ `�\ ,' 4 9 tea• I,\ � \ � e� \ ,, -0 00 �I G ROCK CONSTRUCTION ° PIE -TER# 1. THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION 892.59 IIIIIIIIIIQIIIIIIIIII �IIIIIIIIII IIIIIIIII1I IIIIIII1IIIIIIIII1 UIII1 IIIIII1 WL-SHOT-C C 'W0WL3SHOT-B� 893.901 Q 24 SHOT -A Q PROPOSED SOIL AMENDMENT AREA (SEE NOTES ON THIS SHEET) 894.?0 PIEZOMETER 4 rIE_IE 89O2 LNE-895�9I11 I j 111=�1 I I1=111= O Q 00UIII \ \ // � COMPLETION, REPLACE SALVAGED WETLAND TOPSOIL IN DISTURBED WMC 8 °° /I �I, ' ------ ------ IaM� 'aM / BUFFER AREAS. \ 9A, o I 1 I / \ \\ 894.50 / 4. THE CONTRACTOR SHALL PERFORM SITE GRADING ON AN AREA BY AREA BASIS TO Q� pt '' N OCD o / / / I 5 //3 / Pf\ MINIMIZE UNSTABILIZED AREAS; AS EACH AREA IS COMPLETED, ALL EXPOSED SOILS Q� o pOj O 9$ 5 - \ �/ / MUST HAVE TEMPORARY EROSION CONTROL PROTECTION OR PERMANENT COVER 'n I _ _ $ 896 / y \ \ \ ��/ / / WITHIN SEVEN (7) DAYS - - - - �� - _ \ \ ` 5. SEE SHEET "STORM WATER POLLUTION PREVENTION PLAN" (SWPPP) FOR ' COI c� s g�Rly-T-=997� \ i> 896 __-- / / ADDITIONAL EROSION CONTROL NOTES AND SITE SEQUENCING o l 2 /'I 896 y \\ \\ 84.10/ 6. DISTURBED AREAS TO BE SEEDED WITHIN SEVEN (7) DAYS; SEE SWPPP FOR SEED i \`� ` MIXES AND RATES; ALSO SEE LANDSCAPE PLAN 9© .5 903.25 7.60 898.80 , �s s� s _ I - - - \� 7. STREET SWEEEPING IS REQUIRED TO PREVENT MIGRATION OF SOILS ONTO ADJACENT IMP H P _EOF FO _ - - - - - 897.96 894.77 ,' vv x\ �a STREETS STREET- I i X14 \/ EWET II \ I xt \ I \\ 8. CONTRACTOR TO PERFORM INSPECTION AND MAINTENANCE OF EROSION AND SEDIMENT CONTROL MEASURES PER NPDES PERMIT SECTIONS 11.1 THROUGH 11.11 15 I (SHEET C4.1) UNTIL FINAL STABILIZATION �111 4 f / 897.97 / Q, v 11=1 I I PIEZO TE #: I I � � I- I I 893.�35 I � � / 1 53 04 �894.79 8 335 PI * I E H 896.�80 EWET T� 93.38 2 E-.44 9039 x \ -}� 11 FLU898.5 893.90 o L0 Q y00 \ 893.08 \ 8�4.56 \ 11-1 I CIA O o _J / x ' ' WET 894.28 v v i rn EWET / 11-11 I y x ,' x 8 .39 h 898.02 x W A \ 11-I11 N WETLAND FILL 2 I N o 0 894.96 PIE -LINE POND EOF \ TOPSOIL STOCKPILE - 0D O / # O O O 0) X/ x 896.85 _ A 0) O O x / ELEV = 896.5 �011 20,040 SF m 0) O CD 9 LIN 895.88 , FINAL LOC. TO BE VER. W 11 _ / Q � _ sss , ( CONTRACTOR & OWNER o00=I-�� I - /� y PioMETER #1 10 FT POND SODDED OVERFLOW v \ Jew STABILIZE WITHIN 7 DAYS 111=11 I + o / ' WET 98 x (SEE DETAIL) - - - _ - - AND PROVIDE SILT FENCE 11-111 O O /' I 5 10 ' B-----BLDSB-----BLDSB- D B - - _BLDSB \ \ - ao 2% 2� all, /--� - -- --.�_ AROUND STOCKPILE nlcmDo ' m - - - ' I I 111-11 I� II I � , I x 892.49SILT FENCE REPRESENTS I o =1I1 O _$9 3 I Imo- I �I I I-_- I -I =I I i ,' WET a94.s4 - Q 50 .0. W. _ �' 895.0 i EWET / v ix \ °' III-11 III=III -III=I -III 893 08 i \\ \ LIMITS OF DISTURBANCE o - _ - WET x SEE LANDSCAPE \ / (TYP) I I I 1 -III � �� 11 III. 11 = 1 ' ' 894.26 /' PLAN FOR POND \ I 111- Q - `O H2OELEV / v Wet -wet 896.20 1 II1 Q o I Q I I I I I- - '� ro� x RESTORATION 896.30 vv v v III M11 I OU TLOT E \\ \\ T111= I I I C I=1 I-1 I I-_= I �-_ L__ - �, P WET 8E26�Ab E CLUB FIRST ADDITION 3 f - - - - _J 00 _ °� 11 I1I 1 1 1 I -I 1 1 1 1 1- a893.48 WET x WET dll, \\ I I I'1E1 1 1 p��j - � 1 tr=t1 F� -1II-1 1 1 894.97 ' // EWET 2 all, \ \\\ I I - - I -------____ s97.2z 89356 . 893.36 11_ 89 - -- _ 899. __. EBIT/BRIDG �� 894.56 90073 00 � 0__ .898\37-- \ 897 07 BRIDGE \ \ \ iV A EBI� BRID - .12 901.15 898.64 / -- 2.5 02 ' ` MINIMUM OF 2 ROWS OF SOD REQUIRED �c 9 _00 903. 902.8fa �`� BEHIND CURB - SEED & MULCH REMAINDER'+ � 1 WETLAND FILL #3 ' i / /%' T so3.o - ----- OF RIGHT-OF-WAY (TYP) \ \ \ \\ \\ 2,227 SF �SAWCUY 910 03.03 \�\ -�� �1 I x GROUND WATER DATA i x 9c3.0z o ���� t< i I \` \\\ `\ PIEZOMETER # \\\ \ 00 j ,' / MATTdH \� 9oz94 o ' 9 CO I 90 .24 -I 'TCtoo'; Sw '�\ ��� \ \ 1 2 3 4 \\ I N REMOVE EXISTING TRAIL CONNECTION & \ 2-28-2017 894.69 894.69 892.95 892.95 `\ /'/,� ; a W j REPLACE WITH CONC. PED. CURB RAMP W/ REMOVE EXIiSTING WINGS OF �fEMP. \\ i p I / 9C2.90e o ` \ 3-12-2017 894.34 893.94 893.21 893.01 TRUNC. DOMES - MATCH NEW TRAIL INTO 1 CUL DE -AC AND PROVIDE CBG ASHOWN I\ �\ 902 T I >C Q: I I?C\ SXWCUT I �C I � C? i �,�' `, EXIST. \ I ' PER PIEZOMETER DATA - CARL ANDERSON ENGINEERING J ( i ) 1 \ \ I 0_ I ,fA02.80 , i ,' i w/vs� I \ I /' ("ENGINEERING FIELD REPORT" DATED MARCH 17) x I I 9 4.20 9 2.86 I 1 I /902 8 � ARFLR , DRAWN BY: DESIGN BY: A.G. A.G. CHCKD BY: PROD. NO. C.W.P. 17-1685 ORIGINAL DATE: APRIL 10, 2017 V U6 3 U Z Q Z W W a Q W J Z V �06p CO) CO)G LU m a j I N Z G N W 0 N H O ZWZWo�a. J W ~ ~ m W Z 0 0 0 m _ m 31irJJlLa IL N O O O O O r r r O Q ID �O 1 r N N , M M , , 4M44140 471, m W a 1-1 w J Z 0 ZOa¢w g�aWz a2gz- W Q Z LL �CI-WO QZ�aF a 0 UJI wLL aNw ~�zw= H 0 com0 }W>aN mWD� WW�N� w aNV� J m Z �O 0 N J - w W Z J 0 a N Q� J Q 0 q J co (0 0) CM qT Z J V LJ a °' 0 0 a N O O ni a 13 N Uj 06 ZZ oa PREPARED FOR: DUPONT HOLDINGS LLC SITE PLANNING & ENGINEERING P LOWE ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 NORTH 0 15 30 ,(OFF PLAN SHEET) 1 INCH = 30 FEET ' i i % � Tc2.�s ° i TC-Ve)UNTABLE PROVIDE INLET PROTECTION AT LOW POINT CATCH RAIDING D RAI NAG E & E S C PLAN Know what's below. ,� � � � � I / �' � 1 �9T02.7 1 � I BASINS (2) IN FOX ROAD - APPROX. 175 SOUTH Call before OU CAI . ' S�WCUT 1 I OF SADDLE CLUB 4TH ADDITION PROPERTY LINE) I BENCHMARK: TNH IN THE PLAT OF FOXBOROUGH. HYDRANT LOCATED AT THE SE y g \ /� I I CORNER OF RED FOX ROAD AND FOX ROAD. ELEVATION IS 904.61 FEET. / SADDLE CLUB 4TH ADDITION BENCHMARK: TNH IN THE PLAT OF FOXBOROUGH. HYDRANT LOCATED AT Tr SE CORNER OF RED FOX ROAD AND FOX ROAD. ELEVATION IS 904.61 FEET. BOULEVARD TREES BOULEVARD TREES REQUIRED: 1 TREE PER LOT 2 TREES PER CORNER LOT # OF LOTS = 8 # OR CORNER LOTS = 1 TOTAL BOULEVARD TREES REQUIRED = 9 COMMON NAME BOTANICAL NAME SYMBOL QUANTITY SEE NOTES SIZE 2"-2.5" CAL. ROOT TYPE B&B SWAMP WHITE OAK Quercus bicolor AUTUMN GOLD GINKGO Ginkgo biloba 'Autumn Gold' (male only) SILVER MAPLE Acer saccharinum LINDEN/BASSWOOD Tilia (americana) HACKBERRY Caltis accidentalis ROBUSTA POPLAR Populus X robusta NORTHERN RED OAK Quercus rubra AMERICAN LINDEN Tilia Americana RIVER BIRCH Betula Nigra HICKORY (BUTTERNUT) Carya coriformis 9 PROPOSED BOULEVARD TREES SHOWN NOTES: 1) EXAMPLE SPECIES SHOWN - SPECIES TO BE VERIFIED WITH CITY'S ENVIRONMENTAL COORDINATOR. 2) VERIFY TREE LOCATIONS WITHIN BOULEVARD WITH CITY'S ENVIRONMENTAL COORDINATOR PRIOR TO ANY INSTALLATIONS 3) NO MORE THAN 15% OF BOULEVARD TREES CAN BE OF ONE SPECIES OPEN AREA - TREES COMMON NAME BOTANICAL NAME SYMBOL QUANTITY SEE NOTES SIZE 2" CAL. ROOT TYPE B&B SWAMP WHITE OAK Quercus bicolor SILVER MAPLE Acer saccharinum RIVER BIRCH Betula Nigra NORTHERN RED OAK Quercus rubra AMERICAN BASSWOOD Tilia americana 6 PROPOSED OPEN AREA TREES OPEN AREA - SHRUBS SYMBOL QUANTITY ROOT TYPE 0 30 TOTAL POT SIZE 3 GAL. NANNYBERRY VIBURNUM Viburnum lentago CARDINAL DOGWOOD Carpus sericea 'Cardinal' BLACK CHOKECHERRY Aronia melanocarpa elata DWARF -WINGED EUNONYMUS Euonymus alatus "compactus" WINGED EUNONYMUS Euonymus alatus GRAY DOGWOOD Corpus racemoso RED -OSIER DOGWOOD Corpus sericea WINTERBERRY Ilex verticillato AMERICAN ARBORVITAE Thuja occidentalis 17 PROPOSED OPEN AREA SHRUBS SHOWN NOTES: 1) EXAMPLE SPECIES SHOWN - VERIFY SPECIES REQUIREMENTS WITH CITY'S ENVIRONMENTAL COORDINATOR PRIOR TO ANY INSTALLATIONS (FIRE ADAPTED SPECIES REQUIRED - VERIFY SPECIES WITH TREE SUPPLIER AND MARTY ASLESON) 2) VERIFY TREE AND SHRUB LOCATIONS WITHIN OPEN AREAS WITH CITY'S ENVIRONMENTAL COORDINATOR PRIOR TO ANY INSTALLATIONS 3) NO MORE THAN 15% OF OPEN AREA TREES OR SHRUBS CAN BE OF ONE SPECIES 1394.64 \ t/ h'Pt het OUTLOT C SOIL AMENDMENT AREA AREA 1 (10,850 SF) U / LL '� II I L__— II � I II II 4 I I I I L — — — I I I I I L — — — I I I I 2 RESTORATION — BASIN AREA - PROVIDE MNDOT SEED MIX #33-261 FROM NORMAL WATER LEVEL (NWL) TO HIGH WATER LEVEL (HWL) RESTORATION — REMAINDER OF OPEN SPACE PROVIDE MNDOT SEED MIX #35-641 FOR DISTURBED AREAS WITHIN OUTLOT ABOVE HIGH WATER LEVEL (HWL) I I -------------� ------------ 0 MO) W ----� / n I / I I n 1 I I A I n I n I A I I I I n 12+00 11 J I I / / I / I # � I I I I I I I I I I --- — — — — — — — — — — — — > —F I> I I I I I I 2 I I RESTORATION — POND AREA — PROVIDE MNDOT SEED MIX #33-261 FROM NORMAL WATER LEVEL (NWL) TO HIGH WATER LEVEL (HWL) �I I M \ �e t la 3 �a .111, wets z O 1— Q (! O O m H- al D D —I O U LiJ 0 Q (n +day 11 +00 193.'e 891 I I I I I I I LEGEND DENOTES APPROX. LOCATION OF PROPOSED ADDITIONAL TREE DENOTES APPROX. LOCATION OF PROPOSED ADDITIONAL TREE DENOTES APPROX. LOCATION OF PROPOSED LARGE SHRUB DENOTES OPEN AREA LANDSCAPE DENOTES SOIL AMENDMENT AREA (SEE NOTES ON THIS SHEET) NOTES 1) TREES ARE TO BE 2" AT 4' BH WITH 1 YEAR GUARANTEE 2) TREES ARE TO BE IN ACCORDANCE WITH CITY'S TREE ORDINANCE 3) REPLACEMENT TREES = 8 (PER EXISTING TREE REMOVALS — SEE SHEETS L2) BOULEVARD TREES = 9 OPEN AREA TREES = 10 TOTAL PROPOSED TREES SHOWN = 19 4) ALL NATIVE SEED MIXES TO BE INSTALLED BY CITY APPROVED CONTRACTOR — VERIFY WITH CITY'S ENVIRONMENTAL COORDINATOR PRIOR TO INSTALLATIONS 5) PROPOSED TREES MUST BE 2" TO 2.5" DIAMETER AND BALL AND BURLAPPED. i i 1,11 N 3 3 .111. S95 — GENERAL NOTES 1. THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF EXISTING UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TO TYPE AND LOCATION OF UTILITIES AS NECESSARY TO AVOID DAMAGE TO THESE UTILITIES. 2. CALL "811" FOR EXISTING UTILITIES LOCATIONS PRIOR TO ANY EXCAVATIONS. VERIFY ALL UTILITIES CRITICAL TO CONSTRUCTION. 3. INSTALLATIONS SHALL CONFORM TO THE CITY GENERAL SPECIFICATIONS AND STANDARD DETAIL PLATES. 4. THE CONTRACTOR SHALL NOTIFY CITY PUBLIC WORKS DEPARTMENT A MINIMUM OF 72 HOURS PRIOR TO THE INTERRUPTION OF ANY SEWER OR WATER SERVICES TO EXISTING HOMES OR BUSINESSES. 5. STORAGE OF MATERIALS OR EQUIPMENT SHALL NOT BE ALLOWED ON PUBLIC STREETS OR WITHIN PUBLIC RIGHT—OF—WAY. 6. NOTIFY CITY A MINIMUM OF 72 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 7. THERE ARE NO KNOWN WELLS ON THE PROPERTY — IF A WELL IS ENCOUNTERED DURING CONSTRUCTION THEY MUST BE SEALED IN ACCORDANCE WITH MINNESOTA DEPARTMENT OF HEALTH REGULATIONS. 8. CONTACT MARTY ASLESON, CITY ENVIRONMENTAL COORDINATOR, FOR INSPECTION OF ALL EROSION CONTROL MEASURES PRIOR TO ANY WORK w� OUTLOT E AM I\ \ SADDLE CLUB FIRST ADDITION 41 \ \ eM \ / \ I \ I \ I I I I RESTORATION — REMAINDER OF OPEN SPACE PROVIDE MNDOT SEED MIX #35-641 FOR DISTURBED AREAS WITHIN OUTLOT ABOVE HIGH WATER LEVEL (HWL) OUTLOT E SADDLE CLUB FIRST ADDITION BRIDGE \ T I SOIL AMENDMENT AREA AREA 2 (3,600 SF) I \ I I I I I 11 SOIL AMENDMENT AREAS 1. ON —SITE TOPSOIL TO BE STOCKPILE 2. AFTER GRADING, LEAVE AMENDMENT AREAS SUBCUT 8" 3. ALLEVIATE COMPACTED SOILS (PLOW OR TILL) TO A MIN. DEPTH OF 2" 4. APPLY 8" OF STOCKPILED TOPSOIL 5. APPLY 2.5" COMPOST MEETING: 5.1. 8-13% SOIL ORGANIC MATTER 5.2. PH SUITABLE FOR TURF SEEDING 5.3. NOTE: RETAIN RECORDS & RECEIPTS FOR COMPOST DELIVERED TO SITE FOR RCWD INSPECTIONS 6. ROTOTILL COMPOST INTO TOPSOIL TO A MIN. DEPTH OF 8" BY USING A PRIMARY TILLING OPERATION SUCH AS A CHISEL PLOW, RIPPER OR SUBSOILER I \ \ I I \I I \ \ wet wet \ r \ \ 3 3� 4 \ I .Ili, I OPEN AREA LANDSCAPE CALCULATIONS OPEN SPACE REQUIREMENTS: LARGE TREES — 1 PER/2000 SF LARGE SHRUBS — 3 PER/2000 SF SQUARE LARGE TREES LARGE SHRUBS FOOTAGE REQUIRED REQUIRED AREA A 6,450 3.2 9.7 AREA B 11,830 5.9 17.7 TOTAL 10 28 LANDSCAPE PLAN SADDLE CLUB 4TH ADDITION DRAWN BY: DESIGN BY: A.G. A.G. CHCKD BY: PROD. NO. C.W.P. 17-1685 ORIGINAL DATE: APRIL 10, 2017 0 2 3 0 G O Z O_ w a W Z ) °� N m w w M N aN> O O 93 a N wwma (NM M MjLLa IL a LL O O LU T- T O O ci a r N M M N M q* N O 11 r m Z O O W J V ~ W Z J N Q � O N � Z PREPARED FOR: DUPONT HOLDINGS LLC SITE PLANNING & ENGINEERING P LOWE ENGINEERING, INC. 6776 LAKE DRIVE SUITE 1 1 O LINO LAKES, MN 55014 PHONE: (651) 361-821 O FAX: (651) 361-8701 NORTH 0 25 50 1 INCH = 50 FEET Ll BENCHMARK: TNH IN THE PLAT OF FOXBOROUGH. HYDRANT LOCATED AT THE SE CORNER OF RED FOX ROAD AND FOX ROAD. ELEVATION IS 904.61 FEET. TAG SPECIES DBH COND. NOTES REM? WMC? SPECIES DBH COND. NOTES SAVE? WMC? 1 Aspen 13 5 SAVE X Hackberry 12 5 X 2 Aspen 12 5 SAVE X M82 Hackberry 7 5 X 3 Aspen 14 5 SAVE X Hackberry 12 5 X 4 Aspen 10 5 SAVE X Ash,Green 12 4 X 5 Oak, Red 9 6 SAVE Ash,Green 13 4 X 6 Oak, Red 22 5 SAVE x 83 Hackberry 8 5 X 7 Cherry, Black 9 4 2 stem tree X 84 Ash,Green 7 4 X 8 Maple, Red 14 4 2 stem tree X 85 Hackberry 9 5 SAVE 9 Oak, Red 24 4 hanging broken branch SAVE 86 Ash,Green 16 4 SAVE 10 Maple, Red 13 5 SAVE 87 Ash,Green 13 4 SAVE 11 Maple, Red 19 5 SAVE X 88 Ash,Green 12 4 SAVE 12 Oak, Red 27 5 SAVE X 89 Ash,Green 6 5 SAVE 13 Ash, Green 13 5 X 90 Boxelder 7 5 SAVE 14 Oak, White 30 5 2 stem tree SAVE X 91 Boxelder 8 4 SAVE 15 Maple, Red 15 4 2 stem tree SAVE X 92 Ash,Green 8 5 SAVE 16 Cherry, Black 12 5 X 93 Ash,Green 13 4 SAVE 17 Cherry, Black 12 4 X 94 Ash,Green 7 4 SAVE 18 Maple, Red 13 4 2 stem tree X 95 Ash,Green 12 4 SAVE 19 Ash, Green 19 5 X 96 Ash,Green 9 4 SAVE 20 Cherry, Black 6 4 X 97 Ash,Green 18 5 SAVE 21 Maple, Red 10 4 2 stem tree X 98 Ash,Green 13 5 SAVE 22 Ash,Green 18 5 X 99 Ash,Green 6 5 X 23 Maple, Red 20 5 X 100 Ash,Green 7 4 X 24 Maple, Red 24 4 X 101 Ash,Green 13 4 X 25 Maple, Red 17 4 X 102 Ash,Green 15 5 X 26 Maple, Red 12 4 X 103 Hackberry 12 5 SAVE 27 Maple, Red 10 4 3stem tree X 104 Ash,Green 22 4 SAVE X 28 Maple, Red 24 5 2 stem tree X 105 Hackberry 17 5 SAVE X 29 Cherry, Black 12 4 2 stem tree X 106 Hackberry 8 5 SAVE X 30 Ash,Green 19 4 x 107 Hackberry 7 5 SAVE X 31 Maple, Red 16 4 X 108 Hackberry 12 5 SAVE 32 Ash, Green 10 4 x 109 Hackberry 10 5 X 33 Oak, Red 19 6 x 110 Ash,Green 17 4 X 34 Maple, Red 23 4 x 111 Ash,Green 20 4 X 35 Hackberry 9 5 x 112 Hackberry 6 5 X 36 Ash,Green 24 5 x 113 Ash,Green 7 4 X 37 Boxelder 6 4 x 114 Ash,Green 15 4 X 38 Ash, Green 15 4 x 115 Ash, Green 11 4 X 39 Ash,Green 15 4 x 116 Hackberry 7 4 X 40 Ash,Green 13 5 x 117 Hackberry 7 4 X 41 Hackberry 6 5 x 118 Ash, Green 16 5 X 42 Ash,Green 21 4 x 119 Ash, Green 11 5 X 43 Ash,Green 7 4 x 120 Hackberry 8 5 X 44 Boxelder 7 4 x 121 Ash,Green 7 4 SAVE 45 Boxelder 8 4 x 122 Hackberry 7 5 SAVE 46 Oak, White 10 5 x 123 Ash,Green 13 4 SAVE 47 Oak, White 20 5 x 124 Ash,Green 24 5 SAVE 48 Ash, Green 7 5 x 125 Ash,Green 17 4 X 49 Ash, Green 15 5 X 126 Ash, Green 9 4 SAVE X 50 Ash, Green 16 5 SAVE 127 Ash, Green 28 4 2 stem tree SAVE 51 Ash, Green 6 4 SAVE 128 Ash, Green 13 4 X X 52 Ash, Green 16 4 X 129 Oak, White 18 4 X 53 Ash, Green 17 4 X 130 Hackberry 8 5 X 54 Ash, Green 9 4 X 131 Ash,Green 9 4 X 55 Ash,Green 12 4 X 132 Hackberry 10 4 X 56 Hackberry 9 5 X 133 Ash,Green 20 5 X 57 Hackberry 9 4 X 134 Ash,Green 8 4 X 58 Hackberry 7 5 X 135 Ash,Green 14 4 X 59 Ash,Green 24 5 X 136 Hackberry 12 5 X 60 Hackberry 16 5 X 137 Hackberry 10 5 X 61 Ash, Green 23 5 X 138 Boxelder 13 5 X 62 Hackberry 11 4 X 139 Ash,Green 9 4 X 63 Hackberry 7 5 X 140 Cherry, Black 11 5 X 64 Cherry, Black 10 4 X 141 Oak, White 20 4 X 65 Boxelder 11 4 X 142 Maple, Red 15 4 X 66 Boxelder 10 5 X 143 Oak, White 14 5 X 67 Boxelder 12 5 X 144 Oak, White 12 6 X 68 Ash, Green 21 5 x 145 Boxelder 8 5 X 69 Ash, Green 22 4 x 146 Cherry, Black 8 4 X 70 Ash, Green 27 4 2 stem tree x 147 Oak, Red 24 4 X 71 Ash, Green 18 5 x 148 Maple, Red 16 5 SAVE 72 Hackberry 6 5 x 149 Oak, Red 14 5 SAVE 73 Hackberry 7 5 X 150 Oak, White S 4 SAVE 74 Boxelder 7 4 X 151 Oak, Red 21 4 SAVE 75 Boxelder 10 5 X 152 Oak, Red 24 4 SAVE 76 Ash,Green 19 5 x 153 Oak, Red 21 4 X 77 Hackberry 9 5 x 154 Oak, White 12 5 X GENERAL NOTES 1. THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF EXISTING UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TO TYPE AND LOCATION OF UTILITIES AS NECESSARY TO AVOID DAMAGE TO THESE UTILITIES. 2. CALL "811" FOR EXISTING UTILITIES LOCATIONS PRIOR TO ANY EXCAVATIONS. VERIFY ALL UTILITIES CRITICAL TO CONSTRUCTION. 3. INSTALLATIONS SHALL CONFORM TO THE CITY GENERAL SPECIFICATIONS AND STANDARD DETAIL PLATES. 4. THE CONTRACTOR SHALL NOTIFY CITY PUBLIC WORKS DEPARTMENT A MINIMUM OF 72 HOURS PRIOR TO THE INTERRUPTION OF ANY SEWER OR WATER SERVICES TO EXISTING HOMES OR BUSINESSES. 5. STORAGE OF MATERIALS OR EQUIPMENT SHALL NOT BE ALLOWED ON PUBLIC STREETS OR WITHIN PUBLIC RIGHT-OF-WAY. 6. NOTIFY CITY A MINIMUM OF 72 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 7. THERE ARE NO KNOWN WELLS ON THE PROPERTY - IF A WELL IS ENCOUNTERED DURING CONSTRUCTION THEY MUST BE SEALED IN ACCORDANCE WITH MINNESOTA DEPARTMENT OF HEALTH REGULATIONS. 8. CONTACT MARTY ASLESON, CITY ENVIRONMENTAL COORDINATOR, FOR INSPECTION OF ALL EROSION CONTROL MEASURES PRIOR TO ANY WORK LEGEND DENOTES EXISTING WMC CORRIDOR (A NATURAL RESOURCE PROTECTED AREA) DENOTES EXTENTS OF TREE REMOVALS s DENOTES SILT FENCE (LIMITS OF GRADING) DENOTES TREE PROTECTION FENCE TAG SPECIES DBH COND. NOTES SAVE? WMC? 155 Oak, White 27 5 2stem tree X 156 Oak, White 18 5 X 157 Oak, Red 25 6 X 158 Oak, Red 19 6 X 159 1 Oak, Red 16 5 X 160 Oak, Red 19 5 X 161 Oak, White 17 4 X 162 Oak, White 21 5 X 163 Oak, Red 16 4 X 164 Cherry, Black 11 4 X 165 Oak, Red 24 4 X 166 Cherry, Black 8 4 X 167 Oak, Red 23 5 SAVE 168 Oak, Red 14 5 SAVE 169 Maple, Red 12 5 SAVE X 170 Oak, White 20 6 SAVE 171 Cherry, Black 8 5 X 172 Oak, Red 8 4 X 173 Oak, Red 25 5 X 174 Cherry, Black 11 5 2stem tree SAVE X 175 Ash,Green 8 4 SAVE 176 Ash,Green 7 4 SAVE 177 Ash,Green 21 4 2 stem tree SAVE 178 Boxelder 7 4 X X 179 Oak, Red 20 5 X X 180 Oak, White 20 4 X 181 Oak, White 22 5 X 182 Oak, White 22 6 X 183 Oak, White 17 4 X 184 Birch, Paper 13 5 X 185 Oak, White 12 4 X 186 Oak, White 21 5 2 stem tree X 187 Hackberry 10 5 SAVE X 188 Hackberry 13 5 SAVE 189 Ash, Green 12 4 SAVE 190 Ash,Green 32 4 3stemtree SAVE 191 Ash,Green 13 4 SAVE 192 Ash,Green 13 5 SAVE X 193 Hackberry 10 5 SAVE 194 Hackberry 12 5 SAVE X 195 Ash, Green 16 5 SAVE X 196 Ash, Green 14 4 2stemtree SAVE X 197 Boxelder 9 4 SAVE 198 Boxelder 12 4 SAVE 199 Ash,Green 21 5 X 200 Ash,Green 19 5 X 201 Aspen 7 4 SAVE 202 Aspen 8 5 SAVE 203 Birch, Paper 7 4 SAVE X 204 Aspen 8 5 SAVE X 205 Aspen 7 4 SAVE 206 Aspen 8 5 SAVE 207 Aspen 9 5 SAVE 208 Aspen 8 5 SAVE X 209 Aspen 9 5 SAVE X 210 Ash,Green 6 4 SAVE 211 Ash,Green 11 4 SAVE 212 Ash,Green 6 4 SAVE 213 Ash,Green 8 4 X 214 Ash,Green 7 5 SAVE 215 Ash,Green 9 4 SAVE 216 Ash,Green 10 5 SAVE 217 Ash, Green 9 5 SAVE 218 Aspen 6 5 X X 219 Aspen 7 5 X X 220 Aspen 6 5 X X 221 Aspen 7 5 X X 222 Aspen 10 5 2 stem tree X X 223 Aspen 8 5 X X 224 Aspen 6 4 X X 225 Oak, Red 20 5 X X 226 Aspen 6 5 X X 227 Aspen 6 5 X X N.A. OAK 28 ? REAR OF LOT 1 X x N.A. OAK 16 ? REAR OF LOT 1 X x YELLOW HIGHLIGHT = WITHIN NATURAL RESOURCE PROTECTED AREA "X" = TREE TO BE REMOVED SAVE = TREE TO REMAIN TREE PRESERVATION AND MITIGATION STANDARDS ENVIRONMENTALLY TREE LOCATION SENSITIVE AREA WITHIN BASE USE AREA TREE LOCATION NOT WITHIN BASIC USE AREA (ESA) CATEGORY DECIDUOUS TREES 6" DBH DECIDUOUS TREES 6-12" DECIDUOUS TREES OVER AND OVER OR EVERGREEN DBH OR EVERGREEN TREES 12" DBH OR EVERGREEN TREES BETWEEN 12'-20' BETWEEN 12-20' TALL TREES OVER 20' TALL TALL NON -ESA NO MITIGATION REQUIRED PROVIDE ONE TREE PER PROVIDE TWO TREES PER TREE REMOVED TREE REMOVED NATURAL RESOURCE PROVIDE ONE TREE PER PROVIDE TWO TREES PER PROVIDE THREE TREES PER PROTECTED AREA TWO TREES REMOVED TREE REMOVED TREE REMOVED NON -ESA WITHIN BUA: NO TREE MITIGATION REQUIRED - NOT CALCULATED - NON -ESA OUTSIDE BUA: TREES REMOVED 6-12" DBH, 12-20' TALL = 0 (1:1) REPLACEMENT = 0 TREES REMOVED 12" DBH OR GREATER, OVER 20' TALL = 0 (2:1) REPLACEMENT = 0 NATURAL RESOURCE PROTECTED AREA WITHIN BUA: TREES REMOVED = 15 (1:2) REPLACEMENT = 8 NATURAL RESOURCE PROTECTED AREA OUTSIDE BUA: TREES REMOVED 6-12" DBH, 12-20' TALL = 0 (2:1) REPLACEMENT = 0 TREES REMOVED 12" DBH OR GREATER, OVER 20' TALL = 0 (3:1) REPLACEMENT = 0 TOTAL TREES REMOVED 15 TOTAL TREES REPLACED 8 below. before you dig. i i 22 2, T 893.28 892.99 x 893.02 / T N x 190 x 189 76 x1892.93 17500 iD Q 893.33 x191 -- A U` i ali,Cn 892.81 / x 3° 169 200 x °il 893.48 x 177 9107 LL Q x 16EII ^ _ _I x W 893.42 �� 1 m � 188 3 a1 896J4 j � \ 192 - x 167 x 894� 18 178 i � 193 � x I 1 '' \ $94 174 xx Li x 8 -- -- 894 - 3 1 _J x 892.93 x 195 179 dill 0 197 _-_ 0 OA 8 892.35 - o) (n x 198 - g T 1 � x 892.82 900 \\ 127 2 x 30 x 902 \\ 124 �. x 12 x 89 �O \ 97 1 .36 �� x I �8 � 8. I \ \\ x--- 13 x/89 2 \ � I ---- -� 8 .75 122 2 x 9 904 ;aM _ — \ z3 1 8 'Wet 123 x 121 \ x 8 1 16 x 6 \�---- Q x > x >zCi .6 31250 x 105 x 106 94. 4. % 9 TCEND-EE 107 OD 1+00 9� 104 _ _ 0 9 89 .19 � 8 •1 11Al U 5 Q 1061 x \ 900 n� _ _ aaa.295— � tia�• x / r i i 120ELEV i x i m OU TLOT E SAk� _E CLUB FIRST 00 6---------------\,900/- I - - 6 BRIDGE \ x + \ \ i I I i I a�s o'er o DRAWN BY: DESIGN BY: A.G. A.G. CHCKD BY: PROJ. NO. C.W.P. 17-1685 ORIGINAL DATE: APRIL 10, 2017 U 3 QZ J I— W 3 N W W M w O 2 W O r i a W a m u a J Z W 00 00 W r r r O N r 0 N CV) N r M q O qT Z O J W F3 J i I� N J 0 W 0 Z LU LLI W PREPARED FOR: DUPONT HOLDINGS LLC SITE PLANNING & ENGINEERING P LOWE AD ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361 -8210 FAX: (651) 361 -8701 NORTH I� 0 25 50 1 INCH = 50 FEET TREE INVENTORY &REMOVALS SADDLE CLUB 4TH ADDITION L2 TREE INVENTORY LIST TAG # TREE SPECIES DBH COND. NOTES 1 Aspen 13 5 2 Aspen 12 5 3 Aspen 14 5 4 Aspen 10 5 5 Oak, Red 9 6 6 Oak, Red 22 5 7 Cherry, Black 9 4 2 stem tree 8 Maple, Red 14 4 2 stem tree 9 Oak, Red 24 4 hanging broken branch 10 Maple, Red 13 5 11 Maple, Red 19 5 12 Oak, Red 27 5 13 Ash, Green 13 5 14 Oak, White 10 5 2 stem tree 15 Maple, Red 15 4 2 stem tree 16 Cherry, Black 12 5 17 Cherry, Black 12 4 18 Maple, Red 13 4 2 stem tree 19 Ash, Green 19 5 20 Cherry, Black 6 4 21 Maple, Red 10 4 2 stem tree 22 Ash, Green 18 5 23 Maple, Red 20 5 24 Maple, Red 24 4 25 Maple, Red 17 4 26 Maple, Red 12 4 27 Maple, Red 10 4 3 stem tree 28 Maple, Red 24 5 2 stem tree 29 Cherry, Black 12 4 2 stem tree 30 Ash, Green 19 4 31 Maple, Red 16 4 32 Ash, Green 10 4 33 Oak, Red 19 6 34 Maple, Red 23 4 35 Hackberry 9 5 36 Ash, Green 24 5 37 Boxelder 6 4 38 Ash, Green 15 4 39 Ash, Green 15 4 40 Ash, Green 13 5 41 Hackberry 6 5 42 Ash, Green 21 4 43 Ash, Green 7 4 44 Boxelder 7 4 45 Boxelder 8 4 46 Oak, White 10 5 47 Oak, White 20 5 48 Ash, Green 7 5 49 Ash, Green 15 5 50 Ash, Green 16 5 51 Ash, Green 6 4 52 Ash, Green 16 4 53 Ash, Green 17 4 54 Ash, Green 9 4 55 Ash, Green 12 4 56 Hackberry 9 5 57 Hackberry 9 4 58 Hackberry 7 5 59 Ash, Green 24 5 60 Hackberry 16 5 61 Ash, Green 23 5 62 Hackberry 11 4 63 Hackberry 7 5 64 Cherry, Black 10 4 65 Boxelder 11 4 66 Boxelder 10 5 67 Boxelder 12 5 68 Ash, Green 21 5 69 Ash, Green 22 4 70 Ash, Green 27 4 2 stem tree 71 Ash, Green 18 5 72 Hackberry 6 5 73 Hackberry 7 5 74 Boxelder 7 4 75 Boxelder 10 5 76 Ash, Green 19 5 77 Hackberry 9 5 78 Hackberry 12 5 79 Hackberry 7 5 80 Hackberry 12 5 81 Ash, Green 12 4 82 Ash, Green 13 4 83 Hackberry 8 5 84 Ash, Green 7 4 85 Hackberry 9 5 86 Ash, Green 16 4 87 Ash, Green 13 4 88 Ash, Green 12 4 89 Ash, Green 6 5 90 Boxelder 7 5 91 Boxelder 8 4 92 Ash, Green 8 5 93 Ash, Green 13 4 94 Ash, Green 7 4 95 Ash, Green 12 4 96 Ash, Green 9 4 97 Ash Green 18 5 98 Ash, Green 13 5 99 Ash, Green 6 5 100 Ash, Green 7 4 101 Ash, Green 13 4 102 Ash, Green 15 5 103 Hackberry 12 5 104 Ash, Green 22 4 105 Hackberry 17 5 106 Hackberry 8 5 107 Hackberry 7 5 108 Hackberry 12 5 109 Hackberry 10 5 110 Ash, Green 17 4 111 Ash, Green 20 4 112 Hackberry 6 5 113 Ash, Green 7 4 114 Ash, Green 15 4 115 Ash, Green 11 4 116 Hackberry 7 4 117 Hackberry 7 4 118 Ash, Green 16 5 119 Ash, Green 11 5 120 Hackberry 8 5 121 Ash, Green 7 4 122 Hackberry 7 5 123 Ash, Green 13 4 124 Ash, Green 24 5 125 Ash, Green 17 4 126 Ash, Green 9 4 127 Ash, Green 28 4 2 stem tree 128 Ash, Green 13 4 129 Oak, White 18 4 130 Hackberry 8 5 131 Ash, Green 9 4 132 Hackberry 10 4 133 Ash, Green 20 5 134 Ash, Green 8 4 135 Ash, Green 14 4 136 Hackberry 12 5 137 Hackberry 10 5 138 Boxelder 13 5 139 Ash, Green 9 4 140 Cherry, Black 11 5 141 Oak, White 20 4 142 Maple, Red 15 4 143 Oak, White 14 5 144 Oak, White 12 6 145 Boxelder 8 5 146 Cherry, Black 8 4 147 Oak, Red 24 4 148 Maple, Red 16 5 149 Oak, Red 14 5 150 Oak, White 8 4 151 Oak, Red 21 4 152 Oak, Red 24 4 153 Oak, Red 21 4 154 Oak, White 12 5 155 Oak, White 27 5 2 stem tree 156 Oak, White 18 5 157 Oak, Red 25 6 158 Oak, Red 19 6 159 Oak, Red 16 5 160 Oak, Red 19 5 161 Oak, White 17 4 162 Oak, White 21 5 163 Oak, Red 16 4 164 Cherry, Black 11 4 165 Oak, Red 24 4 166 Cherry, Black 8 4 167 Oak, Red 23 5 168 Oak, Red 14 5 169 Maple, Red 12 5 170 Oak, White 20 6 171 Cherry, Black 8 5 172 Oak, Red 8 4 173 Oak, Red 25 5 174 Cherry, Black 11 5 2 stem tree 175 Ash, Green 8 4 176 Ash, Green 7 4 177 Ash, Green 21 4 2 stem tree 178 Boxelder 7 4 179 Oak, Red 20 5 180 Oak, White 20 4 181 Oak, White 22 5 182 Oak, White 22 6 183 Oak, White 17 4 184 Birch, Paper 13 5 185 Oak, White 12 4 186 Oak, White 21 5 2 stem tree 187 Hackberry 10 5 188 Hackberry 13 5 189 Ash, Green 12 4 190 Ash, Green 32 4 3 stem tree 191 Ash, Green 13 4 192 Ash, Green 13 5 193 Hackberry 10 5 194 Hackberry 12 5 195 Ash, Green 16 5 196 Ash, Green 14 4 2 stem tree 197 Boxelder 9 4 198 Boxelder 12 4 199 Ash, Green 21 5 200 Ash, Green 19 5 201 Aspen 7 4 202 Aspen 8 5 203 Birch, Paper 7 4 204 Aspen 8 5 205 Aspen 7 4 206 Aspen 8 5 207 Aspen 9 5 208 Aspen 8 5 209 Aspen 9 5 210 Ash, Green 6 4 211 Ash, Green 11 4 212 Ash, Green 6 4 213 Ash, Green 8 4 214 Ash, Green 7 5 215 Ash, Green 9 4 216 Ash, Green 10 5 217 Ash, Green 9 5 218 Aspen 6 5 219 Aspen 7 5 220 Aspen 6 5 221 Aspen 7 5 222 Aspen 10 5 2 stem tree 223 Aspen 8 5 224 Aspen 6 4 225 Oak, Red 20 5 226 Aspen 6 5 227 Aspen 6 5 Prepared by: S&S Tree and Horticultural Specailists, Inc. Date: February 1, 2017 Project: Tree Inventory of Area SW of Pheasant Run S and Saddle Club Ct in Lino Lakes City of Lino Lakes Definition of Significant Tree to be Inventoried: A healthy tree measuring a minimum of 6" in diameter for deciduous trees, or a minimum of 12' in height for coniferous trees (Note: there are no conifers in this inventory). A Specimen Tree is a healthy hardwood measuring equal to or greater than 30" in diameter (Note: there are no Specimen Trees in this inventory). Tag: Round, metal, numbered tag lotted on North side of trees. Tree DBH/Diameter: Tree diameter at breast height, measured at 54" above ground. Tree Condition: health of the tree based on a scale from 0-9. Zero being a dead tree and 9 being a perfect tree. Conditions 4 and above are considered healthy (Note: all trees in this inventory are healthy. Those trees with excessive decay, storm damage, or cracks were not inventoried). Notes: 2 stem tree = a tree with 2 trunks that split lower than 54" above ground. LEGEND /893,06 WL-1A-9 28-31-22-33-0013 X-NORTH LINE OF THE.'SOUTH 550.00 COMCAST / FEET OF THE SW1%all,4-SW1/4 - PRELIMINARY PLAT . - - ....... o + +s I 893.12 876 Old Birch St S89 50 40 E 1 SECTION 28, TWP.: 31, RGE 22 a WL1-15 Zoned R-1 330.0> ' x 89233 E 8 "' of'V SADDLE CLUB FOURTH ADDITION �__ 894.02 ..` 892.96 892.49 OVERFLOW all, ___J8g2 892.49 173.00 894 892.96 11 WL-1A-10 0 WyA' 41 u �g q. 157.01 ' FNO l�'. 03 I L ] ❑ ❑ ❑ ❑ ❑ U 9 LJ x 210 5 x 294.99 ❑ ❑❑ ❑ �J L_I L 1 1.tsar ) ,,mo�oo all, 893.31%� 93 ❑ ❑ ❑--D..❑.� ❑ ❑ ❑ ❑ ❑ ❑ x -- - ❑ L�,6Ia.�LQD ❑ ❑ \ = 202 5 1�14 893.23 212 893.02 . • r N o 893.08 ❑ ❑ ❑ ❑ ❑ ❑ " ❑ I�9�®11�.❑ x x206 211 WL1-15 ❑ =�� ❑ 9R ~for~ DuPont Holdings LLC \ I\ WL-1A-14 ❑ ❑ ❑ ❑ ❑ ❑ ❑ LJ d 893.24 F T /. --- a a�l, 207 PROPOSED BASIN 2 II xss3.o1 FO-2 / Qqq �❑ �+ I ❑ ❑ ❑ ❑ I NWL=893.0 ' 215 ❑ /. / I/b-01❑I '❑ _ W I 1000 County Road E West \ \Iv 11, HWL=894.1 �/ / z21/ L i❑i d I❑ • E. \ I 1 all, r 892.10 892.6 / / /b� ❑, 0 I❑ i❑ \ all, OUTLOT C I I OVERFLOW WL1- 4 ❑ /❑ / : i� • !❑ Suite 1.50 I 892.95 / / , /� I 4'• 52,151 sf 892.76 _ `�\`v WETLAND I,II, 216 x ❑D000q Qi❑i�i❑ Shoreview, MN 55126 xI 1 i HWL=893.5 ss3. 1 ¢ C iX�sf ❑ ❑I .� o I 2,7,I�� 1d �ID�dP Phone: (651) 483-558 N 1 1 (PER SADDLE CLUB PUD) 4 , I I 892.19 4f I I rr-II 1 H- 11 P 1 1� OVERFLOW rn Q ., I❑I `-1 Iv o /' 1 \ EDGE OF WETLANDS PER x I 00 Of IrI I ' S ow / \ ... 892.08 1 �\ �'KJOLHAUG ENVIROMENTAL ° \ M ❑ 0)�� I 'r' I I w UO 0] I ,��II OVERFLOW 1 � \� x \ ❑ ��� ❑ loI I❑ VV �( SERVICES INC MARCH 13 2017 -- � � � I • DENOTES IRON MONUMENT U J D I (n X 891.26 OVERFLOVII \ \ I , , 1 , I all, w 8 6 LL I I m ❑ 0 01a11� p ,LJ1❑1 i 6 ° o FOUND AS LABELED DENOTES IRON MONUMENT SET, w x'\ I Z � \ J O w a Q � Q z -_ -_ �1 `4 ''�' w / all, - � I 8s2.4s _ �� - I xOVERFLOW I _ / / 892.35 x ��. I I I: / / I ❑ p ; . ❑rJ�, ¢ �/, L� , , 5 5 T ❑ I I L�1 luJ I LJ b /4J ❑ 2 PROPERTY DESCRIPTION MARKED RLS# 25341 %1- Q W � U w � z ` \ I ,ill, ,__ 1 \ 1 � --OVERFLOW/ V , all, 892 I / / -_ WL1- 3 II,, / I LV \[]\ � �f3-T7/ Cj C�.'�] ❑ _0� DENOTES ANOKA COUNTY w Ld Q 0 N / - 28-31-22-33-0012 / I / _ a3.28 SHADED AREA ,_r �: \ ' n 2 - - 3 - x893.02 ❑ Q �:'��Q�0-9�/ ❑ ❑. - The South 550.00 feet the East 330.00 feet the CAST IRON MONUMENT o- z � w � x I Dupont Holding, LLC / `< 1 / x892.99 190 \ 189 , \ DEN❑TES PR❑P❑SED II,, } - it o e 892.93 ❑ C'J.ao 0 :`❑ ❑ ___ �''� of of Southwest Quarter of the Southwest Quarter of Section �SyO DENOTES HYDRANT Q Z W � - U � m / P � all, Unassigned / - / I P\ ` WETLAND .0-I ,❑ x175 - i ,_ S ❑ ❑ �Cr�D ' ❑ - I 28, Township 31, Range 22, Anoka County, Minnesota. 0 0 X U i x1993.33 / �_' MANAGEMENT �, 96 , o ..o ❑.:`❑/❑ 3 0..Lg n ``�, X 952.36 DENOTES EXISTING SPOT ELEVATION Oro � � o N ,,� o / \ 1 / i / / - CORRIDOR (WMC) d 896.67 OOAK16- o ° ' T Outlot B, SADDLE CLUB THIRD ADDITION, Anoka County, Minnesota. © DENOTES CABLE PEDESTAL - - - - O N ( \ 4 ° x ,,I,, 1892.66 / \ BUFFER AREA ,� ��ty L / } o O DENOTES SANITARY SEWER MANHOLE - = I WL1-9 / \ !',il, ° - - , a F-- I / ) 892.81 pu <j, / / \ x 893.17 �O � ❑ ❑ ❑ / 896.07 a � DENOTES SIGN - i III - 200 ° �0 C] all, 89i_s o 893. WL1-12 Z Z 169 x « _ 5 - 188 177 „�l ❑ ❑ N _ / - \ / .. 892.64�5$��' 1 ❑/ ❑ d ❑ ❑ ❑ 7g 0'0 x II, q °0430 �❑ ❑ ^�,- 8947s�,G_ J z Ll m DENOTES LIGHT POLE / :,III, WL1-8 1] i - 1 0" 1 ' 893.12 ll wl l �,•$6 M p d B DS - BLDSB 4 ~ -/ El DENOTES STORM SEWER APRON - - � � '�` � � � - 9 �. � � ' ,J � O� S � �' '° - -� N�.' 8696.3 cl - - P N❑gdb ❑.' ❑❑❑o®�Q. ❑d❑ x w a�l, DENOTES WET LAND -/11 \ ,I�l, J rn `J ❑ ❑ ❑, ❑-❑ ®7❑5❑ ❑ ❑x� a❑ ..- 0 �� ] Ey`�O 1 ^'` III, - ' $ .. / � O .� 4 - g r�I� 4 x / I -I i DENOTES EXISTING 2 FOOT CONTOURS , / z r ss2 gg4�p `❑ ❑ I>L7 ❑ ❑ ❑:❑ R� �gA41J ... ❑..❑..❑..�E1"❑..EJQ0 ❑ � 1 / 3 0 - -- DENOTES 2 FOOT LIDAR CONTOURS ss2.s3 8 x17a, 0�* 30 x197 v`1 � ❑ ❑\❑-LI 0 0 0 % �.El ❑ ❑ ❑ ❑ ❑ C ' ❑ ❑ ❑ ❑ ❑ C J 494,3p'E I i T -- 1 ,�._. . .. > DENOTES EXISTING SANITARY SEWER �°s �, ❑,o ❑ ❑ C1 ❑ C71❑ ❑ ❑ ❑ / S g ,1 s �S� �115'0 8 6.83 >� DENOTES EXISTING STORM SEWER o. xss2.3s all, s,� 63`e'�'74�3 '�.,❑e .i ❑ ❑ 17� 78251g'E--�'°143 E I x1 s oo I ,% .. DENOTES EXISTING WATER MAIN o It N , ail, 1sa 9 1� 5 0 v3.ss X T � 92.45 $8,+ 23 W©-® ❑ ❑ �� N� I L........... ss7.o2 x Ss7.12 I 8 r-------� r`i \w ko _ �, a�/0: 7 ❑ ❑ ❑ ❑,� ,� < .'.. I Z I 172 171 - i �� i............... �g�. DENOTES BITUMINOUS SURFACE r,:_ a11, wu- a51 c3: 0 � WL?-51 `SS 5�0 -.-1 ❑ 0 ❑ ❑ '� s94. �\ N3 k`'' o C� 2. �cl S° x 130 96'2 CP L------J �:` Q 124 -.3 s8, 127 all, °nD�M' l ❑ ❑ ❑/ x894.9 P G� x .. "a 897.331 O I 12 778 Sf I `. L1 W I ...... i W i. I:' w �M x 2322„ - ti "o alv 12s O�J \ 1so xl �,+ 12,17�4 sf NET 1% �° / ; �� 0x� / X 952.36 DENOTES TREE ELEVATION ❑ ,3 F` "� ❑ ❑ ❑ Q ❑ c, o 921 & TREE NUMBER L 1 J F- N � ❑ ❑ �9 �188°01'01 EI 897.t2x %.'` <-,� 3 j ❑ ❑ Cr`fi3 P 182 L� ❑ ❑' ❑ ❑ � ❑ L� ° c'�2 � ❑ .- ry Z�) O 0 .....2 I x 897.92 4i 164, I / I //?' ,_\ .� , x \ DENOTES EXISTING WETLAND /, \, o = oo �ell�,❑ ❑ ❑ ❑\❑ 9 2 �,- , 1C ❑ ❑ ❑. - /-"-"�`�`',�G' I 1181 �°' 1 1 a� ,�"� THAT ARE TO BE MITIGATED = 20,425 SF L z ~ N �L ❑ ❑ ❑ ❑ ❑ ❑ D \ ❑.. ' X 0'J �G I X..898.09 ' \ _ ° -4- \" - w z h 9 R _ � 9 ......� / 'P "895.27 15,256 sf I 163 y 165 I 1 THROUGH THE DEVELOPMENT - - J O o ..a\...1 131 "BLDS5- --BLDSB-----BLDSB ' ; '' � I- � III, ti ❑ ❑ 1 b ❑ x 12 549 sf NET ,eso -r ° g1 PIEzOMETER 2 1 15 �, ° ; 8N8IT 29 x <; / /��•xx L ��j I�I I�I y�' PROCESS. - -' W w uJ YY ❑/❑ S34.9 0 I\ ebj I 899.44 1 6 T / . \ 4• 897.50 � . p ..' � w U p` ��Q�'''. 1 / 895. � I 52 897.02 4 \ / 7 i \ L� (n 892.59 1 ❑ 000000 ❑ ❑ ❑ ❑ ❑ 1 F 4 PIE-LIN e II, ........ ..... �! ..896.53 �� ) \ \ /' ' WL-SHOT-C �� _ G)� 894.41 x 1i84 p1� N $.9 ❑ ❑ ❑ DENOTES PROPOSED WETLAND ✓ 1 � J-° 133 s94.68 x � 896.99 cs _ _ _ _ �g�g_ - - - J 1so x x `n \___ ❑ �❑ ❑ ❑ ❑ ❑ N88°60101,rE �\ x 132 1/ 183 �� - 0 x897.52LINE-898.09 0 897.23 as / :EBIT / 'Z\p x ❑ ❑ ❑ MANAGEMENT CORRIDOR (WMC) = 36,561 SF Wet 3af;6 3 n ❑ p.❑ % / S,\ x 4.1s � _ 1 162 86.07xssss3 159 BUFFER AREA. WL3SHOT-B ' wet 3' 121 a \4j srsO, ^0/ / „ 0 161' 896.7 -0 f. ❑ ❑' ❑ o v - gg4 1 ���g I 8g4..... \O/ �' / / °.\$ 897.01.......I.............................. 1 b 1 E0\�� �rO `x 00 .. ©�S CI .6 ®❑ ^ 894.401. 11 �`96+ ��\. \ / � x 1 69 143 x 896.57 x 158 O ' GENo' / �xG 41 ❑ ❑ ❑ ®ff ❑ ❑ ❑ 01� x 116 894 92 V -I -- }aM 142 x 896,09 O I C \ . o ' .. x 3 \ `. /\ 137 / ...... x89.6123 144 CV In .i DENOTES EXISTING I 1!1 6 o ggg,84 893.58 Ld N a-- n , ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 895.20 895.09 6 115 135 \ e, h \ / }aM. ..1441 N r- „ , , r. ,. r) 1 1� CONSERVATION EASEMENT = 20,849 SF N o -18q 89 .a ❑ ❑ ❑ ❑ ❑ 120 x 11s LO x x e\h �/ 'o �� S89°38'35"W ' `1- i � 0 � 896.7o x AREA Q N U 1p4 x s94.84 x 894.98 895.18 894.19 f .. • - - - - 1` x t ; I` i , r r - URB E8 c o LJ ❑ ❑ ❑ ❑ ❑ 109 895.29 x 117 111 I` II' - �896.53 896.95 G EBIT 8 4 8'k.71 cS - ,_ - 0 N g 118 i@p 136� 895.22 895.35 86.06 157 (EXISTING 50' R/W) GV + / ❑ ❑ ❑ ❑ ❑ ❑ / 895.19 1 f x - x a 140 I 895.04 898.48 I '5 L . 112 895.10 1 ... / - 138 ,,, / 145 x 156 0 N 1Q=' 6° 24 `� 896.54 � o�rO 00 m ❑ ❑ ❑ ❑ ❑ x� 113 / I,II, / I : O oo EBIT 0 N x N ass.27 0 1 R-� 25• ti 6.51. - DENOTES EXISTING WCA _ I / �a ti o x EASEMENT AREA = 0 SF _ � ❑ Sss x 110 3 i Ian / �0 a °� L°/ 154x896.36N 1 S89 38 35 W _ I 35.81 - s EBIT''' / \ � 10E / /� // �' t• 155 : :� 903.78 EBIT.. I / 0 1 90.�.6...8....................... MA L _ J <�1. � ,o/ 18,113 sf I ;0 /•• ° �11 X,39 �� ,� I � EI 25._u,_-� � ❑ ❑ ❑ 11.53 899.E RK - - Ih ^ I w 1 0 86.06 o : CHMA 1 896--- --._'- we ................. - - 00 ,h /ry, x 16,987 sf NET! / h � a' X ❑ ❑.J ITT.L_.L� _895E]-B.-G3 O .[ ,'b ❑ i TNHXYZ BEN rt -- .�Q ............... �^�/+. m 102 I /°� �04' // Q off\ o _ - - - - - - - ,96.33 - Cl%❑.E� b E] 894.3 LT0 ❑ ❑ E3�37n X ^ 1 all, I, �� \ x all, 153 15 \ 1' AREAS < / -7 m I � / ��� P 1 ��� � all, \\xx m 896.48 I.' /bjd 6 ❑ ❑ ❑ ❑ ❑ ❑ ❑_❑ ❑ ❑ q Q 4! 1--'\ � I I �103 � Cv o CO �. I � 152 89693 / ❑ 9--ES93�3� ❑ Q�\❑ ❑ I e / TOTAL GROSS AREA = 228,532 S.F. 5.25 ACRES 100% I / I 894188 x a O `�, �o /I 1's1j x ¢f /rQ rT�-� --- ` �� - =-469' �Dss 3LDSB BLDSB (-� ❑ nn 4'C� LJ © 6� 0)❑ 4J ❑ mmI I__r / ,+ \ ... ( ) 895.20 t I � / � GJ Q 1 i -89, -- . 1 it 1� Z N ... - - J / 101 76 I I a , .<� �/ / I III 89fi 8 I Id' 9 . RIGHT OF WAY AREA = 20,316sf 8.9% OUTLOT A (OPEN SPACE) = 14,230sf 6.2% OUTLOT B (OPEN SPACE) = 2,297sf 1.0% OUTLOT C (OPEN SPACE) = 52,151sf 22.8% SINGLE FAMILY LOTS = 139,538sf 61.1% TOTAL GROSS AREA = 228,532 S.F. (5.25 ACRES) 100% GROSS AREA (ACRES) 5.25 WETLANDS & WATER BODIES (1.62) PUBLIC PARKS & OPEN SPACE 0.00 ARTERIAL ROW 0.00 OTHER (UTILITY TRANMISSION EASEMENT) 0.00 OTHER (WETLAND BUFFER AREA) (1.32) NET AREA (ACRES) 2.31 # OF UNITS 8 GROSS DENSITY (UNITS/ACRE) 1.52 NET DENSITY (UNITS/ACRE) 3.46 7nNINr x 894.94 I _/ O �P \ 2150 .m ❑ �_ �-❑ Y❑ 0❑ W I - �8.54 ss5.24 X 77 1 8944.791 1 p / P` oc, ,III, o / 889 o n2. T ,10 ,� - oo I I �� `o <v = / sss.4s m I ❑ I r f 1 i� ❑d CI v w v11 I ^ '.. 1/ -nr- o x x I O I I I II �n (� • r. , r A. . U) o---------- - m _ I - w Q- � 0 147 0 ❑ IDI ❑ ❑ 11 ❑ ❑Ij�jI ❑ ❑ I I -Y" O-2QI I I ► I �Q / ca 897.E I , , IT.1�`7-'r . . I �- Z I O ' o7•t.o - / 1 3 149 I i I i1{�1TE5.." 0_ _ W'\ '- 97 r �� I- - - N8716'30"W I U) m 69 /, 4Y ` I I Ci ❑ d Cb 1[MtM� b"C.7 �I b I Q r I I �' 11 W x - - - - - - - 139.29 LO - I 011 I...... ❑...- roil3�O�I a D- El- 0] 1❑..0;'q ICI M o_ 0 H_sas.o9 --- I �94-„' 3 ss7s1 N 1 it o o � 10 894.43 73 - . ' ; \68 ---- r--------- -- - 148 1 ❑ In Min n n I m I (0 ❑ I I I I0r Z } H I \\ x96 894.62 " __ _- �5.0' I`� (0 I w ,� O CIEZOMMETER#4 x82 75 o T52 =---- 1 893.95 ❑ ❑ PFR P P I W ❑ I �'---'1'''"- I It gss.7s x sss.24 3 35 10 10 : 19'' ., m I `'. Li�894.3 I - I d° I I, PIE -LINE m s1 `78 D� 60 - 11, 25 Ix X884.00 14,92' sf ❑ d ONi=SS6.5--I-i I I❑i W ❑ �I� I I 895E-2 � 1 m E7 x 25 I I ll, 894.83; 14,923sf NET 15' ❑ Ids-E}�p--p�] i❑ �i] ❑ i I \ ;� \ / 0 (LINE-895 9 17 I o----------- - L -J N 72 x l M 1 17 1 i' l ,,//.-, �I� I \ _ I I I Q 1 14 894.88 1 1895.61 1 "of .89405 n I 89 I ❑ ❑\ J LJ ❑ I I \ 1 - S89°38'35"W >7> 59 VICINITY MAP PART OF SEC. 28, TWP. 31, RNG. 22 ,i . R � L-1- Ln 1 �� 9 n4y a Park " - � - _Bi }4 12 F ffn Ur, �, Dr II � y i C.-VI a s white 01reh-S Old ,r-h St 0 Bii I Park UI. r w a M N So�1h H°Ily or w A.4 R"h..1 po Lake _ 8F EPt k a''�� �'i Pah 'e ram:._: L s� `: a -_ W.a'w+Rd eb J� Red Map% II+I n S Hal1yCtE ANOKA COUNTY, MINNESOTA (NO SCALE) NORTH GRAPHIC SCALE 0 15 30 60 - ( IN FEET ) 1 inch = 30 ft. N RTES - Site Address is Unassigned, Lino Lakes, MN 55014. - Pin. No. 28-31-22-33-0012 & 28-31-22-34-0064. - Fee owner DuPont Holdings LLC. - Bearings shown are on the Anoka County Coordinate System. - Field survey was completed by E.G. Rud and Sons, Inc. on 03/14/17. - Benchmark: TNH in the plat of FOXBOROUGH. Hydrant located at the SE corner of Red Fox Road and Fox Road. Elevation is 904.61 feet (NAVD88). Wetland shown was delineated and located by WSB & Associates. on 10/03/14 and and Kjolhaug Environmental Sertvices, Inc. in March 13, 2017. - Property falls within 2 FEMA Flood Zones per FEMA Number 270015 Panel 0365 Suffix E, as shown on Map Number 27003C0365E, dated December 16, 2015: - Zone A: No Base Flood Elevations determined. - Zone X: Areas determined to be outside the 0.2% annual chance floodplain. - Contours shown are from MN Geo Lidar Topography and adjacent development Information. - Utilities shown are taken from adjacent development's construction plans. - This survey was prepared based on title commitment file no. 535453 prepared by Land Title, Inc. issuing agents for First American Title Insurance Company, dated March 15, 2016. - Property subject to rights in connection with radio tower guy wires, as set forth in Agreement with Midwest Radio -Television, Inc. a Minnesota corporation, for the benefit of the Northwest Quarter of Section 33, Township 31, Range / 22, Anoka County, Minnesota, dated May 16, 1973, filed May 22, 1973 and � recorded in Book 1033 at Page 376. O x 79 I 70 85 . all. t0 I 4 .. : \Q ❑ ❑ 1 .-a. L_L J 125.0' Ifi x 895.40 I 66 1 x _ q 894.33 ten. 71 1 I I ` n / `` c : o ❑ tl/ \y . _EXfSTII � L - 95 N 1 \ 80 92 I I Q x �98.90 1 x .' ,. --��_ � , - - - \ �..- CONS R ATION ___ - "� I I I CoQD1 9 s34 I x895.391 Cl__ ale, ; � 1T3 � ------ /// / \ �\ \\ S9R,RO, 1\ EASEMENT ARE-�i L_LJ �: 00 m 895.$5 a s4 1 Q I--_21--- ----- --I -� -896- -__� / 6,,F \ �� 1$ „ o 14,510 sf 63x1 8 I `° rt to o S g°15 37"W O : ❑ - -BERM=as7.o - _ / \ \ \...... 6�� 16 E I - : ❑ ❑ 898.83 i I \ \ \ y . N7 ... ..... 896 ................. - I 14,510 sf NET 1 O 40.69 12 : . / _ .r - I I a11, ,- 896 - - � . �. 894.90 x I = 1'') lS'a \ i ........................... . 1 85 x 1 84 Sss.132 - m 0 897 81 / / S c� \ 1 ... / \ 62 I x I N o J 23 16] ❑ ❑ ❑ ❑ wet wet , \ �/ / I 1 _ ---=----- I I I T - - - - - 894.77 A�i9.-\ \ - - - 1 � 895.40 m 10 1 X 22 24 ; 25 N X.0 4 ® . ZONE X 4 EWET I all, F \ /\ '�---_�. 1 58 x o I * ❑ EV O El = i !>c / F \ i m I o11 37 x ' I 36 1 L "ri9�9b ❑ �. i \ 1: � -� 1. 1. I - PR6pc S, VED TI �Rr I CA E & S7 ?7 90 MENT .. 4 34.56,E . o . .-.-. �� •� A . .. Q. U 895:: \ + mwmum•uM \ - / 895.47 PIEZOMETER #3x895.44 X89r1.,- 5 �� \-' / `.\\ 32,795 Sr ZONE X 56 X 897.53 59 I 1 27I ?� ❑ ❑ ❑ ❑ i . 894.79 ,, 11, '- ✓ �y \ EXISTING ZONING: R-1 (PROPOSED CHANGE TO PUD ZONING) I I I 10 x PIE -LINE x89�.53 1 10 et xgg4- / e EWET %. / \ G'.. ,0 31,089 sf NET 895.16 895.58 x61 Iro all, I m 26 r-I ❑ ❑ / �. , \ I w W *BUILDING SETBACKS: 25' FRONT, 5' GARAGE SIDE, 10' HOUSE L L J 57 LINE-895.44 L11 - m Q a 90. 1% ' WET '- - - ' - = L - -1- - _ _ - - � 895.7o-I- -I- J SHADED AREA DEN❑TES. - ,�-t. 1' , I i �i y�oo \ In LO SIDE, 25' REAR, MINIMUM 25' WETLAND SETBACK BUFFER / � ,n m - -60 I 'n xs94.78 LO wlt� D WETLAND-z- -IV ❑ �s` 8 S89038'35"WXwET38 I' -- ;\ \\/ �l 4 ,P'n \ I;�a r, r„ r i rr. -' r. r, "" ' N� .,",11111 ►- I`I 11,•< I f-IIf,11 ,",11111 I Ir 1n1 (AVERAGE OF 25' BUFFER). *LOT MINIMUM: 10,800sf BUILDABLE L - J In ss4.s7 0 't PR❑P❑SE o ❑Xp' ❑ ❑ w 1z \\ F9 �'F`FO \ IUiN -- o N In m N89°15'37"E 139.67 I o _j� 895.03 , Io 35`75 MANAGEMENT C❑RRID❑R r p. ((��AAQQE R 1 -e , h / a F S �00 � J& 893E-8 II 3 ',: '.: :.' ° 0 AREA (BUILDABLE AREA "NET" IS LAND OUTSIDE A 10' WETLAND -I- - - - - - -� - - - -I- 41 895E-4 0 1I I o X WET �° C' 'l1 y 8. I'll _ O BUFFER AND LYING ABOVE THE NWL OF PONDING BASINS. : 55 1 1 110 x4o o (WMC) BUFFER AREA 89628 L ss4.zs O o^ 1 F9�'L��i Fti 28-31-22-34-0064 N 10 1 I 895.34 (n 25.0' 1...................... �I j 1 9685 ❑. EWET �j\ / s�.s��C x43 i.98 �. I❑-I�®5[� X x893.39 Mob ,i,\,?L Dupont Holding, LLC 1 1 ss5�, I I... J 2 0 ❑ ❑ ❑ ❑'❑ w WET ~ /N / 2�9� 898.......' Unassigned GUIDING �894.12 m I x895.63 x44 x t0 1 x` 17,326 sf ,�� ❑ 8 • 11' all, l�,o = `y)/� 94 m 1 I 895 52 -- i -- -1�111 EXISTING GUIDANCE: LOW DENSITY SEWERED RESIDENTIAL PROPOSED GUIDANCE: NO CHANGE MUSA PROPERTY IS IN THE MUSA DISTRICT. I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Registered Land Surveyor under the laws of the State of Minnesota. Ln,zoa,�a� DANIEL W. OBERMILLER Date: 04/27/18 License No. 25341 DRAWN BY. JEN JOB NO: 16137PP DATE: 04110117 CHECK BY: dwo SCANNED ❑ 1 4118117 Wetland (Kjolhaug Delineation) dwo 2 3116118 Final design for submittal dwo 3 3126118 Minor lot and ease changes dwo 4 4109118 Major revisions per city letter dwo 5 4127118 Revise lots in Block 2 bob 5 4127118 Revised per city comments bob 6 7110118 Revised per city comments DWO 7 10�17�18 Revised easements DWO NO. DATE DESCRIPTION BY o I N 42 896.8� X J ��`I'll")11i i i 1 I, 1 f- GSA F 6. 1 m I - 34 re) I 28 16,366 sf, NET °`l'�� :` 4' 6 ❑ ,� �.' 1_ ., r � _ rn / y a9 - 894.35 I m I 896.87 0� Dc'�' O 'a I ' 89°38, „ I g3 1 V5 I I x I I 8 x897.03 � :� . ❑ b..�2 892.98 28-31-22-34-0034 qb -- S .... -- I I 33 7 � ^ WET x a 7�, _ eaDSB - -BLDSB - - 3BLDsa -.= - - g DSB I xss ss4ss 1 o I / ❑ �� - 4, City of Lino Lakes II / 150.00. 86 x I' O 'D s o 13,838 sf ❑-b �. C / Unassigned * �:' 13 838 sf NET 54 I O 895.89 Ix296.22 ' . G ❑ ^0I' `\: x892.49 p,��' ` PROPOSED (71 1 895.84 x � ..696 132 I ,N � �J L7 L� 'LJ WET / °� - 1 l ..... I o 4s p QL OF OUTLOT E IS p, ' \\\ DRAINAGE & 896E-8:1' x 895.71 pj E❑5� '� ❑ �0 ,: 893E-8 894.64 %-9 ° 0 45 31 I oh WET x EWET m� COVERED BY AN , �- 'S UTILITY EASEMENT 1 `53 1 m 1 `.10 ;rye' ❑ ❑ Q:❑ sss.o�\O^o\ ..',,� 'EXISTING CONSERVATION ;' %- 1 25 - 25 I N89°18'47"E `V M ." Q 894.26 x I894.73 52 I I �° 30 73.32 ? yL ❑y. ❑ I �� p� H2OELEV EASEMENT J J wet wet r • r♦ r� , r- , , , , fa r 1 r♦ i- r • r� r %z/4. 8z 894.21 ,. -'- . 11 I . 87 88 1 10 I }8 Z a tS ISL7-L]-LJTJ ❑❑ W❑ �u � ,,� 1 1 r r 1 ►- i w_ r r.►< r ►< r i 1 1 r i i t r r i i i\ i 893.8s 10 . 1 49 1 I 60A E ITIGATE I =J F❑❑❑❑❑❑❑❑ ❑ ❑❑ ❑ p k, k :, , , 1. 1. �`_ �_ 1 .< 1Jx� , , :. 1 , ,1, 1, , , .,92 1 I �WE D LINEAT N - a, \ ,, >�5.� .✓'$�5. h Q �Q (o .589�38 35"W 894.29 x V rn = _ I s, PER WSB ASSO IATES rM ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ oo Lo do SOUTH LINE OF THE _ 89.4.t1 x�`� Q O 1 8g ' .... 895.27 95.631 N 10 03 14. ,Ill, \ i �5❑ .� ❑ ❑ ❑ ❑ �9�I1 � ❑ ,`v 0� ilk q WET WET 3 WE N D f SW 1/4 OF THE SW 1/4 / L - _''. - - 48 a -47 J / I - N x, I_ -EZ SECTION 28, TWP. 31, RGE. 22 // 893.53 894.21 - - -o - x - 895E-8 II, 8906.42X .,....... et T g w Q Z x T4LA Wr °� g� r$ rI rI all, ❑ �I-I �'� `Pfs-19-x ��qy 2 all, -AND IP 0.46 FEET NORTH WITNESS '.CORNER, SECTION 33,-\ III, `per 91 "50.. 0 895.29 25.000 i 893.50 894.56 140.25 =895E-2 VolW t Tg.: x = m 894.42 / 976.92 x 90 x 893.65E 895.68 TOE � 25e0.0.. "' I -I ❑ ❑ ❑- ❑- O ❑ ❑.1©9Q� ❑ L1) ❑ ❑ 6 894.97 . 893.48 AND 0.71 FEET EAST -'OF EWET TWP. 31, RGE 22 - we / _ 1006 n wet..... ...... .. , DLO CO _� \� FBND IP 0.00 96 ....__.33V.�O%... ........f, .1.. . ....TOOP.43 901.76 899.93 .. EBIT BRIDGE / FINDD IPT TIP - ��/ 63 SETIP25341PT5c . ° " S$9°50 40 E �O' 2302,.g4,... 900.73 898137 / SOUTHWEST CORNER .'''�- ,S'89,L50 40� �'' r� $gg 9 r11 90229 897:07 BRIDGE / /'� x I 1 /\ 1 1 F- I I X F< .. l• I F V, I I I I I, f EBIT/BRID OF SECTION 28, 9b2.12 901.16 898.64'. \ „ r r -,- r ,. -1- r. X 893.13 I I I X896.78 ' L'✓ •I � .9071X� Q .1 ♦� x899.1 X. x X. / d^1 I I I I I I 1 1 I I. TWP. 31, RGE. 22 x 896.64 9oz.T7 y 9o2.s s0t26 90o.1s 6s5.o7 894.09 ' - ,, 11 ., r �_ ., r 1.. 8��.74 02 C4 . 896E-6 / N ,� 1 1 -1- 1 .. -1- r- -�e"vL T<7P x -., :%1�% L_I,J 93.6X xs9�.75 j / x9o3o2903 9oz.s` SOUTHWEST CORNER OF THE-�-� � �' 33-31-22-21-0004 �g Tc Zoned PUD Ord. 26'.04 - /� 03.00 ( ) ',` \ FOXBOROUna HOMEOWNERS ASSOC. 1. .N \ 11 Tc x - x \................... SE 1/4 OF THE SW 1 4 I I 33-31-22-22-0062 x892.64 1, 90 �5 ��� so3.os 903E-7 / r r� TO K \ MHSAN �o.o"`0`­­­h Foxborough Homeowners Assoc. I �_ , 9 ?� 903.2 903.03 -- SECTION 28, TWP. 31 RGE. 22 ,. -1- r .. -1- .. unassigned / / / / TC ' U 899.04 I ' 1 I I I I I I I 1'. \ 89 \ a .. L _ .. 1 \'I 6'. Unassigned i // i W 903.02 50 I V I 902.55 897.43 896.96 I � _ 33-31-22-22-OQ12' III' o � TC go3.35 x903. 0 1 I 33-31- 2-22-0013 � 33-31-22-22-0060 \ I � George P & Linda M Dawson / I I, n w x I - 902.94 011 ao I I FOXBOROUGH HOMEOWNERS ASSOC. TC �� Amy M &Randal Graczyk \ 883 Fox, Load %� I �so1 .� z " Unassigned I W V LJ ,, P 886-Fox F�oad I i VaCant LOt " II ( O w I O 9 3.40 < 1 U (1 j � '\ %-, 1 / � \ ,_ / I'I I o } 11 I `I ft a I 1 I i /' A w 902.82 903E-9 �_ U w 1 \ 111 �0 I /, I i i TO x x 903.14 902.90, 0 / I I I Q. \ / - TC Il i i ' I 902.76 \ I I / / i . 11 \ \-�.. TC , . I ~ 904.26..E I w dSI�I II >' , / , , I I S:\ruol\CAD\16proj\16137\16137PP.olwg 10/17/2018 8:23 49 AM CDT Zoned PUD (Ord. 2604) ._N. . EST. 1911 .,/ Professional Land Surveyors 6 776 Lake Drive N E, Suite 110 Lino Lakes, MN 55014 Tel. (651) 361-8200 Fax (651) 361-8701 �OWr0M 16137PP SADDLE CLUB FOURTH ADDITION (dot of record as of this date) NORTH "I I L11 L1_ 1 . 1 L1J rf� 1 1 I LJJ L1_ 0 1�-f NORTH LINE OF THF�fsOUTH 550.00 FEET OF THE e/4-SW1 /4 SECTION 2 WP. 31, RGE 22 NMI �vvvvvvvvvv�►v�� �• IV" 11WA 'IVA 'IVA 11WA 11WA 11WA WAN �ofpw SADDLE CLUB FOURTH ADDITION (Not of record as of this date) mwformw DuPont Holdings LLC 1000 County Road E. West S t 150 ;N Shoreview, MN 55126 u w , 3 _ Phone: (651) 483-558 ;_- .q� S89°3835W f to ` 0 3 68.03 rel o d°0 41.89 S89 38 35 W N o. Z N N w N rl- L1_ �g. i N15op�, 6p E __ 15 p�j J 0 1'8 1 ° 3 (NOT TO SCALE) I, w 4 ' `� p ~°- PO' MEN O w cn - DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: o--� 11. � �„ ON�PSE // i (TO BE DEDICATED WHEN PLAT IS RECORDED) Z =LA1551 IL 1.., } ?t % 41. �- g3 I w ---- `rc�'.6' N7¢°30' N7g �6 _ �,/� 61• p W �f :_: — — — — — — - — 0 O �r'o"�/' �3 70¢ryw' �5 1g"w �f I I S15°p4 3 N o " w O O G)m�w 1po2'I' 45 � �' `� ° I I a } �? ^ BEING 5 FEET IN WIDTH, AND ADJOINING SIDE LOT S S —,��,� /^ �� oI I o J CD z LINES, AND 10 FEET IN WIDTH AND ADJOINING RIGHT OF cf)CO Iw 3 �2 82 y °I °�'�^�� / ��' Flo O WAY LINES, UNLESS OTHERWISE SHOWN ON THIS PLAT. W t I W I` x_< +a cn r N 88°01'01 "E_ ; �� I� °° I x Q M ' ww 2 w 0 ry LL J 0 O �� 9 I I o' S1" 15 {aM LdLj12 uWi -- S42°21r I I , D8 .g42 56.25 " -� \ _ J — — — — — S88°01 01 W \ \ 86.07 C-D / / � �\ \ LO N CA ~ :: ,x '.: 'S89°38'35"W ' , L, - ___.S \, - - 86.06 (EXISTING 50' R/W) O S16op6'S5"w `��g��s / �,� � I ,� o N A=16° 24 5 I N R-9 25-010 / 30 $9r� / ��°��1 � vs N S89 °38 35 W R5. 81 (0 aMo d^/ / / /h 86.06 �. o-- — — — — — — — — — — — - 115 /a / i Ld 8.54 -''_ _ _-------------J i / / Jo i rr -- I r- f — — — — — N87°16 30'W — _ 113! 29 Uj " 3021 - I I Q 25 I a O I 25 I �' 15 I 1 I Lo I . ---------------- -/.. 00 I coo /1 0 S89015'37"W o f 140.69 - 25.00 -- 1189*15'37'4 I' ----------------- 1 I x 1 N 3 3 10 —� N89015'37"E 139.67 ----------------------- 11 SOUTH LINE OF THE _ SW 1/4 OF THE SW 1/4 i SECTION 28, TWP. 31, RGE. 22 976.92 - S89°50'40"E SOUTHWEST CORNER OF SECTION 28, TWP. 31, RGE. 22 O N z z O IO I 2 \ a ,X-v / 1 00 dNol pN 1011 Q' 7\ fob I � h ,, �,, VL 00 25 25 I N89018 47 E i 73.32 QI N I M. — — — — — — — — — — I No O tli, 140.25 25.00 �. 25.00 1.11 z 1 330.Of S89°50'40"E 1r< , S89°50'40' E f-i i�x r<, ,rrlii 25 25 2302.94 -, L_J L1_ 139.76 N89050'40"W r- r i r� i� r. r♦ 1 . ', , 1 f03.78 92 25 City of Lino lakes County of Anoka Sec. 28, T31, B22 •• ( SCALE IN FEET ) 1 inch = 30 feet F 7 DENOTES EXISTING CONSERVATION EASEMENT L — — -J (TOTAL AREA = 20,849 sf or 0.48± Acres) F DENOTES PROPOSED CONSERVATION EASEMENT L_ — — (TOTAL AREA = 82,294 sf or 1.89± Acres) 0 DENOTES PROPOSED WETLAND BUFFER SIGN PROPOSED CONSERVATION EASEMENT DESCRIPTIONS That part of the South 550.00 feet of the East 330.00 feet of the Southwest Quarter of the Southwest Quarter of Section 28, Township 31, Range 22, Anoka County, Minnesota described as follows: Beginning at the Northeast corner of the above described property; thence South 00 degrees 21 minutes 12 seconds East, assumed bearing, along the east line of the above described property a distance of 113.97 feet; thence South 89 degrees 38 minutes 35 seconds West 41.89 feet; thence South 16 degrees 39 minutes 40 seconds West 43.26 feet; thence South 75 degrees 04 minutes 30 seconds West 67.63 feet; thence North 78 degrees 25 minutes 19 seconds West 41.76 feet; thence South 32 degrees 35 minutes 18 seconds West 71.68 feet; thence South 42 degrees 21 minutes 24 seconds West 15.12 feet; thence South 88 degrees 01 minutes 01 seconds West 56.25 feet; thence South 33 degrees 17 minutes 01 seconds West 60.75 feet; thence South 76 degrees 06 minutes 55 seconds West 30.89 feet to the West line of the above described property; thence North 00 degrees 21 minutes 12 seconds West 297.33 feet to the North line of the above described property; thence South 89 degrees 50 minutes 40 seconds East along said North line 330.01 feet to the point of beginning. That part of the South 550.00 feet of the East 330.00 feet of the Southwest Quarter of the Southwest Quarter of Section 28, Township 31, Range 22, Anoka County, Minnesota described as follows: Beginning at the Southeast corner of the above described property; thence North 89 degrees 50 minutes 40 seconds West, assumed bearing, along the South line of the above described property a distance of 139.76 feet; thence North 00 degrees 44 minutes 23 seconds West 28.39 feet; thence North 89 degrees 18 minutes 47 seconds East 73.32 feet; thence North 24 degrees 55 minutes 26 seconds East 24.50 feet; thence North 44 degrees 23 minutes 16 seconds East 41.55 feet; thence North 00 degrees 21 minutes 12 seconds West 57.23 feet; thence North 37 degrees 38 minutes 53 seconds East 40.61 feet to the East line of the above described property; thence South 00 degrees 21 minutes 12 seconds East along said East line a distance of 172.88 feet to the point of beginning. The north 91.84 feet of Outlot B, SADDLE CLUB THIRD ADDITION, Anoka County, Minnesota. • �11.53 I r I S ~_ I J \ _, EXISTING WCA 111, w w rMO i EASEMENT AREA �0 0 i M (� ° ," , ,, I I`,►< ►-,I.", f �z\ a , , v Li L_ L_ v L_ i LJ , , , , Li O x< I', I 3 0 \\\ ALL OF OUTLOT E IS COVERED 0 01, \ III, DENOTES ANOKA COUNTY CAST IRON MONUMENT z I --- \ BY AN EXISTING CONSERVATION EASEMENT `\-3aM-\aaM h 0 DENOTES Y2 INCH BY 14 INCH IRON PIPE o = ` �'aM MARKED BY RLS NO. 25341. iA^,/7aM S 9°38'35'O M\JaM aM � z I \ ' 'a" 171.59 �;_�' \ DENOTES FOUND IRON MONUMENT EXISTING \ 'cr 3 �a FOR THE PURPOSES OF THIS PLAT THE SOUTH 1— — — — — — — — — — ---� \ 2 ��\ ""-- QRAIN ��_ F CONSERVATION U77LIT AGE \ LINE OF THE SOUTHEAST QUARTER OF THE \ \ `S'p �\ EASEMENT AREA Y SEME a�cr SOUTHWEST QUARTER OF SECTION 28, TOWNSHIP 9 R , EA NT 111, '16 E S7 >>90 — 31, RANGE 22, IS ASSUMED TO HAVE A BEARING ¢ OF SOUTH 89 DEGREES 50 MINUTES 40 SECONDS kP _ EAST. Wet DENOTES EDGE OF WET LAND PER KJOLHAUG ` 1 I �,� \ 'aM ENVIRONMENTAL SERVICE. / J1, T A N ""---; (C\ I ";<_;, J` DENOTES WET LAND. S89 °38 '35" yfr _ - \\\ �-� yc \ I N N �' 011, f 3 LCOO 0 ao l u �z� 0,�^ F9O�s� �� 0 0 T"o quo S89038'35"W00 -s \ II, n ,_ 150.00 - N of °�`' O a,Z ^ ��` = DRAINAGE & UTILITY EASEMENT wet . \d I, SOUTHEAST CORN R OF THE SOUTH 550.00 FEET OF THE SW 1/4-SW 1 /4 / SECTION 28, T P. 31, RGE 22 WITNESS CORNER, SECTION 33, TWP. 31, RGE 22 --\ i SOUTHWEST CORNER OF THE --- SE 1 /4 OF THE SW 1 /4 \ SECTION 28, TWP. 31, RGE. 22 r♦ /\ r♦ /\ I 1 r\ 214.82 S89 �38'35"W`I1, i• • r� . 1 r- i . , i r. r- . r� r -,- r� r� , -r 1 i. L , 3 ♦/ I—\ L/ ,!a/ _ L_ ♦� L_ ♦/ L/ I 11 \ �/ 1 I—\ \/ L/ 1 1 1 \I 1 V 011, = �111, I I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Registered Land Surveyor under the laws of the State of Minnesota. DANIEL W. OBERMILLER Date: 08127118 License No. 25341 DRAWN BY: dwo JOB NO: 16137PP DATE: 08127118 CHECK BY. dwo SCANNED ❑ 1 10117118 D&U easement revision dwo 2 10122118 D&U easement revision dwo 3 NO. DATE DESCRIPTION BY E/,9n Professional Land Surveyors S:\rud\CAD\16pro jA16137\16137_C❑NEEPVATI❑N EASEMENTS,dwg 1012LI2018 7�49:49 AM IT — 00 o :01IIIIIIIIIIIIIIII N G _ O � OWN 0 0 O y NMI W � ca 06 CD W o� Z SADDLE CLUB FOURTH ADDITION 330.01 NORTH I � NORTH LINE OF THE SOUTH 550.00 t ali, awl, FEET OF THE SW1/4-SW1/4-----_-' a�l. SECTION 28, TWP. 31, RGE 22 � N W E T L A N D all, r I \ I OUTLOT C I ri �Y. �V( v N ' c \ \ 't N --- a�l, W E T L A N D I U� ry r \ / S89038'35"W , 7 ^off - 68.03 o N __ CCT �$ogb�g all, S78°5p,00;; "E -- 2 N �N — — — — 15 oW _ v ti 100.7 I1, tk 500B6 �o/ I O J o "- all, W 1 F 1= fyN N rn DRAINAGE � 9 N Opp\NAP ME / w cn & ' _ =UTILITY EASEMENT rn L ; _ z -- KNOW ALL PERSONS BY THESE PRESENTS: That Dupont Holdings, LLC, a Minnesota limited liability company, owner of the following described property. The South 550.00 feet of the East 330.00 feet of the Southwest Quarter of the Southwest Quarter of Section 28, Township 31, Range 22, Anoka County, Minnesota. Outlot B, SADDLE CLUB THIRD ADDITION, Anoka County, Minnesota Has caused the some to be surveyed and platted as SADDLE CLUB FOURTH ADDITION and does hereby dedicate to the public for public use the public way and the drainage and utility easements as shown by this plat. In witness whereof said Dupont Holdings, LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this ______ day of ___--------- 20___. Dupont Holdings, LLC President and Chief Manager Keith Eibensteiner STATE OF MINNESOTA COUNTY OF This instrument was acknowledged before me this ______ day of ___--------- 20___ by Keith Eibensteiner, President and Chief Manager of Dupont Holdings, LLC, a Minnesota limited liability company. Notary Public, My Commission Expires N74030 S y S78%76 _ �� N I � C o 01, cS�--� 2,3,04.,W / 1g'E \ I I w w o all, o't N 0 — CS GM 2M /� o�r� I I Q w Q J 1, �o°Z� ,III, 4/`� ��o z I I Q ``� to^^' � all, SS S =00 /^ �� co So !� �,^ / IJS82�^ III— 6 I II I 3O/r<v Iw� W � °aC 880101E/Z' 00 2 22.83-- 0 w 2 _14.6o00 ° I I / 4° 15 uWi all, �� �����` ' — \ \ `\ S42°Z I I D 52 �56.25" _ J 894 ----- --- �P / N88 01 01 E \ S,\ �l 0 \ \ ;s� 6N 86.07 v \ `1 ,ems �roq A:>/�A:>° 0 o ,n N L0 N 04 S89038'35"W \ 86.06 LON / / ��� o° N to N S89°38'35"W / �° �° �S ' >03.78 o^/ / �o 00 e" "V / �R� / 86.06 1 It 4oCo -- ------ I 'rob /a / �ti� Orb 0 / °,11.53 County, Minnesota =16° 24 � 50 R-9 25.00 35.81 ------- ;'. —— / moo '!,� Lo a,.� z_w ._ --, — — — — — N87°16'30"W ----- 139.29 i �� ILI rn� o ��a „ w 10 ---— - --- Uj z o , w 25 z O _. 25 O '0-4 I I. �� Z OUTLOT A `= LfiLO I co co o ----- O --- S89°15'37"W o f a> 140.69 s� 00 7 rg 30 GRAPHIC SCALE 15 30 60 City of Lino lakes County of Anoka Sec. 28, T31, B22 90 ( SCALE IN FEET ) 1 inch = 30 feet I Daniel W. Obermiller do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey, that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this _____ day of __________ , 20—__ . Daniel W. Obermiller, Licensed Land Surveyor Minnesota License No. 25341 STATE OF MINNESOTA COUNTY OF This instrument was acknowledged before me this ______ day of ____--------- 20___ by Daniel W. Obermiller. Notary Public, My Commission Expires City Council, City of Lino Lakes, Minnesota This plat of SADDLE CLUB FOURTH ADDITION was approved and accepted by the City Council of the City of Lino Lakes, Minnesota at a regular meeting thereof held this _______ day of __________—, 20___, and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. City Council, City of Lino Lakes, Minnesota By Mayor By Clerk County, Minnesota County Surveyor I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this ______ day of -------------- 20___ Charles F. Gitzen Anoka County Surveyor County Auditor/Treasurer / Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable in the year 20 on the land e r, r, � r- ., i i � r, r- i r, i• -r a r, r♦ � r .., � i hereinbefore described have been paid. Also, pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer entered this day of . 20_ . Property Tax Administrator By Deputy County Recorder/Registrar of Titles County of Anoka, State of Minnesota I hereby certify that this plat of SADDLE CLUB FOURTH ADDITION was filed in the office of the County Recorder/Registrar of Titles for public record on this day of 20 . at o'clock M. and was duly recorded as Document No. —_______. County Recorder/Registrar of Titles By Deputy S89038'35"W ' 171.59 - DRAW U�LITY A SO cam�86«74777�0 E AS E EM& NT S aAcr 3456.E _ _ �:� I �--------------- II Welt '���s -'�I Iw — - ._ w , I I � I N E T A� F 0< all, N ----------- ; I NI N 10 — S '. W 90.»Lo L- — — — — — — — — — — — — — N 0 0 S89038'35"W u j-�'/'-9 coN ` 0400 o NI N89°15'37"E 139.67 r ._ rn o z ali, 3 9SF aoo o 0 3 z , 10 ,,d w-to quo Q °° I �/ %'�, T13 I w °rl' r � ~ ���% / C�' �' 'S<� � 1-`' f_'� , 1-0 I ; S89°38'35"W t a J P oh 1 O o cT �' ,--i;=----------------------� 00 o / P��P a'S �o. s „�, - 150.00 c,o tk DRAINAGE & UTILITY EASEMENT c�,a ` oh °o a 25 N89°18'47"E =rya �'// a�l, ` 0)25 . • o L----73.32_— -°� � O - 2f4.82 10 No �, S89°38'35"W t , °��,� 1 SOUTH LINE OF THE _ .: -'.::::'_�_ '.._i ILI 00 SW 1/4 OF THE SW 1/4 i _ _ _ _ 04 _�' WITNESS CORNER, SECTION 33, `� ` SECTION 28, TWP. 31, RGE. 22 , S89 50'40"E TWP. 31, RGE 22--\ i o o II, all, 976.92 �l -1, 140.25 25.00 �. 25.00 � 86.81 52.95 i, p996.01 I S89°5O'40"E - 330. Of _ - -SOUTHWEST CORNER S89°5O'40"E 25 I 25 2302.94 i SOUTHWEST CORNER OF THE OF SECTION 28 r- „ , r, r, ell: .., . r- , , , r, „ r, ., ..., --- r- „ , f-i i'x r<I'll rr�i-.r< ';' z f<, irr;ii ";�" SE 1/4 OF THE SW 1/4 TWP. 31, RGE. 22 ,. , ..� ., ..., ..., , . ., . , , ,.. .. �- < .::2 ( ., .. . _� SECTION 28, TWP. 31, RGE. 22 _, ' ' ` •' ` ' ' ";;4_ S \rud\CAD\16pro j\16137\16137-FINAL PLAT dwg 10/17/2018 8 26 53 AM CDT u_ ... , i v . ...... (NOT TO SCALE) DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: 15 51 I I 0 0 BEING 5 FEET IN WIDTH, AND ADJOINING SIDE LOT LINES, AND 10 FEET IN WIDTH AND ADJOINING RIGHT OF WAY LINES, UNLESS OTHERWISE SHOWN ON THIS PLAT. -Q� DENOTES ANOKA COUNTY CAST IRON MONUMENT 0 DENOTES Y2 INCH BY 14 INCH IRON PIPE MARKED BY RLS NO. 25341. • DENOTES FOUND IRON MONUMENT FOR THE PURPOSES OF THIS PLAT THE SOUTH LINE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 28, TOWNSHIP 31, RANGE 22, IS ASSUMED TO HAVE A BEARING OF SOUTH 89 DEGREES 50 MINUTES 40 SECONDS EAST. wet DENOTES EDGE OF WET LAND PER KJOLHAUG ENVIRONMENTAL SERVICE. != DENOTES WET LAND.