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HomeMy WebLinkAbout12/14/2016 P&Z Packet CITY OF LINO LAKES PLANNING & ZONING BOARD MEETING Wednesday, December 14, 2016 6:30 p.m. Council Chambers Please be courteous and turn off all electronic devices during the meeting. AGENDA 1. CALL TO ORDER AND ROLL CALL 2. APPROVAL OF AGENDA 3. APPROVAL OF MINUTES: November 9, 2016 4. OPEN MIKE 5. ACTION ITEMS A. PUBLIC HEARING: Century Farm North 71h Addition Preliminary Plat and PUD Final Plan/Final Plat 6. DISCUSSION ITEMS A. Project Updates 7. 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 : November 09, 2016 TIME STARTED : 6:30 P.M. TIME ENDED : 6:56 P.M. MEMBERS PRESENT : Dale Stoesz, Lou Masonick, Perry Laden, Paul Tralle (Chair),Neil Evenson,Michael Root MEMBERS ABSENT : None STAFF PRESENT : Katie Larsen 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 November 09, 2016. IL APROVAL OF AGENDA The Agenda was approved as presented. III. APPROVAL OF MINUTES: October 12, 2016 Mr. Masonick made a MOTION to approve the October 12, 2016 Meeting Minutes. Motion was supported by Mr. Stoesz. Motion carried 5 - 0. (Tralle abstained) IV. OPEN MIKE Chair Tralle declared Open Mike at 6:33 p.m. There was no one present for Open Mike. Mr. Masonick made a MOTION to close Open Mike at 6:34p.m. Motion was supported by Mr. Stoesz. Motion carried 5 - 0. (Tralle abstained) DRAFT MINUTES Planning&Zoning Board November 09,2016 Page 2 V. ACTION ITEMS A. Variance for 1558 Meadowview Court for a Porch Addition Katie Larsen, City Planner,presented the staff report. Staff recommended approval of the variance for 1558 Meadowview Court for a Porch Addition. Jason Hempel, J. Hempel Services, LLC, submitted a Land Use Application on behalf of the property owner, Mary Meuwissen, for a variance for a porch addition. J. Hempel Services, LLC is constructing a screen covered porch and deck for the property owner. The porch encroaches 1.29 feet(15.48 inches) into the rear yard setback. The property address is 1558 Meadowview Court. Staff addressed questions of the board including: Mr. Stoesz asked if the adjacent property owners were given notice of the variance request. Staff commented the City is not required to send notices or to conduct a public hearing. Mr. Laden addressed the reasons for 30' setbacks. Staff commented setbacks are in place for density purposes, sunlight, air circulation and other environmental effects. Mr. Laden also asked if the original porch encroached on setbacks, and staff commented, it did not, the purposed porch footprint is being expanded. Mr. Evenson asked about the definition of a detached accessory structure. Staff commented an accessory structure could be a building such as a shed, garage or porch, but must not exceed a maximum square footage. The property owner, Mary Meuwissen, 1558 Meadowview Court addressed the board concerning the misunderstanding of setbacks, backyard versus the side yard. The contractor, Jason Hempel with J. Hempel Services, LLC, 12330 Lindstrom Lane Lindstrom, MN and 30225 Ridgewood Avenue Shafer, MN took questions from the board. Mr. Laden questioned why this issue happened in the first place. Mr. Hempel replied, confusion of side yard versus backyard setbacks. Also a previous survey was conducted which was being used as a reference but not to their knowledge was not to scale. Mr. Masonick made a MOTION to recommend approval of the Variance for 1558 Meadowview Court for a Porch Addition. Motion was supported by Mr. Evenson. DRAFT MINUTES Planning&Zoning Board November 09,2016 Page 3 Mr. Laden commented a survey should be required before a permit is issued, so instances like this do not happen. Staff commented, there was a previous survey completed,but it wasn't to scale. Motion carried 5 - 0. (Tralle abstained) Chair Tralle expressed his concerns that the applicant was required to go through such an expensive process for such a small setback deviation. VI. DISCUSSION ITEMS A. Katie Larsen provided updates on various city projects. VIL ADJOURNMENT Mr. Laden made a MOTION to adjourn the meeting at 6:56 p.m. Motion was supported by Mr. Evenson. Motion carried 5 - 0. (Tralle abstained) Respectfully submitted, Alex McKenzie Community Development Intern DRAFT MINUTES PLANNING & ZONING BOARD AGENDA ITEM 5A STAFF ORIGINATOR: Katie Larsen, City Planner P & Z MEETING DATE: December 14, 2016 REQUEST: PUBLIC HEARING Century Farm North 71h Addition 1. Preliminary Plat 2. PUD Final Plan/Final Plat CASE NUMBER: PP2016-006 PF 2016-003 FP 2016-006 APPLICANT: Lino Lakes Townhomes, LLC 6750 Stillwater Boulevard North Stillwater, MN 55082 OWNER: Gary M. Uhde 3157 Berwick Knoll Brooklyn Park, MN 55443 REVIEW DEADLINE: Complete Application Date: November 14, 2016 Environmental Board Meeting: November 30, 2016 Park Board Meeting: TBD Planning& Zoning Board Meeting: December 14, 2016 Council Work Session Meeting: January 02, 2017 Council Meeting: January 09, 2017 60-Day Review Date: January 13, 2017 120-Day Review Date: March 14, 2017 BACKGROUND Century Farm North is a residential Planned Unit Development(PUD) in northwest Lino Lakes and was approved in 2003. It includes a mix of housing styles including typical single family lots, single family airpark lots with hangars, single family detached townhomes (individual house lots located within a commonly owned yard lot) and attached townhomes. 1 The proposed Century Farm North 7th Addition is the final plat of the development. The project consists of 12 townhomes (2 buildings with 6 units each) and is consistent with the approved original 2003 PUD. The 1.2 acre parcel is legally described as Outlot C, Century Farm North 6th Addition and is located at the intersection of Morgan Lane and Robinson Drive. The current Land Use Application is for consideration of the following: • Preliminary Plat • PUD Final Plan/Final Plat The following staff report is based on the following plan set: • Civil plans prepared by Erickson Civil dated November 14, 2016 and received by the City on November 14, 2016 • House plans and elevations prepared by Avalon Homes dated 2006 and received by the City on November 14, 2016 ANALYSIS Revisions to PUD Development Stage Plan/Preliminary Plat On April 28, 2003, the City Council passed Resolution No. 03-60 approving the PUD Development Stage Plan/Preliminary Plat for the entire development of Century Farm North. The subject site is shown as a townhome development. On July 28, 2014, the City Council passed Resolution No. 14-43 amending the PUD Development Stage Plan/Preliminary Plat to include a 0.991 acre parcel located at 7880 Sunset Avenue and realign Robinson Drive. The amended preliminary plat shows the subject site (Outlot C, Century Farm North 6th Addition) as a vacant parcel. There was some interest by the developer to construct single family homes on the outlot; however, this was not approved. To avoid any confusion between the 2003 preliminary plat and the amended 2014 preliminary plat, staff required a revised preliminary plat be submitted with this application that is consistent with the original 2003 approval. The proposed Century Farm North 7th Addition is consistent with the original approved 2003 PUD Development Stage/Preliminary Plat. Lot Summary The Lot Summary reflects changes from the approved original PUD Development Stage Plan/Preliminary Plat, final plats and amendments. The final plat for Century Farm North 7th Addition consists of 12 townhome units. 2 Single Family Single Family Attached Phase Lots Townhomes Air Park Detached TOTAL Townhomes Original Proposed Original Proposed Original Proposed Original Proposed Original Proposed 1st 30 26 9 8 16 16 - - 55 50 2nd 1 - - - 22 23 42 42 65 65 3rd - - 9 14 9 9 34 34 52 57 4th - - - - 1 1 38 38 39 39 5th 5 - - - - 5 - - 5 5 6th 11 29 - - 10 - - - 21 29 7th - - - - - - 12 12 12 12 TOTAL 47 58 18 22 58 54 126 126 249 257 Difference +8 +4 -4 0 +8 Density Calculations Acres Gross Property Area ":5.63 or Wetland 12.72 Arterial(CR 53)ROW 1.28 Park Dedication 13.32 Net Property Area 68.31 #Units 257 Densi 3.76 units/acre The density calculations are based on the entire amended preliminary plat for Century Farm North. At the time the original PUD was approved in 2003, the City's Comprehensive Plan for medium density residential development allowed for 3 to 6 dwelling units per acre and the original density was 2.93 units per acre. Although the current Comprehensive Plan for medium density requires 4.0 to 5.9 dwelling units per acre, the developer has the right to develop at a density consistent with the original PUD. 3 The proposed Century Farm North 7th Addition does not increase or decrease the density of the development. PUD Final Plan/Final Plat Subdivision Ordinance Conformity with the Comprehensive Plan and Zoning Code The 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, is consistent with the PUD Development Stage Plan/Preliminary Plat and meets the performance standards of the subdivision and zoning ordinance as discussed below. Blocks and Lots The final plat creates 12 lots and 1 outlot. Outlot A is the common area of the townhome development. External lot widths are 29 feet wide. Internal lot widths are 24 feet. Lot depth is 88 feet. The front elevation/garage setback is 20 feet from the property line. The rear elevation setback varies from 31.51 to 47.29 feet. Easements A drainage and utility easement is dedicated over all of Outlot A. An existing drainage and utility easement bisects the northwest corner of the site. Stormwater Management Stormwater is being directed into the existing stormwater ponds to the south and west of the development. The applicant shall verify with RCWD that the stormwater pond for the proposed development is covered under the existing system's permit. Street and Utilities The applicant will install public 8"water main and 8" sanitary sewer along Morgan Lane. The two water and sewer services stubbed in from Robinson Drive shall be removed. Morgan Lane will be extended and connected to Robinson Drive. Morgan Lane is a private road maintained by the homeowner's association. It is 24 feet back to back with bituminous surface. Concrete sidewalk 5 feet in width extends throughout the development. 4 Public Land Dedication and Fees The original Century Farm North fulfilled the public land dedication requirements for the entire development through parkland dedication and trail construction.No addition park dedication fees are required. Zoning Century Farm North 7th Addition is zoned PUD, Planned Unit Development as approved by the City Council with Ordinance No. 12-03. The proposed townhome development is compliant with the PUD ordinance. Townhome Building Design Standards The submitted townhome elevations are for the "Lamberton" model. Each 1,681 square foot unit is two-stories with a double garage and concrete patio. These models are constructed throughout the development and most recently on the lots immediately to the east and south of Century Farm North 7th Addition(7873-7893 Gotland Lane and 122- 128 Morgan Lane). The applicant, Lino Lakes Townhomes, LLC, is also the same developer and Nottingham Construction, LLC is the same builder. Resolution No. 03-60 approved the original Development Stage Plan/Preliminary Plat. Condition#4 of the resolution stated: 4. The submitted townhome housing types and building elevations be modified to specify finish materials and be subject to City approval. Side walls facing public streets shall include windows or other architectural features to avoid the appearance of a blank wall. The proposed townhome side elevations facing public streets include windows and shakes and are therefore compliant with this requirement. In addition, the townhomes shall comply with the following City's zoning ordinance Section 1007.043(2)(b)2: (d) Exterior Building Finish: The exterior of townhome dwelling units shall include a variation in building materials which are to be distributed throughout the building facades and coordinated into the architectural design of the structure to create an architecturally balanced appearance. In addition, townhome dwelling structures shall comply with the following requirements: i. A minimum of twenty-five (25)percent of the combined area of all building facades of a structure shall have an exterior finish of brick, stucco and/or natural or artificial stone. 5 ii. Except for brick, stucco, and/or natural or artificial stone, no single building facade shall have more than seventy-five (75) percent of one type of exterior finish. iii. For the purpose of this section, the area of the building facade shall not include area devoted to windows, entrance doors, garage doors, or roof areas. Comments: 1. The proposed elevations include a combination of horizontal vinyl siding, vertical vinyl siding, vinyl shake siding and frieze board. 2. The building facades shown on the submitted hard copies do not meet the 25% exterior finish requirement and the plans shall be revised. 3. The architectural plans shall include the % of exterior materials for each elevation. 4. A color and material palette shall be provided. 5. The homeowner's association documents shall be amended to include this plat. Landscaping Plan According to the Century Farm North Master Landscape Plan dated January 20, 2003, 47 understory trees, 29 overstory trees and 8 boulevard trees are required. This includes landscape requirements for both Century Farm 7th Addition and Century Farm North 4th Addition. The applicant, Lino Lakes Townhomes, LLC, is constructing the townhomes on both the 4th and 7th Addition. Comments: 1. Sheet L1, Landscape Plan is not consistent with the approved Master Landscape Plan and shall be revised. 2. Add a note on the Landscape Plan that open area (Outlot A) shall be sodded. 3. An irrigation plan shall be submitted. Comprehensive Plan The PUD Final Plan/Final Plat is in compliance with the Comprehensive Plan in terms of the Resource Management System, Land Use Plan, Housing Plan, and Transportation Plan. Development Agreement A Development Agreement shall be drafted by the City, executed by the City and the developer and recorded by the developer. Maintenance Agreement-Stormwater Management Facilities The applicant shall confirm with RCWD if a Maintenance Agreement is required. 6 RECOMMENDATION Staff recommends approval of the Preliminary Plat and PUD Final Plan/Final Plat for Century Farm North 7th Addition with the following conditions: 4. All comments from the City Engineer letter dated December 8, 216 shall be addressed. 5. All comments from the Environmental Coordinator letter dated December 7, 2016 shall be addressed. 6. An executed Development Agreement is required. 7. A Rice Creek Watershed District permit is required. 8. All plan sheets shall be revised to Century Farm North 7th Addition (not Farms). 9. A separate plan sheet titled Preliminary Plat shall be submitted in accordance with requirements listed on the Preliminary Plat Application Checklist. 10. Townhome Elevations: a. The building facades do not meet the 25% exterior finish requirement and the plans shall be revised. b. The architectural plans shall include the % of exterior materials for each elevation. c. A color and material palette shall be provided. d. A PDF of the elevations shall be provided. 11. The homeowner's association documents shall be amended to include this plat. 12. Title Commitment and Final Plat: a. The title commitment shall be updated to show Lino Lakes Townhomes, LLC as the owner of the property to match the final plat. 13. Sheet C4, Site Layout Plan: a. The plan shall be revised to show sidewalk extending from Units 1-6, Block 2 to the sidewalk to the east. b. Sidewalk shall also be extended from the townhome units on Gotland Lane to the sidewalk. 14. Sheet C7, Street Plan & Profile: a. The plan sheet shall be renamed Sanitary Sewer&Watermain Plan. 15. Sheet L1, Landscape Plan: a. Sheet L1, Landscape Plan is not consistent with the approved Master Landscape Plan and shall be revised. b. Add a note on the Landscape Plan that open area (Outlot A) shall be sodded. c. An irrigation plan shall be submitted. ATTACHMENTS 1. Site Location Map 2. Aerial Map 3. City Engineer letter dated December 8, 2016 4. Environmental Coordinator letter dated December 7, 2016 7 5. Civil plans prepared by Erickson Civil dated November 14, 2016 and received by the City on November 14, 2016 6. Color Photos of Townhome Elevations 7. Original 2003 Century Farm North Preliminary Plat 8. Amended 2014 Century Farm North Preliminary Plat 9. Final plat-Century Farm North 7th Addition 8 ■ �G �-1-■1 =i�� i�lll ■�� 35W �= JENNE LE grills IIII 1 --���:.....Il:el;.f.:1:.=�lllj . L mum.. 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GOTLAND-LNG f 53 '157 �,,, • , ,." 7888 r a' � t. 7889 - 154 183,81 a�- �., ,,.« . ;• .. , 7881, � , �1 SHETLAND LN 88 7 F e: MORG.AN.L� Y• 12124202 13C 1323436 6. 1778 8 87 i197 7r86_ • ,,38 5 41�4 5 Century Farm North 7th Addition Townhome Development 17 .8186 tit 8 785' :.. m ------------- -18, .221 183 ,1 �59- 193 . �15 . 225 � '7 •D 151 16 1c 213 i a" 7834 - STAp N;L a 147 N 7 1 -78�1 Aerial Map °° Z°° 400 CITY, OF W E Feet IN KE s A ��I�/ i�'M'SB Building a legacy—your legacy. 701 Xenia Avenue South Suite 300 Minneapolis,MN 55416 Tel: 763-541-4800 Fax: 763-541-1700 Memorandum To: Katie Larsen, City Planner From: Diane Hankee PE, City Engineer Date: December 8, 2016 Re: Century Farms North 7h Addition Plan Review WSB Project No. 2988-200 We have reviewed the Construction Plans dated November 14, 2016 for Century Farms North 7th Addition in Lino Lakes, MN prepared by Erickson Civil, Inc. The following are our review comments that should be responded to in writing by the applicant. The plans and specification shall reference the City's 2016 General Specifications and Standard Detail Plates for Street and Utility Construction, the 2013 CEAM, and the 2016 MnDOT Standard Specifications. GRADING, EROSION AND SEDIMENT CONTROL 1. The applicant shall verify that the SWPPP was developed by a certified professional and include the certification cards. 2. The applicant shall label the receiving waters and denote the project discharge point(s). 3. The applicant shall label required buffer distances from surface waters/wetlands. If buffer distance cannot be maintained, call out that with a note on the plan sheet and provide redundant perimeter control BMPs. Area to the SW of the project. 4. The applicant shall label stormwater direction of flow arrows pre-construction. 5. The applicant shall list the soil types associated within the project boundary. 6. Show locations for temporary/permanent erosion control measures and the estimated quantities for all BMPs. Describe the temporary cover measures if permanent can not be installed within 7 days. Locations of temporary and permanent measures needed. List the seed mix that will be installed with the blanket/mulch measures and list the estimated quantities. Equal Opportunity Employer wsbeng.com S:\CmmunityDevelopmwt\ProjectsTlanningCascs\CwtwyFam North 7th Addition\Staff Reports\20161214 PZ\3 Engineering Review Lino Lakes CFN 7.d= Ms.Katie Larsen December 8,2016 Page 2 7. Show locations for stockpiles and BMP measures for stockpile management. 8. Denote the inspection process/schedule for SWPPP activities as well as the person(s) to ensure the inspections and maintenance activities are being performed. 9. The contour lines shall be extended 100 feet beyond the plat. This is specifically needed to review the sidewalk grades. 10. The existing drainage and utility easements shall be shown and labeled on the grading plans. 11. The sidewalk grade at the south east corner(near the existing catch basin) is 10% and shall be reduced. 12. The stormwater ponds need to be labeled with NWL, HWL, and pond bottom elevations. 13. The applicant needs to label the EOF locations for the ponds/wetlands. 14. The applicant needs to include the standard detail plates for Lino Lakes. 15.Note 4 "Grading and Erosion Control" can be removed. STORMWATER MANAGEMENT 1. The applicant shall verify with RCWD that the stormwater from the proposed development is covered under the existing system's permit. FLOODPLAIN 1. No comments. WETLANDS 1. No comments. ENVIRONMENTAL 1. No comments. TRANSPORTATION 1. At the match point with Robinson Drive, the curb and gutter and roadway removals shall be shown on the plans. This should also include the area where the sewer and water services are being removed. 2. The low point in the roadway at st 0+17 shall have storm sewer or be eliminated. SXommunity Development\Projects\Planning Cases\Century Farm North 7th Addition\Staff Reports\20161214 PZ\3 Engineering Review Lino Lakes CFN 7.do Ms.Katie Larsen December 8,2016 Page 3 3. The proposed sidewalk shall be 8 to 10 feet from the existing storm sewer. 4. The ADA ramps shall be constructed per MnDOT standard plates. WATER SYSTEM 1. The existing water services off Robinson Drive shall be removed. SANITARY SEWER SYSTEM 1. The existing sanitary sewer services off Robinson Drive shall be removed and capped at the watermain. STORM SEWER SYSTEM 1. The existing storm sewer in the southeast corner shall be extended approximately 100 feet north to an open grate catch basin. The grade is very flat and this will help prevent standing water. DEVELOPMENT AGREEMENT 1. A Development Agreement is required. PERMITS 1. NPDES Construction General Permit 2. Rice Creek Watershed Permit-verify 3. MN Department of Health—Watermain Permit 4. MPCA— Sanitary Sewer Extension Permit 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. SXommunity Development\Projects\Planning Cases\Century Farm North 7th Addition\Staff Reports\20161214 PZ\3 Engineering Review Lino Lakes CFN 7.do Environmental O F C I T Y� �"� N KES Memo To: Katie Larsen From: Marty Asleson Date: December 7t", 2016 Re: Century Farms North 7t"Addition The following recommendations and comments concerning Century Farms 7th Addition are from the Environmental Board meeting November 30, 2016: • In the plant landscape pallet, something else should be used in place of the Showy Mountain Ash because of disease concern • Irrigation must be required with sodded areas. • A construction stormwater permit is required for this project. I have contacted Mr. Udhe to find out the status of this permit for Century Farms 7t" Addition. Status must be documented before construction. The name, phone number, and certification of the SWPPP responsible person must be received by the city before construction begins. A weekly and post-rainfall inspection report must be received by email or other method or work will be stopped. A follow- up correction to all discrepancies must also be sent to the City on a weekly basis. Failure to recognize discrepancies and make corrections will result in a stop work order for reevaluation of knowledge and tasks needed for NPDES compliance. • Perimeter control and rock entrance must be installed prior to any work being done. • The location of the SWPPP must be onsite. • There should be some foundation plantings. These must be reviewed by Environmental before approval • Ensure by our existing ordinance that moisture sensors are used with outdoor irrigation systems. 0 Page 1 ERICKSON CIVIL 333 North Main Street,Suite 201 Stillwater,Minnesota 55082 Phone(612)309-3804 www.ericksoncivilsite.com LINO LAKES, MINNESOTA DRAWING PHASE:OWNER REVIEW "✓• AGENCY REVIEW T11 DDITIO-N BID DOCUMENT FOR CONSTRUCTION —r-- AS-BUILT DOCUMENT I HEREBY CERTIFY THAT THIS -RELIMINA R Y LA T MENDM-ENT PLAN,SPECIFICATION TUD REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A d DULY LICENSED PROFESSIONAL NO VEMBER 1 Z , 2 016 ENGINEER UNDER THE LAWS OF THE STA F MlNNESOTA. Bit. Surface T DD A. RICKSON,PE UCH v � Ui v U� I v L_ 40418 LICENSE NO. 11/14/2016 20 0 20 40 60 FEET DATE' 25 2 N880094 11E 'I Bit Trail Bit. 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SHEET ID DESCRIPTION 1 C1 TITLE SHEET o ti ✓4 Q 2 C2 STANDARD NOTES � ti 6 S880OO'34"W 93.65 ��� 3 C3 EXISTING CONDITIONS&DEMO PLAN wPOND 4 " / "� �� LL5 < 4 C4 SITE LAYOUT PLAN o y (\ I 4 <' .4 ` per y <� T ' n\u I T �-' �' 5 C5 GRADING PLAN o Storm Se <w _ �r I 6 C6 STREET PLAN&PROFILE � �OUTL ` /- �`I I 7 C7 SANITARY SEWER&WATERMAIN PLAN ` `�` `O''.h�`�` �_I I I 8 C8 DETAILS Al 4 4 4J ti �� �' �� ��`-'h 9 C9 DETAILS Y. .o I 1 < O I 4 ' Bit. Surface San. Sewer 1 S1 FINAL PLAT DRAFT 7�46'36"W 128.94 ..� �h�„ �� r - ��,.r.,r L� AA/ l � � 16-129 v v�,'(� ni i r'- r =�-�wu r, /V/Vl\17/-'/V L_/--I/VL_ �---- S8 /� n°i v ♦ Water Main ,E'/'„�, / B No. 1 Li LANDSCAPE PLAN SHEET TITLE F` - T Mailboxes TITLE SHEET W LJl AIll V/- 17L_ �P f-r POND h� �� �. 1VIC I V , Tran. -EXT Ul? A Rils 1 -1? T-dff P y Tele�� SHEET NO. Ped70 0 12 UNIT MULTI FAMILY RESIDENTIAL SU13DIVISION NOTE:ALL CONSTRUCTION SHALL COMFORM TO THE STANDARDS OF THE CITY OF LINO LAKES SHEET 1 OF 9 „ \�\\ r, \ \ � � ERICKSON _ v� vv � CIVIL \ 333 North Main Street,Suite 201 n Stillwater,Minnesota 55082 � \ Phone 612 309-3804 www.ericksoncivilsite.com DRAWING PHASE: OWNER REVIEW AGENCY REVIEW - BID DOCUMENT - - - - - - - �- �I �_) \ / - 1 ��) 1 I � �I �I I FOR CONSTRUCTION �� \ Jn -BUILT DOCUMENT AS _ ` I g0p50 Bit. Surface J - �} I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR CT '—'-1— —�—�_ REPORT WAS PREPARED BY ME OR UNDER MY/ —/ �— SUPERVISION ANDS THAT I AM A / DULY LICENSED PROFESSIONAL ENGTHE ISTA R UNDER LAWS OF 20 0 20 40 60 FEET p nlf)#21-1� �C0 Q __ U8 '•�••������������ Bit. Trail T DD A. RICKSON,PE Bit. Trail �� ���� - . Z34.6li- ------- �� _ � I”Grab � GRAPHIC SCALE 40418 x sD\^� - - - - Apple U LICENSE NO. - - - - - - - �T - - - - - - - - - - - - - - - - y y - - - - - - - - - - - - ; 11/14/2016 - - - - - - - - - - - - - - - - - - - , / - - - y - - - - - - - - - - - - - - - - - - - - - �� - - - - - - - �` - - - - - - - - -y- - - - - - - �� 1 , 0 � / DATE: Legend - - - - - - , yy ���v - - - - - V�v y PROPERTY BOUNDARY C) L' _ / �_� � v V I V�i � �i� !mil L `� _...- QZZ EXISTING 2-FT CONTOUR O X � Oc �� - - - - �� 901.70 �r'rs 96 tLr1 902.39 I J\ - - - - EI GooG EXISTING BIT. SURFACE s 1" ra pie U 3 ^'z,�'°.;�;�;�„�_ =;*�.���� EXISTING CURB REMOVAL Crab O 4-4 3 y/ nCi% L 902.54 Keyed Notes 0 ~� �/J V J x� J ° Q 1� I ILAI,, ,, '' �J Ica I � � REMOVE EXISTING BIT.SURFACE P Co I� I L" 902.52 f O `J cpoo. N - REMOVE EXISTING CURB TO NEAREST JOINT �_� lLJ? \e ,' C `� L�//���� I`1♦ 1" _ SAW CUT BIT.PRIOR TO REMOVAL Ic O 1"Crab ® SAW CUT BIT.PRIOR TO PAVING NEW ROADWAY c� Gl-+ e. - Ozz : - = �L, Ali- j t 7 7 r - - - L� 1-112"Re � ; c 00 Ma', .^�Q � � Notes W x� '� .23 � ! ^ W 902.35 r r N .I p I x I I o y 1) PRIOR TO ANY ACTIVITY ON THE SITE,PERIMITER SILT FENCE AND ROCK CONSTUCTION ENTRANCE SHALL BE INSTALLED O c� G - - - PER THE EROSION PLAN. I r I I I � I I c i . � ►--� I I I Q PC=1+93.501 i AppleEE ti 19 y W W I CIO - - - - 901 - - - - - Xgp1. 192 02.43 x Q - - - - - - - - - CB I 901.42 ��� SOO X � 88�001341w 9 RIM899,1II� -�o9vv ONE dra INV:896.16 %i -� u P L0 ,� gOp q6 - - - - A e�e'r x gpp.,9 T I I /-V L - - - - _ q Storm �- n I=)^ >, `t- FIB' �I� Z 1 �49 `\IL� �L I o LLJ Z � ' � Bit. Surface o San. Sewer - _ _ _ ter,,,;, - _ _ r - _ _ _ _ _ _ - nl,�, nr, �_ �/^li r-r--,`,, rvi lVIVI\l7/'�lV L_/'l/VL_ Ly -� - - - - - O ' ■, - \ q4�, / —VE AI.,'. a .vi J`; Lei.vi{( ' ��� �ti v, Water Main_,\,IV, / . ko 900.59 - 47 LJl\nll v/ v - / aIIbOX° f'E) A I l/I /fir- � I ITlI lT �,. 1 x �N� �� v l lL_l 1 1 lvrL-1 v l Trans. P ��� ' o , ,0 �� JOB NO, 16-129 m �,,e� - - - - - - - 2- - - - - - ~— �' � 1g1x x�1� ed d �� 902.09 .5 - -` - - - - , x 2 901.89 9 9 1.4s 02 SHEET TITLE \ . 9�,90 4 . EXISTING C,J 902.02 901.74 901.74 CONDITIONS I ,« �� so1.93 SHEET NO. .4 ' II U I p W I i �9e1. C3 (pa; y r^I) / vv v _;l vl\ l L�vI11 -IA III IL- /l SHEET 3 OF 9 ERICKSON CIVIL 333 North Main Street,Suite 201 Stillwater,Minnesota 55082 Phone(612)309-3804 www.ericksoncivilsite.com DRAWING PHASE: OWNER REVIEW I \ l V l F 7 1 F 7 I I L�L l l �/I V �� tI• AGENCY REVIEW Bit. Surface _ o — — — — BID DOCUMENT Ir V /1 V L�I V L_ FOR CONSTRUCTION AS-BUILT DOCUMENT I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BY ME N9800, "E 25 all - --_��� OR UNDER MY DIRECT 4 4 __-- _ _ _ _ SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL Trail 234.63 / \ 1 ENGINEER UNDER THE LAWS OF THE STA F MINNESOTA. x - OUT OT A �� V T DD A. RICKSON,PE 1 30.00 A : 1 �,��` 40418 i DRAINAGE& UTILITY EASEMENT `V y , \ �/ 11/14/2016 , C S88°09'23' LICENSE NO. $8.00 �, 1.49 54 00 DRAINAGE& UTILITY EASEMENT v J� DATE: OUTLOT A o 2,552 Sq. Ft. ti N Q 25,7 21 S y .4 1---i v q Ft. 20.00' N88009'23"E 88.00 f S88009'23"W 88.00 00 y y H � 24-FT B-B 4 � � . � ti.. . ;48.89 y <,. BLOCKI 2,552 Sq. Ft. 0 29.00 0 \ o tv , �- I_ cn 2,112 S Ft. c�C ti . 20 0 20 40 60 FEET O �- j� l VI o� o q• + y. ti - , 20.00' o 0 12 IIW 8 0 U 3 4. N88°09'23"E 88.00 �� rn 2,112 Sq. Ft. y.' a' J `' Cn w ; 4 . z , GRAPHIC SCALE � Q ;o A L.L I o � T I 3 ti O o r r\ 54: 4 2 2,112 Sq. Ft. �O ¢ Q y p �'y `\ a o `�/ \O 3 y : 4 STORY BUILDING > O 20.00' , jTW6 STORY BUILDING y.: - ap 5 TWO STO S88°09'23"W 88.00 "' w Un ti 70 Legend N880 12 "E FDA. a a ' ��' �� w O y.4 ti y N Z tV 2,112 Sq. Ft.4 O z o 4 00 o\ PROPERTY BOUNDARY 4 oBLOCK 1 Q o -D Q o 32,112 Sq. Ft. f 20.00' - Z S ° '2 IIW 8. O 4 ' N88°09'23°E 88.00 = m Notes �-+ /1 _ 4 yy 4,U P f) /�� �0 vi/ 5 4 ( �1 ti 1�1 C J 45 ' 4 �i�- l^-ro ham. 4 -P � 2,112 Sq. Ft. 4 0 <<<� �� TOTAL PROPERTY AREA= 52,825 Sq. Ft. ��-+ Ny cyl NP 2,112 Sq. Ft. o ' o �C,j� O O F A N y4 S88°09'23"W j 88.00CD N 0 2 ' q y ti. . 24- T B-B C' \ 4 a PC=1+93.50 2,552 Sq. Ft. o r� -- O 6 ------- i - y.. 2,112 Sq. Ft. o11 5 1 O 4- I O 4 y. N88009'23"E 88.00 � .0 31.86' N88 09 23 E 88 z �, y' F" ti 20.00' s J y 4,ti o 2� DRAINAGE& UTILITY EASEMENT w '� </ N 6 2,552 Sq. Ft. o --- ° �� a 4 Cfl _ 00 Q , \ S88 00 34 W 93*65 POND �' y. . O � y .4 \ �� I w ti 47.50'� srsy�r, 2 � S88°09'23"W 88.00 F x 60 Storm `ti 4.ti fi v / DRAINAGE& UTIL/TYEASEMENT �i - � . -���► �� z 0 Bit. Surface 0 � San. Sewer -- ^Fin/n In i.^ .p rl r r A A/l Ll/� Al ---- -- °46'36"W 128*94 ti`� 4VVL , AL' ..n�/ n / ^_ �nrVIV/ -1/VWLi vv87 ♦ a 4.. Water Main - ♦�� y o .IJV n ♦ 5 fY� �LJ/I /� 'T// /T\/ r-A ^r-A \ POND /-Ill V% C LJ/ �h 6 o �. , C/� �7C c 4 y JOB NO, 16-129 0 SHEET TITLE x W SITE LAYOUT C, PLAN 0 SHEET NO. w H 0 N O C 4 SHEET 4 OF 9 -- - - - - - - - - - - - - -� � � i �� � / �- �) A I/1 �_) �i l �l/� — — — v l L 7 / C 1 (�, L_ l v i Ui \ i l � Il \ � vi V �� < <� RICKSON � 5°Bit. Surface CIVIL I \ �/Li l l V �/I V L� L_I l _��—� — � � , � 333 North Main Street,Suite 201 5 — 4 1 Stillwater,Minnesota 55082 �. . . . . . . . . moll . . . . . . . - - - - - - _ _ _ Phone(612)309-3804 % www.ericksoncivilsite.com - • - - ♦� Bit. Trail Q y© �'I © ♦ — - — - - - - - - - - - — Bit. Trail — - -- DWIN PHASE: � � � � � ���������� � ���� � � r �q 1"Crab - - - 2 :� ®� � Apple OWNER REVIEW - .- - - - - - OUTLflT-AAGENCY REVIEW • � ; , - - - - , LEGEND BID DOCUMENT i♦ �� cfl <, I RUCTION AS-BUtLLT DOCUMENT - _ i�♦ g0 C14 008 x i PROPERTY BOUNDARY N I HEREBY CERTIFY THAT THIS - - - & I 0,�g0 ���0 ���� / � �� � � � - � PLAN,SPECIFICATION OR J - J\ REPORT WAS PREPARED BY ME 902 EXISTING 1-FT CONTOUR INTERVAL OR UNDER MY DIRECT 901 I g°161 y �3°. N1° 1 by SUPERVISION AND THAT I AM A SI 1 DULY LICENSED PROFESSIONAL � I 90� � ti 1 � 90t�", �3� 901 PROPOSED 1-FT CONTOUR INTERVAL ENGINEER UNDER THE LAWS OF 0 o OUTLGIF O I 4 5 THE STAT F MINNESOTA 0053 G0�` 20 0 20 40 60 FEET I LOW FLOOR = 902.00 < g ■ ■ HEAVY DUTY SILT FENCE CK ti 4� � T DD A. RICKSON, 1'E 1 I P OF 0 0 •Q� ti -� � . . . . . . . . . . . . . . . . . . . INSTALL DITCH CHECK(MNDOT SPEC.9"BIO LOG) 40418 —, g0 GRAPHIC SCALE LICENSE NO. q I \ +I I 2A: 1 Crab ROCK CONSTRUCTION ENTRANCE � I v 09, o 3 ,�0 11/14/2016 _ _ 90 J ■ 9° g n V� I I I 0 �1 s ti 01. 0 e9 = ` i �'2 DATE: y.■ LOW FLOOR 902.00 OR = I I 011 go I g I ti TOP OF BLOCK= 902.00 g© ti I 23 O ■ ti.y ' goy ■ 61 I �I I TUVb STORY BUILDING J Inc• �—' � I N TWO STORY BUILDING *� I III 70 I LOW FLOOR = 902.00 go1.U" ti ,�_ o I �- �t_ �� Ke ed Notes �; +n � I TOP OF BLOCK = 902.00 ti '.� ;g9 �I , ;� - c� N y � � 3 ct II c� w 4 g�1' 4g01'° oo owl 4. °1' 01' ,�g c3 MATCH TO EXISTING CURB ELEVATIONS INSTALL MNDOT SPEC.3897 8"FILTER LOG,TYPE BLOCK 0 1 I, I `' 0 1 Crab COMPOST,STAKING NOT REQUIRED. c� 0N ■ �01 I I I 3 61. 01 I ii o - INSTALL HEAVY DUTY SILT FENCING © MATCH EXISTING PATH ELEVATIONS ■ g y_ _ 5. FLOOR = 902.00 LOW I �; I '' . . <,. ° ' �' l � LI_ 4 1 c� r f ti e MATCH EXISTING SIDEWALK ELEVATION o ti, . I f Gpn INSTALL ROCK CONSTRUCTION ENTRANCE >r TOP OF BLOCK = 902.00ct ti ti I "I� y 5 .0,�30. Or\1° g �� M p _ o J w g N ■ y I g0 p < <J CURB TIPS OUT AND FLOW IS TO EXISTING CB. o 3 I ■ 4I � I p I I �a I� � x,. �� � ® INSTALL INLET PROTECTION(INFRASAFE OR EQUAL) ® � .•� I ` 4<, go1'10 c3 g0,�61 I; co I i I - ti �gg� ate. �� Go�G• �' g LOW FLOOR - 902.00 IM w O i ■� g)N. . y - I TOP OF BLOCK = 902.00 li O I I yg0,\t5 p I PC 1+9 .50 6 ,e 5■ g�11° g c I 3� '+ j �Q 0�1° Apple V,9 N I GRADING AND EROSION CONTROL NOTES. ' ■ ti. Q FLOOR = 902.00 ' I■ o LOW FL I �• �33I, c Cb ■ go ti . BLOCK= 902.00 I g - _ - ■ 1) SPOT ELEVATIONS ARE ALL GUTTER LINE OR FINISHED ELEVATION UNLESS NOTED OTHERWISE. 11) CONTRACTOR TO INSPECT AND DOCUMENT EROSION CONTROL A MINIMUM OF ONCE EVERY SEVEN DAYS AND WITHIN w ,4 TOP OF BLO I � �, _ - 901 49 . o0o ■ Q� �°`2 SOX 24 HOURS OF ANY RAIN EVENT GREATER THAN 1/2 INCH IN 24 HOURS AND WITHIN SEVEN DAYS AFTER THAT EVENT. ■ y: - I ce �g9' I■ sota2 2) ELEVATIONS/CONTOURS SHOWN AS FINISHED GRADE ELEVATIONS. O Z ■ ti I RI 991 `per 12) FIBER ROLL AND SILT FENCE FOUND DAMAGED MUST BE REPAIRED OR REPLACED W/IN 24 HOURS UPON DISCOVERY. Z Z ■ 10 6 ,�61 �I 3) REFER TO GEOTECHNICAL REPORT FOR ADDITIONAL REQUIREMENTS. 6 511 REMOVAL OF FIBER ROLL AND SILT FENCE REQUIRED AFTER SITE IS STABILIZED(AT DIRECTION OF ENGINEER). '■ ti g°1' g�3 t I 5 • <1 `' y I • n I T 4 WASHINGTON COUNTY PERMIT REQUIRED FOR GRADING AND ACCESS TO COUNTY RIGHT OF WAY. w ■ ti4 ,�� 3 �♦ ewer < „ --I n\ U I I ) 13) ALL PUBLIC STREETS SHALL BE KEPT FREE OF SEDIMENT AND DEBRIS.ANY SEDIMENT OR DEBRIS DETECTED MUST BE p[, C� ■ >\33 �3 o _ r g0 3 � REMOVED WITHIN 24 HOURS OR AS DIRECTED BY CITY. � ■ g0 g0 Op 2 Storm n 1_ X 5) DO NOT SPREAD TOPSOIL WHILE IT IS FROZEN OR MUDDY OR WHEN THE SUBGRADE IS WET OR FROZEN. 901 _ T = V I CORRECT ANY IRREGULARITIES IN THE SURFACE THAT RESULT FROM TOPSOIL SPREADING OR OTHER 14 w y 0 0 �� d ti r OPERATIONS TO PREVENT THE FORMATION OF DEPRESSIONS OR WATER POCKETS.BERMING OR DOUBLE ) ALL EXPOSED SOIL SHALL BE STABILIZED AS SOON AS POSSIBLE,BUT NO LATER THAN 14 DAYS AFTER CONSTRUCTION Q U T -♦ J�_ j ACTIVITY HAS TEMPORARILY OR PERMANENTLY CEASED. 00�0 O ° ♦ �'�:� '�,'� �� LAYERING OF BIO LOG MAY BE REQUIRED TO CONTAIN RUNOFF IF SILT FENCING CANNOT BE INSTALLED �+ 0 `'' �� PROPERLY DURING FROZEN CONDITIONS. O ti p0 ti y 0 g so 15) ALL PROPOSED AND EXISTING CATCH BASINS WITHIN PROJECT AREA SHALL BE PROVIDED INLET PROTECTION. a 2 REGULAR CLEANING OF PROTECTION SHALL OCCUR AND SHALL BE INCLUDED IN THE UNIT PRICE OF INLET PROTECTION. �" Z ® - - - - - - - - - - - - - - - - - - - - CONTRACTOR SHALL SCHEDULE SOILS TESTING FOR EACH STRUCTURAL FILL AREA PAD AND STREET AREA Bit, Surface 6) , . H ll _ _ _ _ - ' ^ Sa 7) PRIOR TO ROUGH GRADING,INSTALL FIBER ROLLS AND SILT FENCE IN LOCATIONS SHOWN OR AS DIRECTED BY THE 16) ANY DEBRIS FOUND OR UNEARTHED ON THE SITE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR FOR DISPOSAL F--1 ti c,r - - - - _ _ _ _ _ _ _ _ _ < ��" L�VL,� �,T AND PAID FOR AT THE UNIT PRICE PER CU.YD.OF DEBRIS REMOVAL. _ _ - _ - - - - - 897 - - �,� VV p; ,,,, , ENGINEER OR CITY STAFF. - - - - - - - - - - c - i , c.l:�„ - - - - - - v' 1 ) MAYBE BURNED WITH PROPER PERMITTING AND I 9V - - _ ' � � - � , � �, ��5. � W 7 ON-SITE BURY OF TREES SHALL BE SCRICTLY PROHIBITED. TREES M 8) AS EACH AREA OUTSIDE OF THE STREET IS GRADED,PROVIDE 6 OF NATIVE TOPSOIL,SEED AND MULCH ANCHORED WITH T �' 10 - APPROVAL FROM CITY. � 00.69 , 0 /_ A STRAIGHT DISC WITHIN 48 HOURS OF FINE GRADING. %NO ')�, /,/1 - Q '�•' "" 2`r )� ) ° �„) 18) ALL PIPE OUTFALLS SHALL BE PROTECTED WITH RIPRAP PER CITY DETAIL. I ,,1 `r J SLOPES 3:1 AND GREATER SHALL BE STABILIZED WITH FIBER BLANKET /1E) I /A �,r- No POND — — — ��� " � 19) ALL AREAS OUTSIDE OF STREET AND SIDEWALK SHALL BE UNCOMPACTED TO A DEPTH OF 18 PRIOR TO SEEDING. 1 — — — — " ` 10) MAINTAIN AND REPAIR FIBER ROLL AND SILT FENCE(INCLUDING REMOVAL OF ACCUMULATED SILT WITHIN 24 HOURS UPON DETECTION OR NOTIFICATION UNTIL VEGETATION IS 70%ESTABLISHED. ) 20) ALL CITY STANDARD NOTES SHALL BE FOLLOWED. 902.09 5 z 0 "TOPSOIL: 4 MINIMUM DEPTH E 0 w 0 z 0 U� ENGINEERED/STRUCTURAL FILL REQUIREMENTS Hydroseeding Specifications SWPPP SEQUENCING w 1) CONTRACTOR SHALL REMOVE TOPSOIL AND ANY ORGANIC MATERIAL All seeding shall be placed utilizing MnDOT Spec. 2575.3 for Hydroseeding. 1) OBTAIN MPCA PERMIT MINIMUM 7 DAYS PRIOR TO STARTING TREE CLEARING ACTIVITIES. 12)COMPLETE GRADING AND INSTALL TREES(WHERE FINAL GRADED),TOPSOIL,AND HYDROSEED AREA OF DISTURBANCE. AS DIRECTED BY ENGINEER IN ALL AREAS OF ENGINEERED/STRUCTURAL FILL. 2) INSTALL ROCK CONSTRUCTION ENTRANCE AS SHOWN IN DETAILS. 13)INSTALL ROCK BASE FOR ROADWAY,CONCRETE CURB AND GUTTER AND SIDEWALK. Use a hydro-seeder capable of continuous agitation action to uniformly distribute the seed over the 3) INSTALL SILT FENCING AS SHOWN ON PLAN 14)INSTALL BOULEVARD TREES. 2) ANY ENGINEERED/STRUCTURAL FILL MATERIAL SHALL BE COMPACTED IN 8-INCH LIFTS TO A DENSITY OF area. Add a 50 lb 3884.2.C, —Type Hydraulic Mulch,as a tracer for each 500 gal of water in the 4) INSTALL BIO LOG AS SHOWN ON PLAN 15)HYDROSEED OR SEED AND BLANKET DISTURBED AREAS ALONG STREET. 98%STANDARD PROCTOR DENSITY. hydro-seeder tank. Use flood type nozzles and Manufactures' recommended water volume. Once the 5) INSTALL INFRASAFE CATCH BASIN INLET PROTECTION. 16)PAVE TRAIL AND STREET. seed has been added to the tank mixture a one hour time limit is set fors spreading the mixture on the 6) INSTALL SWPPP MAILBOX WITH A COPY OF THE PLANS,SWPPP AND EROSION CONTROL LOGS. 17)CLEAN OUT AND MAINTAIN ANY SEDIMENT FROM SILT FENCING,BIO LOGS AND INLET PROTECTION. JOB NO. 16-129 3) GRANULAR BACKFILL SHALL BE COMPLETELY FREE OF ORGANIC MATERIAL&MAY NOT CONTAIN ANY p g 7) NOTIFY CITY FOR INSPECTION OF PERIMETER EROSION CONTROL MEASURES PRIOR ROCKS LARGER THAN 3"IN DIAMETER. soil. Once the one hour is passed the excess mixture must be discarded. Perform TO STARTING CONSTRUCTION(3 BUSINESS DAY NOTIFICATION REQUIRED). hydro-seeding separate from placing Hydraulic Erosion Control Products(hydro-mulching). 8) STOCKPILE TOPSOIL AND INSTALL PERIMETER BIO LOG SURROUNDING STOCKPILE IN LOCATION SHOWN SHEET TITLE 4) GRADES SHALL NOT VARY MORE THAT 0.1'FROM GRADING ELEVATIONS SHOWN ON PLANS. 9)SEED TOPSOIL STOCKPILE WITH MINIMUM 201LBS PER ACRE OATS.Apply hydraulic mulch and tackifier with hydraulic spray equipment GRADING SL y y pment in a water-slurry mixture. The dry 10)INSTALL MPCA APPROVED CONCRETE CLEANOUT STATION PRIOR TO CONCRETE USE ON SITE. w 5) TESTING OF PAD AREA SHALL BE COORDINATED BY CONTRACTOR AND TESTING RESULTS SHALL BE 11)CONDUCT GRADING OPERATIONS. N P D ES PERMIT INFO: EROSION DELIVERED TO ENGINEER AND OWNER. COST OF TESTING IS BY OWNER. material targeted application rate Is2500 lb per acre. Use the water to bale ratio as recommended by the manufacturer. Increase the application rate and percent tackifier to roughened soils for complete TOTAL DISTURBED AREA =1.2 ACRES(REQUIRES NPDES PERMIT) CONTROL PLAN 6) TESTING OF ENGINEERED/STRUCTURAL FILL IN ROAD AREAS SHALL BE COORDINATED BY CONTRACTOR ANY DEWATERING FROM THE SITE WILL REQUIRE THE WATER BE FILTERED THROUGH A DANDY BAG OR EQUAL. EXISTING IMPERVIOUSNESS = 0.0 ACRES coverage. The Engineer may inspect the tank loading and spray application,to verify that the applied SHEET NO. AND TESTING RESULTS SHALL BE DELIVERED TO OWNER,ENGINEER AND CITY. materials meet the manufacturer recommendations and the soil Is 100 percent Covered. NEW IMPERVIOUSNESS = 0.66 7) ANY FAILED COMPACTION SHALL BE REMOVED AND RECOMPACTED AT NO ADDITIONAL EXPENSE TO THE OWNER,EXCEPT FOR TESTING. C 5 SHEET 5 OF 9 '-I A,n _7n vA I/v y r,� _ ERICKSON CIVIL«: 333 North Main Street,Suite 201 3 "/ >I \" s ` =c `J Stillwater,Minnesota 55082 Phone(612)309-3804 \ r1` J J I www.eficksoncivilsite.com \ > c)c� c r v I v S Qv ITT DRAWING PHASE: — v - — v v 3. v - v OWNER REVIEW v * v v.. C . .T.. AGENCY REVIEW Q 4 G - o BID DOCUMENT 0 o� I FOR CONSTRUCTION E � I � AS-BUILT DOCUMENT D Ira coo N " I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR m Q c REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A one, W��k. DULY LICENSED PROFESSIONAL IT ENGINEER UNDER THE LAWS OF Y I�J� v� THE STA F MINNESOTA. v C e� C L 8�x v 0 v C .' . O T DD A. RICK50N PE p � - v .t h ti a ti 20 0 20 40 60 FEET 40418 LO 0 0 0 0 — — — — — CD- - - - -o — - - - - - - - - - o LICENSE NO. — — — — — — \C � �o h` 11/14/2016 1 a 1- GRAPHIC SCALE DATE: �J 2 v m 2+00 \ m 1+00 0 , „ MORGAN LAN_ ^ _ _ m �-,S01 5037E 193.50 cm N Legend U � N c_ 00 - I c 3' �:D o PROPOSED BITUMINOUS PAVEMENT E� 2 v O C � - - - - - - - o C14 O — — o Q ci N C -.vT — •l -Y- _ Q <_ v z 4-4 Layout Notes Z_ v �� L� v 0 0 ,� 3 1) ALL RADII TO BACK OF CURB \ \\ — 2) ALL DIMENSIONS TO THE BACK OF CURB UNLESS NOTED OTHERWISE. O oco LO \ Q _ 0 I Keyed Notes C INSTALL BITUMINOUS PAVEMENT PER DETAIL 3 INSTALL D412 CONCRETE CURB AND GUTTER w VL IT, v. 3 INSTALL 4"THICK 5-FT WIDE CONCRETE SIDEWALK ® INSTALL ADA RAMP ACCESS w _ v cj REPAIR PATH AS REQUIRED Q� v � CR 6 REPAIR STREET AS REQUIRED \ 0 \ O � w Lj o � I I 50.00'VC Q 0 HIGH POINT ELEV=901.00 HIGH POINT STA=0+81.01 M � PVI STA=0+70 o PVI ELEV=901.10 rn zo a > cl) w A.D.=-1.97 C.) W w 0° m K=25.44 LU U Un w 0 MATCH TO EXISTING BIT. o 1.42% _ --- ^ PROPOSED PROFILE _ o Un 0.55/o LL LL 900 -- - - ---- - - -- - - EXaSTNG—P OFI' 900 5 FEET . o z 895 895 L o pq l� O 00 C C co O co Ch r og og og og og og JOB NO. 16-129 Q VERTICAL GRAPHIC SCALE SHEET TITLE 0+00 0+50 1+00 1+50 2+00 W STREET PLAN cl & PROFILE 0 SHEET NO. w H 0 N O C6 SHEET 6 OF 9 E P,iCKSON CIVIL 333 North Main Street,Suite 201 Stillwater,Minnesota 55082 Phone(612)309-3804 www.ericksoncivilsite.com DRAWING PHASE: OWNER REVIEW AGENCY REVIEW BID DOCUMENT FOR CONSTRUCTION Cr �: Gonc. Wm k: V k. AS-BUILT DOCUMENT /\y � ti 1-� v' 1 HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR a 20 0 20 40 60 FEET 8 � REPORT WAS PREPARED BY ME v � v OR UNDER MY DIRECT x C Al. v O: O SUPERVISIONAND THAT I AM A •� r O• � v h a DULY LICENSED PROFESSIONAL C ENGINEER UNDER THE LAWS OF — — — — — — — — — — —� — — — — �Ol THE STAT F MINNESOTA � — - - - - - - - - - - - - - / GRAPHIC SCALE � 'OAS 'OAS 'OAS OAS a ��. 'OAS 'Dns V ywIll J a T DD A.tRICKSON, ICE v. v 40418 „ v Legend LICENSE NO. 8 SAN -- IT 11/14/2016 0111 A tM -� PROPERTY BOUNDARY DATE: PROPOSED 8 PVC(SDR 35)SANITARY SEWER O N C 'OAS v v 'Dn -OAS Dn - - - - - _Dns — — - - - - - - U o0 o PROPOSED 8 DIP WM CL.52 WATER MAIN, J � HYDRANT AND GATE VALVE PROPOSED SANITARY SEWER AND WATER SERVICE 7 (SANITARY SERVICE 4 PVC(SCH.40 OR SDR 26)AND Z WATER SERVICE 1"TYPE"K"COPPER WITH CURB STOP) G v IT 1 •'�--I UGE EXISTING UNDERGROUND ELECTRICAL LINE LO O UGG EXISTING UNDERGROUND GAS LINE 3 � ' I- — � � .� ��ii�IIIIII�III�II�IN� ��INI�NIII�NIINIMI�NN'�IIIININ��� � v v Notes ^,ow 1) SEE DETAIL SHEETS FOR SPECIFIC REQUIREMENTS FOR UTILITY INSTALLATION. 0v. y 1 yFILL V4 2) ALL UTILITIES SHALL BE INSTALLED PER CITY OF LINO LAKES DETAILS AND SPECIFICATIONS. O - 3) TRACER WIRE IS REQUIRED ON ALL SANITARY SEWER MAIN LINE AND SERVICES. F-+ �4 c/) Oz N V J w � � O SANITARY AND WATERMAIN PROFILE w U w Q 0 PROPOSED PROFILE 48"SAN. MH o RIM 900.30 900 ---- XItSTWG PROFILE- 900 -- - - U I I 0 I I 8-FT MIN.COVER z II U� 89511 895 w 11 8" DIP WM CL. 52 CONNECT TO EXISTING STUI CONNECT TO EXISTING STUB II � 8901 890 5 FEET z � II 173 L.F.8" PVC SDR 35 A1.00% INV. 889.19 1 1 EXISTING STUB _ _ JOB NO. 16-129 I I- 1 i INV.=8 7.46+/- 88-5 (VFRIF ) 885 O SHEET TITLE a+010 1+00 1+50 2+00 W VERTICAL STREET PLAN a LJ GRAPHIC SCALE & PROFILE 0 W SHEET NO. @ C 7 0 N SHEET 7 OF 9 ERICKSON CIVIL 333 North Main Street,Suite 201 TREE PLANTING SCHEDULE Stillwater,Minnesota 55082 Plant Name Latin Name Quantity Size Type Phone(612)309-3804 A Red Maple AcerRubrum 3 1-112"D/A. B&B vam.ericksoncivilsite.com B Northern Pin Oak Quercus ellipsoidalis 3 1-112"D/A. B&B Bit. Surface C White Cedar Thuja occidentalis 6 6-FT B&B DRAWING PHASE: OWNER REVIEW D White Spruce Picea glauca 6 8-FT B&B tI• AGENCY REVIEW E Black Walnut Juglans nigra 3 1-1/2"D/A. B&B BID DOCUMENT F Showy Mountain Ash Sol-bus decora 2 1-112"D/A. B&B CTION G River Birch Clump Betula nigra 2 8-FT CLUMP B&B FOR-BUILT DO UMEN I " � "� B&B AS DOCUMENT Bit. Trail H Prairie Fire Crab Apple Malus sp. Prainefire 6 1-1/2 Dia. Bit Trail .q - - — 11/14/2016 DATE: kpUTLOT "mA 5 / 4 O I I r 00 �D o OUTLOT A � < o ti I a ti `'.ti I III THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE 5 a ti I I LOCK PLUMBNESS OF TREES THROUGHOUT THE GUARANTEE PERIOD, U 3 �. " �� THEREFORE STAKING IS AT THE CONTRACTOR'S DISCRETION. 4.4 I I x I '1 � .4 ' I OC> 2 G 4 x3 POLY STRAP 2/3 UP TREE. y 4: -� DOUBLE STRAND 14 GA. GUY WIRE. 1` 4 4 LAYER OF SHREDDED rr 3 , o I y ti'4 HARDWOOD MULCH. ,,,, � TOP OF ROOTBALL SHALL BE 3" ABOVE O c 2I ' 4. . I > I TWO STORY BUILDING y.`' 4. � FINISH GRADE BEFORE BACKFILLING. y: ' ti TWO STORY BUILDING I I < y 20 0 20 40 60 FEET (UNLESS OTHERWISE NOTED) I� i GALVANIZED TURNBUCKLE. SEE SPECS. w 4 I L 6" SOIL SAUCER b a 4 I y ti AROUND TREE. CUT AND REMOVE BURLAP, TWINE, AND/ o ti I � � OR WIRE FROM TOP 1/3 OF ROOT BALL. I GRAPHIC SCALE TRENCH. ,� FLAG (ONE PER WIRE). 5 I I 4 VERTICALLY 4 BLOCK 1 EXISTING GRADE. CUT EDGE. �-+ 4 3 I I z ► II ti. I m = GUYING STAKE DRIVEN BELOW FINISH [� Legend ICI==a I= 1_lll GRADE.-III=III=III IIIIII = IIIIII PLANTING MIXTURE. SEE SPECS. x >,,, O 5 �-+ P4 CW/) 00 4 LOOSEN HARDPAN (8" MINEXTERIOR PROPERTY BOUNDARY .) 7O Z . , I DENOTES PROPOSED DECIDUOUS TREE 4 y a ti i I BALL DIA. + 24" ^ 5.4 I C/) S, I 6 ti a W I 5 I T I ti. ti DENOTES PROPOSED CONIFEROUS TREE ti CONIFEROUS TREE PLANTING Q 4.4 . A .: O 4. ce w 6 Notes ti I RI �99:1 tiBrant , . 6 4ti. I 2x ewer . 1) INSTALLING CONTRACTOR SHALL WARRANTY EACH TREE FOR A PERIOD OF TWO YEARS. f� 1? 0 �torn' `5 4ti d d��O' DO NOT CUT LEADER. Ad�� iLc`�<` THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE ; Q PLUMBNESS OF TREES THROUGHOUT THE GUARANTEE ' o PERIOD, THEREFORE STAKING IS AT THE CONTRACTOR'S GALVANIZED TURNBUCKLE. OPTIONAL, DISCRETION. SEE SPECS. 4'y. Bit Sun 4 POLY STRAP 2/3 GUYING CABLE @ 3 GUYS PER TREE AS z A ^r OT REQUIRED. OPTIONAL, SEE SPECS. vv�h .�,�.�_ v, c_v, a 4' ti Y v UP TREE OR TO - 1 ST BRANCH. a FINISH GRADE BEFORE BACKFILLING. U CUT AND REMOVE BURLAP, TWINE, AND/ o DOUBLE STRAND A OR WIRE FROM TOP 1/3 OF ROOT BALL. z 14 GA. GUY WIRE. o SEE PLAN FOR MULCH TYPE Uri FLAG (ONE PER WIRE). > TREE WRAP. EXISTING GRADE. LL TOP OF ROOT BALL SHALL BE 3"ABOVE GUYING STAKE TO BE DRIVEN BELOW FINISH GRADE. ..' PLANTING MIXTURE. SEE SPECS. o 3" SOIL SAUCER z AROUND TREE. LOOSEN HARDPAN (8" MIN.) JOB NO, 16-129 STAKE TO BE 18" BELOW TREE PIT IN UNDISTURBED GROUND. x BALL DIA. +24" SHEET TITLE u W LANDSCAPE 0 DECIDUOUS TREE PLANTING PLAN SHEET NO. w H 0 N O SHEET 1 OF 1 —Ism -4 4w IF Ems MM' Vb 41L 41 ....... ----- ... 0A 14A 1w F W17 44 fp Nl lt�' A 41AA fj -o ITS"I IRP iAr 'ALe "f#3 4- N 41:ARA", T7 7 14 T 4-0� -r, I r vir "4 �1_ _:L 0110 J., L'4 "ll. r�, mL A o�l F 1(W IP, --,Is It e,V. Le KV 7,C"L;'If .19 -- ., 11 't .- I , Z; 0-1 N 2, �1 .W�4 W W r 71 '74 SAN -1 -44 75, L All kII r k 10 4 Lill 7p W77 A . ��, 1;��Will W3 44 t W LN 3*n �e Ip F 'l�r" '0 blil gr WI p -1 Al`4 Pry P�ory""a,IRW4 ANRI; L lb 4 e� �'- .-lam` � - �-_�-- —�•�'_��. � , ' � F,� _ .r -s�� — - ,� ��-_ti�.r �1f-�a.'"M� � .�i�5[•k��' _ ���q �.� - i � ry r+� _ - .- a ,. , 1 � • - 4 AJY O in O CV U CD _ � C14 O 4c f7 LC� O m �£] O' CV cm.— in z C? E-= am m ti U Co fl Q i1 CU Q O_ C �_ x� C/7 CL- LPL W 40 C a J � R C N S v DRAWN BY: DESIGN BY: A.G. C.W.P. CHCKD BY: PROJ. NO. C.W.P. 14-1460 ORIGINAL DATE: MARCH 10, 2014 NORTHWEST CORNER SEC. 7, T.31, R.22 CENTUP\ Y F / 13 a" 5TH ADDMC 02 ............................................... ................... < .................................. ....... ................... > ................... ................................. ...................................................... -,ELS �.q 47 ............................ ............... ......................................................................... W - - an na .......................................................................................................................... ................................................................................................................................................... ............................ .......................... ..................... ................................................................... ................ B01 1L J Ip-15�S-nB-F.--__--1I.�.,I I.II I.-.-_....4--,.I II II.. 03'" a" ...................................................... .............. ................................... 62.00 62.00 62.00 ............... em ....... ............... so ............................................I.........."..............I..................... ............... ........................................................................... bz.vu II I .......... M4 eo ------------------------------------ .......... ..................... ............ ....... b2.00 62.00 67.po :.L.................... .......... - -- - - - ­�X�x F, '30,00 82.50 an ................. ............................................ ...................................................................................................... .............. -------- F------ PROPOSED DRAINAGE & UTILITY EASEMENT am 62.00 80*00i", 1" 30.00 ............................................40 - asr--- 69.00 a" 30 .............................................................................................. .......................... F--------- asMs- I iV.471 ------ --7:7 �,,j F--- 77�� r ------SM'I 11 v 00 T� 62.00 62.00 62.00 .......................................... ........... 0 � - ---- I on ----- - - 1010' 1 1 1 18,060 SF Z 62.00 384.31 91 ��\ 00 z 01 < I I I 62.00 62.00 am 8,060 SF Uj 66.40 62.57 ............... ... 56 7,ji-,F�-- 8su'. 1L C IIIK z 4-- < 3;1 Z:i V) Uj -to I ------ SF -Fssms E Uj ..............................._ 0 7 ---------- �Sala 0 U) 7 I < >_ . O,4W SF 0 yj iJ 0 Q - � 3 11010 1 1 uj C5 2 U) z I I -r-0 8,970 SF < 0If F- II fI 06 Lij 13 1 1 1 DR NAGE Al 2 ............. I ASEMENT )VItR C� 3 E ---j L------- Z 00 co 10 _L OF OU tO: 11) W i= ............................... 2 3: U) U) U) UJ 8,4_ SF K<t1: I IL ---- L.------- C/) W +r Z) D 8,060 SF 0 .................................................................. ....... Lo to 11-00' V) q 0=) U -e Uj 1-- Z < �50 30 P, W3 0 10� I 0 4 P 5 z 0 5; < 0 2 1 0 �10 10� I L--------- 0 0 _j _j _j .............. L------- ............................................................ ........................................................ L S L F < V) i - C, O_ [L EL z I QF L------- L 620bO ------ 62.00 U) Mk 5 62.00 L------------i L-------- A 4 62.00 62000 I -_ 5; 0 < < < k L---------- 62 0 139.54 3: 110101 30 LLI .......... 8 z z z -C,4 1 ............................................................... L----- 80.00 ........................ 62.00 ------- L-------- olp 69-00 U31 K) 10 8,346 SF ............... L -- J L_- 1 8 _J L----- 69.00 ............. ................................................... ........................................ .............................................................................am...................................................... DRAINAGE AND UTILITY EA ZMENT ROBIN I L ------- 62.0( .......... L/ 360 1 1 62.( 62.00 ...... EM .......... p c,,,- PER PLAT OF CENTURY FA 62.00 .......................... 66.97 .............. 62.00 62mjQ ------ a" .............. 546.50 ....................................................... V Lo co CD TH ADDITION ........... 0 NORTH 4 LLJ 113.97 ��62OE I .......... ...... / 0 ............................ .............. ............. v ...................... J'b ................... R 0 B I N SD N . .....479.98 < ................................................................................................................................................................ ........... C14 ................................ 1595.02 ............ ...... ...................................... .................................... 32.44 C� c�7-' % ...................................................... 2 0 0 1 N 88-06 43 P-1 6'43"E .......... ....................................... ............................ ....................................... ........... ....... .......... ........... .................. ............... 9M ........ 4 568.540 > .................... 141.85 50. 4 47-;;`,_" ............- .. ....................... ce) 00 131 76 1 kk IoL W7 J 1 60.50 80.Op.............. -------- 0') n : E cu LLJ 60. 0 .............. sz%,2.� ......................... 62. 0 F (0 y ..........62.00 -1 F----------I �v 62.00 62.00F-------- q LLJ 90.66 a,-- ............... -0 M (D W .......... V) 7 F---- I I Of _0 F--------I I I I I I lvd� -4�vz % I ------------ ------ 30 ............................................................... < F: 8,172 SF 0. .......... ........... < as, so Uj 0 10 101 I 25.qW E2 D cc 0 % ................................................................... 0 ..........................Uj --A Of S1 2 z 40.W �SB Ff 2 1/0 1 L _j r> b /V D LLij z 0 V_ < 0 OUTLOT B 1 77-- Li r- -7 U C 3 _j �5 .1 0...............: ZU <1 -0 L� 8 DRAINAGE AND! UTILITY .............. ............................................................................................. W W 0 <0 M 0 10,545 SF EASEMENT OVER 2 3 1>, �;� i�.. 5 -1 1 01� I > 9 75 Sr .................. ... ...... b ALL OF OUT(OT B 4 Cc: b Y*-. 0 45 S ,L Ll 8172".6F F .......... ............................... ................... EXISTING POND ................................. T ............. ...................................................................... ........... < U) .............. _j 04 < L) 0 BLD2 0 C) C�-z 010, ............. 5 30 EDS -----B 2LD�L ................ 62 < CN! L_DsBf 30 .......................................... III 1 0' r�II I�1 -- {�p1- I II II I �wue ��ec-\)f \\f m�C�a \nc{i` I uc,�� \im;•.., \..ae(�� m...\�\...,�;m\' � ��o;oe\,\ II UI 0............................ )*40'1 2"E U) a" 60.50 --- ------------------------ .7 / ............................. ILD ------JB 60.50 80.00 30.0o 30.00 138.041 N72 (.0 5 E C) 62.00 31.58",-,--- 62.00 62A00 6 0 95.13 @ a) W7 PROPOSED DRAINAGE & UTILITY EASEMENT W7 so ...................... 6i fill .............................. =3 < % ........................... -r- 0 ................... *3r 6' .......... 4b % 07 ...........................................................410.............................................. MORGAN LME SEC. 7, T.31, R.22 --WEST QUARTER CORNER .......... ............................................. ............... ................ .......... ................... 8 9 1 10 7 12 HOUSE < L -J L .................................. cc Q L ................ .......................... ................ PROPERTY DESCRIPTION ........... .................................................................................................... Lu DESCRIPTION - (Century Form outlot) .............................................................................. E cc OUTLOT A CENTURY FARM NORTH 5TH ADDITION Lam DESCRIPTION (Morell parcel) THAT PART OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 7, TOWNSHIP 31, LU RANGE 22. TYPICAL LOT EASEMENTS ca BEGINNING AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF PREPARED FOR: SECTION 7, TOWNSHIP 31, RANGE 22, THENCE SOUTH ALONG THE WEST LINE OF SAID SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 7, ON AN ASSUMED BEARING OF SOO 27'12"E A DISTANCE OF -----------------------------------------------------------------ei/--------------------------- --------------------------------------------- CENTURY FARM 120 FEET; THENCE N87 36' 19"E EAST A DISTANCE OF 360 FEET; THENCE, PARALLEL WITH SAID WEST -------- ---------- NORTH LINE OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER TO A POINT OF INTERSECTION WITH THE DEVELOPMENT, INC. ................................................................................................................ NORTH LINE OF SAID SOUTHWEST QUARTER OF THE NORTHWEST QUARTER; THENCE WESTERLY ALONG THE 5' < -0- . . ................................................................. ......................................................... ........................................... .................................................... NORTH LINE OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER TO THE POINT OF BEGINNING. 4- .......... HIGH LINE POLE ..........1 .......... .............................. SITE PLANNING N DEVELOPMENT DATA &ENGINEERING ...........................x...... .. ............................................................................... ................................................................... ........................... OUTLOT A, CENTURY FARM NORTH 5TH ADDITION = 9.81 ACRES ............ .............................. MORELL PARCEL = 0.99 ACRES .................. PLOWE ............ TOTAL GROSS AREA = 10.80 ACRES ....... 0 ......................................... 6776 LAKE DRIVE SUITE 110 4 LINO LAKES, MN 55014 .............................. PHONE:(651)361-8210 NOTES FAX: (651)361-8701 PROPOSED PLAT ZONING PUD DENSITY CALCULATIONS - AMENDED NORTH EXISTING PLAT ZONING R & PUD PRELIMINARY PLAT FOR CENTURY FARM NORTH MINIMUM LOT DEPTH 125 FEET MINIMUM LOT WIDTH 60 FEET ACRES MINIMUM LOT AREA 7,500 S.F. GROSS PROPERTY AREA 95.63 BUILDING SETBACKS WETLAND 12.72 0 30 60 STREET (LOCAL) = 25 FEET ARTERIAL (CR 53) ROW 1.28 Know what's below. STREET (COLLECTOR) = 40 FEET REAR = 25 FEET PARK DEDICATION 13.32 Cal I before you dig. I INCH= 60 FEET SIDE (PRINCIPAL) = 10 FEET L F 0 M1061 8,06_SF SF 8,06 1 IIFO4% L q�_�-•.\.2 C,4C 8,0 F8O; S z rill ill L11 TTH 251.1 0 44.4!;>`7,/ 0 5 SIDE (ACCESSORY) 5 FEET NET PROPERTY AREA 68.31 # UNITS 257 DENSITY 3.76 UNITS/ACRE PRELIMINARY PLAT CENTURY FARM NORTH - 6TH ADDITION CENTURY FARM NORTH 7TH ADDITION ERICKSON CIVIL NORTHWEST CORNER 333 North Main Street, Suite 201 SEC. 7, T.31, R.22 Stillwater, Minnesota 55082 w NORTH LINE OF THE SW 1/4 OF THE Phone (612) 309-3804 d- r— o NW 1/4 OF SEC. 7, T.31, R.22 o N www.ericksoncivilsite.com o co NORTHWEST CORNER o SW 1/4 OF THE NW 1/4 OF SEC. 7, T.31, R.22 _ z - - - - - - - - - - - T 1 E— 1649.54 — N88 06 0 I of i� —n ITS �,�� � � r- n ,��A X n I n,r� -T�F7 T� A r� r� � Tlnn F �L-_ I v 1 UI �- DTI \ lVl vUl I I F1 I IF— i L v� �i�'i �V�L- LEGEND o I � r/ / O DENOTES FOUND Y2 INCH IRON PIPE MARKED BY RLS NO. 41578 N� I /�r-n ,�-/ /�� �� r- n ��n e n Ind) 1 r DENOTES FOUND Y2 INCH IRON PIPE MARKED BY RLS NO. 17765 i `r TT 1 �n���i Ti Ui�v� N8800614311E 251e64 ___—`` Q DENOTES ANOKA COUNTY CAST IRON MONUMENT / -- -19.20 — — — — — — DENOTES SET Y2 INCH IRON PIPE MARKED BY A PLASTIC CAP ORIGINAL SCALE 232.44 \ \ (�� 0 INSCRIBED "RLS 10938" 1 INCH = 20 FEET 90.59',�'� OUTLOT A !o 20 0 20 40 60 FEET NOTES ti i r op`b/ 1) ORIENTATION OF THIS BEARING SYSTEM IS BASED ON THE / V�� RECORDED PLAT OF CENTURY FARMS 6TH ADDITION. \ �, SCALE IN FEET o ^�✓ ' i �`� DRAINAGE& UTILITY EASEMENT M ^`,� g� J ;'�� rJ � ' r J S88009'23"W 88.00 </ I � (� J n /. -70 ; \ `� "J ^ ` DRAINAGE& UTILITY EASEMENT \ co J ` - OUTLOT A o 1 Owners Certificate Surveyors Certificate \J` N88009'23"E 88.00 S88009'23"W 88.00 I«� ;•r; KNOW ALL MEN BY THESE PRESENTS: That LINO LAKES TOWNHOMES, LLC,a limited liability I, Paul A.Johnson,Licensed Land Surveyor,do hereby certify that I have surveyed or directly company under the laws of the State of Minnesota,owner of the following described property,situated in supervised the survey of the property described on this plat;prepared this plat or directly B Nthe City of Lino Lakes,County of Anoka,State of Minnesota: supervised the preparation of this plat;that this plat is a correct representation of the boundary LOCK 2 'moo ~ I — — — survey;that all mathematical data and labels are correctly designated on this plat;that all monuments depicted on this plat have been correctly set;that all CD -P o OUTLOT C,CENTURY FARM 6TH ADDITION,Anoka County,Minnesota. water boundaries and wet lands,as defined in Minnesota Statutes,Section 505.01,Subd.3,as of the date of the surveyors certification are shown and labeled o0 1 0 2 L� on this plat;and all public ways are shown and labeled on this plat. Has caused the same to be surveyed and platted as CENTURY FARM NORTH 7TH ADDITION and does CIO S88009'23"W 88.00 �E, hereby dedicate or donate to the public for public use forever the drainage and utility easements as shown Dated this day of 12016. N88009'23"E 88.00 ' - on this plat. IcJ o — -'°;h' In witness whereof said LINO LAKES TOWNHOMES,LLC,a limited liability company under the laws of Paul A.Johnson,Land Surveyor J 'r o 1 N o o ,T I� 3 0 J the State of Minnesota, has caused these presents to be signed by its proper officer this day Minnesota License No. 10938 / 2 Cn 0 0 0 �` o f of 2016. LC)00 CD S88°09'23"W 88.00 N ti) I�? Signed: LINO LAKES TOWNHOMES, LLC COUNTY OFINNESOTA WASH NGTON N88°09'23"E 88.00 0 rri Cn 1.� IcJ The foregoing Surveyor's Certificate was acknowledged before me this day of 2016,by Paul A.Johnson,Land Surveyor. N cn o — Name and Title z N BLOCK 1 o o o0 o STATE OF Todd A.Erickson 0 0 ow S88°09'23"W 88.00 it I�? COUNTY OF Z N88°09'23"E 88.00 -� Notary Public,Minnesota _ r T i -T- , n n T n n I rr �; My Commission expires January 31,2019 T i �,�) n ���A n Invl j\� I r 1 1 r 1 -i L J L� I U, ,V c, I J The foregoing Instrument was acknowledged before me this day of L_ v I l J 1 \ I i i i l \ I V l 2016,by of LINO LAKES City of Lino Lakes a ;�'8:'°„0'1 N oo C, 1— — — — TOWNHOMES,LLC,a limited liability company under the laws of the State of Minnesota,on behalf of the MC-" N3 4o 0 0 company. We do hereby certify that on the day of 2016,the City Council of the City of Lino Lakes, Minnesota,approved this plat. Lf� o o Also,the conditions of Minnesota Statutes,Section 505.03,Subd.2,have been fulfilled. o i S88°09'23"W 88.00 r N88009'23"E 88.00 d'° Signature �i 9 5 Z �, I — — — Mayor Clerk 6o i-- Print Name o OCno Department of Property Records and Revenue 00 M i I`J Notary Public, My Commission Expires Pursuant to Minnesota Statutes,Section 505.021,Subd.9,taxes payable in the year 2016 on the land hereinbefore described have been paid.Also, pursuant N8800923"E 88.00 N88 09 23 E 83.38 J'U' �� to Minnesota Statutes,Section 272.12,there are no delinquent taxes and transfer entered this day of 2016. N DRAINAGE& UTILITY EASEMENT - 6 0 - - 30.46 - oo \�\- 93*65 r <-'° Property Records and Revenue S8705715411W �•I.`J ^CD By -T- �A\vvl S88009'23"W 88.00 _ �- A i�i v i `t I F S Deputy /` ` ` �1 / Nvl-r U i\ I I i � County Surveyor O U T LOT A�, 4. � \ `� Pursuant to Minnesota Statutes,Section 383A.42,this plat is approved this day of ,2016. DRAINAGE& UTILITY EASEMENT v Larry Hoium, RLS — — CV Anoka County Surveyor ------ S8801710011W 128094 Cv ,,� e� County Recorder �-4 -,,,r- County of Ramsey,State of Minnesota — I hereby certify that this plat of CENTURY FARM NORTH 7TH ADDITION was filed in the office of the County Recorder for the public record on this day �.�.VLJ I '7�n n�� 7`� Mtn of 2016,at o'clock M.and was duly filed in Book of Plats, Page as Document \ 3C/� I I nL) /A/A /�f' I /TlI lT\/ r-A ^r-A Ar-n IT Number v V/\/1//Vi'-I\7L_ I V l lL_l I I L_IVIL_l V l II I I Deputy County Recorder