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Home My WebLink About08/12/2015 P&Z PacketCITY OF LINO LAKES PLANNING & ZONING BOARD MEETING Wednesday, August 12, 2015 6:30 p.m. Council Chambers Please be courteous and turn off all electronic devices during the meeting. ACF.NIIA 1. CALL TO ORDER AND ROLL CALL 2. APPROVAL OF AGENDA 3. APPROVAL OF MINUTES: July 8, 2015 4. OPEN MIKE 5. ACTION ITEMS A. PUBLIC HEARING: Conditional Use Permit-Morell Earth Moving/Borrow Pit Excavation at 7860 Sunset Avenue B. NorthPointe 3rd Addition 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 : July 8, 2015 TIME STARTED : 6:38 P.M. TIME ENDED : 7:24 P.M. MEMBERS PRESENT : Neil Evenson, Michael Hyden (Vice Chair), Matthew Kassner, Perry Laden, Lou Masonick, Michael Root, Paul Tralle (Chair) 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 6:38 p.m. on July 8, 2015. IL APROVAL OF AGENDA y The Agenda was approved as presented. we III. APPROVAL OF MINUTES: June 10, 2015 Mr. Hyden made a MOTION to approve the June 10, 2015 Meeting Minutes. Motion was supported by Mr. Laden. Motion carried 6 - 0. (Tralle abstained.) IV. OPEN MIKE Chair Tralle declared Open Mike at 6:40 p.m. There was no one present for Open Mike. Mr. Hyden made a MOTION to close Open Mike at 6:40 p.m. Motion was supported by Mr. Masonick. Motion carried 6 - 0. (Tralle abstained.) DRAFT MINUTES Planning & Zoning Board July 8, 2015 Page 2 V. ACTION ITEMS A. PUBLIC HEARING to consider rezoning certain properties along Lake Drive from R-1, Single Family Residential and R-1X, Single Family Executive Residential to R, Rural Katie Larsen, City Planner, apologized for the video difficulties. In the absence of the video technician, city staff was unable to record the meeting. If anyone has any questions about the meeting, please contact Ms. Larsen. Ms. Larsen presented the staff report. Staff recommends approval of the rezoning. Chair Tralle questioned how a church was going to be built on this site. Ms. Larsen clarified that it was an allowed use and explained the regulation. Prompted by Mr. Laden, Ms. Larsen discussed the differences between farm animal regulations and housing regulations between R, Rural and R-1X, Single Family Executive Residential. Mr. Masonick wondered if there is going to be a trend of allowing small lot sizes in a Rural zone. Ms. Larsen discussed that this area probably should have been zoned Rural all along and to keep in mind that the lack of utilities are consistent with Rural zones. Mr. Evenson asked if the seaplane base will be rezoned once it is hooked up to City utilities, in which Ms. Larsen replied that it will remain in a Rural zone even if utilities become available. He also requested clarification on the calculation of animal units and Ms. Larsen was able to explain how animal units are determined. Mr. Hyden and Mr. Masonick had questions about hooking up to City utilities when houses are sold and payment of assessment fees, which Mr. Larsen clarified. Mr. Root voiced that he finds the rezoning to be an acceptable solution, as it gets rid of spot zoning, cleans up the airport properties, and removes non-conformance. Mr. Hyden expressed that he does not want to see the seaplane base go away and that he appreciates how unique the airport is. Chair Tralle declared the Public Hearing open at 7:15 p.m. Bruce Hanson, 6980 Lake Drive, is the owner of the seaplane base and wanted to point out that the property will always remain an airport property. Kennedy Stanek, 6970 Lake Drive, discussed her involvement with 4H. Linda Jensen, 6974 Lake Drive, thanked city staff for the rezoning. Ms. Jensen is pleased with the outcome and is glad to be working with the city. DRAFT MINUTES Planning & Zoning Board July 8, 2015 Page 3 Kevin Vito, 6974 Lake Drive, mentioned that he has not gotten involved with 4H yet, but he is thinking about it. Mr. Hyden made a MOTION to close the Public Hearing at 7:21 p.m. Motion was supported by Mr. Evenson. Motion carried 6 - 0. (Tralle abstained) Mr. Root made a MOTION to recommend approval of the rezoning. Motion was supported by Mr. Kassner. Motion carried 6 - 0. (Tralle abstained.) VI. DISCUSSION ITEMS A. Proiect Updates Ms. Larsen provided an update of current city projects. VII. ADJOURNMENT Mr. Hyden made a MOTION to adjourn the meeting at 7:24 p.m. Motion was supported by Mr. Evenson. Motion carried 6 - 0. (Tralle abstained.) Respectfully submitted, Nicole DeDeyn Community Development Assistant r le DRAFT MINUTES PLANNING & ZONING BOARD AGENDA ITEM 5A STAFF ORIGINATOR: P & Z MEETING DATE REQUEST: CASE NUMBER: APPLICANT: REVIEW DEADLINE: Katie Larsen, City Planner August 12, 2015 PUBLIC HEARING Morell Earth Moving/Borrow Pit Excavation Conditional Use Permit CU 2015-001 Jeff Morell 7860 Sunset Avenue Lino Lakes, MN 55014 Complete Application Date: July 9, 2015 Environmental Board Meeting: NA Park Board Meeting: NA Planning & Zoning Board Meeting: August 12, 2015 Council Work Session Meeting: September 7, 2015 Council Meeting: September 14, 2015 60-Day Review Date: September 7, 2015 120-Day Review Date: November 6, 2015 BACKGROUND Jeff Morell submitted a Land Use Application for a conditional use permit for earth moving/borrow pit excavation on his property located at 7860 Sunset Avenue (PID #07- 31-22-23-0005 and #07-31-22-23-0006). The material excavated from the borrow pit will be used for fill in Century Farm North 61h Addition. The following staff report is based on the plan set prepared by Plowe Engineering, Inc. dated July 10, 2015 and received by the City on July 9, 2015. ANALYSIS The 2 parcels are approximately 9.7 acres and located east of Sunset Avenue/CR 53. The disturbed area is approximately 1.1 acres and approximately 9,500 cubic yards (950 loads) of granular material is anticipated to be excavated out of the borrow pit. Approximately 3-4 truck trips per hour are expected during hours of operation. Maximum depth of the borrow pit will be 14 feet with 4:1 and 3:1 slopes and a 10 foot wide safety bench. Excavation will run concurrently with the grading and fill needed for Century Farm North 6th Addition and is anticipated to operate for 3-6 weeks starting late September. The grading shall be in compliance with the approved grading plan for Century Farm North 6th Addition. The borrow pit will remain open and seeded similar to a stormwater pond. Future development of the Morell parcels may require filling in the borrow pit if the area is to be dedicated to the City for additional parkland. Access Material between the borrow pit and Century Farm North 6th Addition will be transported across undeveloped city park property. A temporary access easement will be required. Equipment and vehicles shall not use the improved section of Robinson Drive for access to the borrow pit. The hauling, dumping and grading of excavated materials shall occur within the boundaries of Century Farm North 6th Addition. Materials are not to be exported outside these boundaries. Truck traffic would not access CR 53 except for mobilization, refueling and maintenance. Wetlands Wetlands are shown on the plan sheet and do not appear to be impacted by the borrow pit. Per RCWD CAPROC #15-018 dated March 11, 2015, a wetland delineation was completed onsite in 2013 by Wenck Associates and runs along the western, northern, and southwestern border of the borrow pit site. The estimated wetland boundary is shown to be sufficiently distant from the proposed areas of disturbance; further, the proposed project will not impact any wetlands. Public Ditch Public ditch ACD 10-22-32 bisects the property north to south and the borrow pit is to the east of the ditch. RCWD CAPROC #15-018 dated March 11, 2015 requires the extent of the project in the borrow area include a 16.5 foot setback from the adjacent ditch bank. Floodplain The current 1982 FEMA FIRM does not indicate floodplain in the area. RCWD CAPROC #15-018 dated March 11, 2015 states no floodplain impacts are proposed on site. Grading and Drainage A Grading, Drainage & Erosion Control plan was submitted and has been reviewed by the City Engineer and Environmental Coordinator. Please see attached comments. Comprehensive Plan and Zoning The parcels are guided for medium density residential development and are currently zoned R, Rural. Section 1007.050, Earth Moving and Land Reclamation states earth removal shall be permitted in all zoning districts and establishes conditions that must be met. Tree Preservation Plan A tree preservation plan is not required. There are no significant trees within the excavation area. Surrounding Parcels Direction Zoning Existing Land Use Future Land Use North PUD (residential) Vacant Residential Medium Density Residential South PUD (residential) Vacant Rural Medium Density Residential East PUD (residential) Undeveloped Park Park CR 53 & City of CR 53 & City of Blaine CR 53 & City of West Blaine Blaine Conditional Use Permit The Planning and Zoning Board shall recommend a conditional use permit and the Council shall order the issuance of such permit only if it finds the following criteria have been met: 1. The proposed development application has been found to be consistent with the policies and recommendations of the Lino Lakes Comprehensive Plan including: a. Land Use Plan. b. Transportation Plan. c. Utility (Sewer and Water) Plans. d. Local Water Management Plan. e. Capital Improvement Plan. f. Policy Plan. g. Natural Environment Plan. The proposed earth moving/borrow pit excavation is consistent with the Comprehensive Plan. The grading plan and earth moving operation have been reviewed by City staff and RCWD. The excavation is temporary and will not have a negative impact on land use, transportation, utilities or the environment. 2. The proposed development application is compatible with present and future land uses of the area. The proposed earth moving/borrow pit excavation is compatible with present and future land uses of the area. The excavation is temporary. Present land use is rural and vacant rural with a single family home. Future land use is medium density residential. Earth moving is allowed in all zoning districts with conditions. 3. The proposed development application conforms to performance standards herein and other applicable City Codes. The proposed earth moving/borrow pit excavation conforms to the performance standards of the City Code with conditions as established. The plans have been reviewed by City staff and RCWD. 4. Traffic generated by a proposed development application is within the capabilities of the City when: a. If the existing level of service (LOS) outside of the proposed subdivision is A or B, traffic generated by a proposed subdivision will not degrade the level of service more than one grade. b. If the existing LOS outside of the proposed subdivision is C, traffic generated by a proposed subdivision will not degrade the level of service below C. al c. If the existing LOS outside of the proposed subdivision is D, traffic generated by a proposed subdivision will not degrade the level of service below D. d. The existing LOS must be D or better for all streets and intersections providing access to the subdivision. If the existing level of service is E or F, the subdivision developer must provide, as part of the proposed project, improvements needed to ensure a level of service D or better. e. Existing roads and intersections providing access to the subdivision must have the structural capacity to accommodate projected traffic from the proposed subdivision or the developer will pay to correct any structural deficiencies. f. The traffic generated from a proposed subdivision shall not require City street improvements that are inconsistent with the Lino Lakes Capital Improvement Plan. However, the City may, at its discretion, consider developer -financed improvements to correct any street deficiencies. g. The LOS requirements in paragraphs 1. to 4. above do not apply to the I- 35W/Lake Drive or I-35E/Main St. interchanges. At City discretion, interchange impacts must be evaluated in conjunction with Anoka County and the Minnesota Dept. of Transportation, and a plan must be prepared to determine improvements needed to resolve deficiencies. This plan must determine traffic generated by the subdivision project, how this traffic contributes to the total traffic, and the time frame of the improvements. The plan also must examine financing options, including project contribution and cost sharing among other jurisdictions and other properties, that contribute to traffic at the interchange. h. The City does not relinquish any rights of local determination. Traffic generated by excavation of the borrow pit will be temporary and is within the capabilities of the City. Material transport between the borrow pit and fill location (Century Farm North 6th Addition) will be across undeveloped city park property. A temporary access easement will be required. Equipment and vehicles shall not use the improved section of Robinson Drive for access to the borrow pit. The hauling, dumping and grading of excavated materials shall occur within the boundaries of Century Farm North 6th Addition. Materials are not to be exported outside these boundaries. Truck traffic would not access CR 53 except for mobilization, refueling and maintenance. 5. The proposed development shall be served with adequate and safe water supply. The proposed earth moving/borrow pit excavation does not require service by a water supply. 5 6. The proposed development shall be served with an adequate and safe sanitary sewer system The proposed earth moving/borrow pit excavation does not require service by sanitary sewer. 7. The proposed development shall not result in the premature expenditures of City funds on capital improvements necessary to accommodate the proposed development. The proposed earth moving/borrow pit excavation shall not expend City funds. 8. The proposed development will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons, property, or the general welfare because of excessive production of traffic, noise, smoke, fumes, glare, or odors. The proposed earth moving/borrow pit will not be detrimental to any persons or property. Hours of operation, noise and erosion/dust control measures will be enforced. 9. The proposed development will not result in the destruction, loss, or damage of a natural, scenic or historic feature of major importance. The proposed earth moving/borrow pit will not result in the destruction, loss or damage of natural, scenic or historic features. The existing wetlands and public ditch system will not be affected by the activities. No scenic or historic features exist in the area. In addition to the criteria established under Section 1007.016, Conditional Use Permits, Section 1007.050, Earth Moving and Land Reclamation establishes the following conditions that shall be met: (a) Properly fence any pit or excavation, and barricade entrances to prevent the general public from depositing garbage or refuse. (b) Slope the banks, and otherwise guard and keep any pit or excavation in such condition as not to be dangerous because of sliding or caving banks. (c) Properly drain, fill, or level off any pit or excavation so as to make the same safe and healthful as the permitting authority may determine. (d) Limit the depth of such excavation to an elevation no lower than the minimum floor elevation for building construction as established by the City Engineer, so as not to diminish development potential of the parcel. Con (e) Limit any fill material to clean fill, defined as rock, sand, gravel, clay, or other like and similar non -decomposable material. Concrete, asphalt, metal, wood, and other debris shall be prohibited. (f) Require that all decomposable material, or other unsuitable foundation material, be removed from an area before deposition of fill begins. (g) Prepare a site plan showing existing and proposed grade elevations and effect of storm water drainage on adjacent areas. (h) Specify a time when the excavation or land reclamation project shall be completed. (i) Place a minimum of four (4) inches of top soil over the completed project and establish appropriate ground cover within sixty (60) days of completion, or in a time period consistent with the City's stormwater management and pollution prevention plan. 0) Reimburse the City for the cost of periodic inspections by the City for the purpose of determining that the terms under which the permit has been issued are being complied with. (k) Implement the tree preservation plan. (Not applicable) (1) In addition to a conditional use permit, the City Engineer may determine that permits in excess of twenty-five thousand (25,000) cubic yards require the applicant to conduct a neighborhood meeting and to notify affected property owners within one - quarter (1/4) mile. (Not applicable) (m) Post a form of security and sum as the permitted authority may require, running to the City, conditioned to pay the City the cost and expense of repairing or cleaning any highways, streets, or other public ways within the City made necessary by the special burden resulting from transporting thereon by the applicant material to or from the site, the amount of such cost to be determined by the Council; and conditioned further to comply with all the requirements of this Ordinance and the particular permit, and to save the City free and harmless from all suits or claims for damages resulting from the negligent excavation, removal, storage, or filling of rock, sand, dirt, gravel, clay, or other like material within the City. (n) Other conditions deemed appropriate to the application by the permitting authority. Environmental Board The Environmental Coordinator and Board will review and comment on the proposal at their August 26, 2015 meeting. 7 Development Agreement for Grading A Development Agreement for Grading incorporating both the earth moving/borrow pit excavation and Century Farm 6th Addition grading shall be drafted by the City, executed by the City and the developer and recorded by the developer. A grading permit and securities shall be deposited by the applicant. RECOMMENDATION Staff recommends approval of the conditional use permit for earth moving/borrow pit excavation subject to the following conditions: 1. All comments from the City Engineer letter dated August 4, 2015 shall be addressed. 2. A Temporary Access Easement shall be drafted by the applicant and submitted to the City for review and recording. 3. A Development Agreement shall be drafted by the City and executed by both parties and recorded. 4. Soil borings for the borrow pit area shall be submitted. 5. Traffic Generation: a. Equipment and vehicles shall not use the improved section of Robinson Drive for access to the borrow pit. b. The hauling, dumping and grading of excavated materials shall occur within the boundaries of Century Farm North 6th Addition. c. Materials shall not be exported outside these boundaries. d. Truck traffic shall not access CR 53 except for mobilization, refueling and maintenance. ATTACHMENTS 1. Site Location Map 2. Aerial Map 3. Reference Map of Century Farm North 6th and Morrel Borrow Pit 4. City Engineer letter dated August 4, 2015 5. Grading, Drainage & ESC Plan dated July 10, 2015 N. 10 - Aerial Map N 0 200 400 800 CITY 0F W �/� ,E Feet LINO LAKES Morell Borrow Pit s. n 131 3 x 135. 137 N C I T Y O F M o re I I Borrow Pit W E 0 100 200 40Feet LNOL KES s ■ IWVB & Assocengineering • planning • environmental • construction Memorandum To: Katie Larsen, City Planner From: Diane Hankee PE and Ed Youngquist Date: August 4, 2015 Re: Morell Borrow Pit Plan Review WSB Project No. 2988-030 701 Xenia Avenue South Suite 300 Minneapolis, MN 55416 Tel: 763-541-4800 Fax: 763-541-1700 The Borrow Pit submittal document received on July 12, 2015 and reviewed here within, included the following: 1. Full size Final Plan prepared by Plowe Engineering, Inc. dated July 10, 2015. 2. Email from Adam Ginkel to Katie Larsen dated August 3, 2015. 3. RCWD 15-018 CAPROC General Comments: 1. Obtain permits for the project: NPDES permit, City of Lino Lakes grading permit Grading Plan and Drainage Comments: 1. Project cannot disrupt or otherwise alter existing surface water drainage patterns. Existing drainage patterns flow from east to west. 2. Prevent general public access and maintain safe site conditions per City Ordinance. 3. Future filling of the site will require an additional CUP or Site Development Agreement. This CUP and grading permit does not include borrow pit fill. 4. Require that all decomposable material, or other unsuitable foundation material, be removed from the area before deposition of fill begins. 5. The excavation of land reclamation project shall be completed by November 30, 2015 and the site restored. 6. Place a minimum of four (4) inches of topsoil over all disturbed areas, including haul road, and establish ground cover in a time period consistent with the City's SWPPP. 7. Show location of rock construction entrance on plan. 8. Acquire temporary access easement across city owned property. 9. Soil boring data shall be provided. St. Cloud • Minneapolis • St. Paul Equal Opportunity Employer wsbeng.com S:\CommwityDevelopmmt\Projeas\Plnning Cases\Morell Borrow Pit CUP\Staff Reports\20150812 P&Z\4 20150804 City Engineer Letter Morell Borrow Pit.dm ORROW PIT GRADING, DRAINAGE& ESC PLAN LINO LAKES, MN GRADING, DRAINAGE & ESC NOTES 1) PRIOR TO ANY GRADING OPERATIONS, THE CONTRACTOR SHALL INSTALL PERIMETER SILT FENCE AS SHOWN ON PLAN. (CONTACT CITY AND RICE CREEK WATERSHED DISTRICT TO INSPECT EROSION CONTROL MEASURES PRIOR TO GRADING OPERATIONS.) ADDITIONAL SILT FENCE MAY BE NECESSARY IF LOCAL CONDITIONS REQUIRE. 2) THE CONTRACTOR SHALL PERFORM SITE GRADING ON AN AREA -BY -AREA BASIS TO MINIMIZE UNSTABILIZED AREAS. AS EACH AREA IS COMPLETED, ALL EXPOSED SOILS MUST HAVE TEMPORARY EROSION CONTROL PROTECTION OR PERMANENT COVER WITHIN SEVEN (7) DAYS. 3) THE CONTRACTOR SHALL PAY SPECIAL ATTENTION TO ALL ADJACENT PROPERTY LINES AND MAKE SURE THE EROSION CONTROL PRACTICES INPLACE IN THOSE AREAS PREVENT MIGRATION OF SEDIMENT ONTO ADJACENT PROPERTIES. 4) THE CONTRACTOR SHALL MAINTAIN SILT FENCE, INCLUDING THE REMOVAL OF ACCUMULATED SEDIMENT, THROUGH ESTABLISHMENT OF VEGETATION. 5) IF ANY SLOPES APPEAR TO BE FAILING, THE CONTRACTOR SHALL PROVIDE ADDITIONAL SILT FENCE, BIOROLLS AND EROSION CONTROL BLANKET AS NEEDED. 6) ADJACENT STREETS SHALL BE KEPT CLEAN OF CONSTRUCTION MATERIALS, DIRT, AND OTHER UNDESIRABLE MATERIALS. WHEN MATERIALS OR DEBRIS HAVE WASHED/FLOWED ONTO ADJACENT STREETS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO SWEEP/SCRAPE STREETS AS NECESSARY OR AS DIRECTED BY THE CITY. 7) THE CONTRACTOR SHALL PROVIDE ALL SOD, SEED, MULCH AND FERTILIZER WHICH SHALL CONFORM WITH THE FOLLOWING MNDOT SPECIFICATIONS AS MODIFIED BELOW. ITEM MNDOT SPECIFICATION/NOTES SOD 3878 SEED ** 3876 TEMPORARY FALL COVER SPRING/SUMMER SOIL -BUILDING COVER 1-2 YEARS COVER 2-5 YEARS COVER MNDOT MIX 21-112 (100 LBS/ACRE) MNDOT MIX 21-111 (100 LBS/ACRE) MNDOT MIX 21-113 (110 LBS/ACRE) MNDOT MIX 22-111 (30.5 LBS/ACRE) MNDOT MIX 22-112 (40 LBS/ACRE) MULCH 3882 (TYPE 1 - DISC ANCHORED) FERTILIZER 3881 WOOD FIBER BLANKET 3885 (CATEGORY 2) ** SEEDED AREAS SHALL BE EITHER MULCHED OR COVERED BY FIBROUS BLANKETS TO PROTECT SEEDS AND LIMIT EROSION. CIT OF LN J KES 8MgXIM�M I GEOTEXTILE WITH NET BACKING Know what's below. r' I hefore you dig. LEGEND 9EXISTING CONTOUR 928 28 x 898,17 EXISTING SPOT ELEVATION wet ESTIMATED EDGE OF WETLAND 928 PROPOSED CONTOUR 930 S- PROPOSED SILT FENCE PROPOSED DIRECTION OF DRAINAGE APPROX. HAUL ROAD LOCATION EXISTING AND PROPOSED ELEVATIONS BASED ON NAVD 88 MISCELLANEOUS INFORMATION 1) APPROX. DISTURBED AREA = 1.1 ACRES 2) APPROX. EXCAVATED VOLUME = 9,500 CUBIC YARDS 3) BORROW PIT EXCAVATION TO OCCUR CONCURRENTLY WITH "CENTURY FARM NORTH 6TH ADDITION" GRADING OPERATIONS 4) NO IMPERVIOUS SURFACE PROPOSED 5) AN NPDES PERMIT IS REQUIRED (DISTURBED AREA GREATER THAN 1 ACRE) 5' METAL OR 2"x2"WOOD FENCE POST BACKFILL GEOTEXTILE TO OVERLAP THROUGH TRENCH. 1RENCN 6„ MIN' NOTES: 1. SILT FENCE SHALL CONFORM TO MNDOT 3886, (GTF 100 OR EQUAL) 2. FENCING SHALL BE PLACED ALONG CONTOURS OR AS DIRECTED BY ENGINEER. MAY, 2013 ROCK CONSTRUCTION ENTRANCE GEN-17 clr of IN KE SILT FENCE of E2-0� 0 ROG�\ON 9+00 --f - -T -I^- - ROBINSO QRIVE - : -� :x 898.88 .. ' .. •• ..... LOCATION TEMPORARY EASEMENT ATE HAUL ROAD S- t S. gSS .. }em ' } OVER CITY PROPERTY REQUIRED) x 897.61'�:-�8M - 6M S x898.65 ...............x898.04 x898.91 896.01'• ': x 897.72898. ,. _. (�! 9 4 x897.41 x 897.69 .'' x 89Fj.90 o�• dW : �U` '. 897.08 x 897.72 ANOKA COUNTY DITCH x898.23 �U,: nN yrn 10-22-32 BRANCH 1 x 897.41 x 898.53 NWL 895.2 x sss.�a HWL 897.3 = I�z �9, WE T A NID4 x 7 •: :: ': x 897.48 N :: rn ....... wetwet� :, x 895.9 :, :• x 897.75 / -� WBgJ .............. x 8. - 'Met x 8 6:93 x 897 37 x 898.56 • •. x 89 .83 G ' \ a9972 .:mom'm ... 898 72 Tom° p ct9i• mp, 897.44 x 898.16 DG' x o �Ir x 897.31 d) c Lo m j x 898,8 ' 0 x 895,89 .A 8j6,37 ..X x897.83: y 89853 .•'•90 \ W x 2 897.33 C .86 c m �i x 9 1 89&7 .9 .6 899.36 F x :9xo9oi 8 "899.. . 8.1 / x 900.77 x '"•'. ' 8 9. 4 x 9 x 897.60 BORROW PI T9 5 -acP m x 9 1 N to 10, 3:1 x 899 40 89 �.. 'r t �p '.x8 7.72 ' to ` ` to } = of '. x 899.31 b;.W P; wet-^ x 898.0 ` T"897.77. m. x 899.2 8 9. x a o _7? X'898.94 x9 '1 x 89 .4 p, "9 �rn 8 9 54 CP x 9 4 'ip x901.3 :•.60106 x t�.. '•x • 9. 4 0 9 0 :.'.-vco cn: •: ,C o x 8 9 2 X iP % �1G 0 •. co ... t98-am r -\� x 9 0. 7 x 9 66 s x.'. o0 9.. N 9 r„:: fi '::� •: i x 899.00 p ' 10 4OC 6' �• x 898. x 98 8d N \lll/ x8979 .':? •:, •':• . '. . • :•• • • x 899. 8 99.1 .. '. 0 w - % `fly x 89 7.56 .. •� . .v :�, '': ' .'' �pQ Vo x 900 65'••'::• x 899 79'•., 899.19'•, x 898.58 . "'.x 898.4x3 .......... '...........•'� x 897.47 z 9b 92 2 x 898.53 x 898.98 x 899.15 4:1 x 899.16 0 x 898.99 9 91 x 898.57 x89 _/6 x 898.34 x 89 A x 897.86 x 89 0 x 897.47 897 80 x896.93 x 898.39 x 897.21 . x 897.72 oi. �fl X: •''X o� x 897.46 10 1191, ce x 896. 43 FNDIP.5 MAV, 2013 GEN-16 Irt x x x 897.1.3. %6 T, 898 .7041 '897..... x 896.87 DRAWN BY: DESIGN BY: C.M. A.G. x 898.86 CHCKD BY: PROJ. NO. C.W.P. 15-1529 ORIGINAL DATE: 98.94 ° FEBRUARY 25, 2015 w z O w CL ILL! Z O0 O a z U z w w w O O O w U O Qf Ix m a) E m L cz L 0 c CoL U n � c c� • � C7 •co O W C •� � � C 0 'tom :E cun) N co U M O m M w Q 0 z J a y `y w Z 06 = w CD CD 0 CD z Z p PREPARED FOR: JEFF MORRELL SITE PLANNING & ENGINEERING PLOWE ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 NORTH I 0 15 30 1 INCH = 30 FEET C1 PLANNING & ZONING BOARD AGENDA ITEM 5B STAFF ORIGINATOR: P & Z MEETING DATE REQUEST: CASE NUMBER: Katie Larsen, City Planner August 12, 2015 NorthPointe 3rd Addition Final Plat FP2015-003 APPLICANT: Tony Emmerich Construction, Inc. Attn: Larry Olson 1875 Station Parkway NW Andover, MN 55304 REVIEW DEADLINE: Complete Application Date: June 22, 2015 60-Day Review Deadline: August 24, 2015 120-Day Review Deadline: October 23, 2015 Environmental Board Meeting: NA Park Board Meeting: NA Planning & Zoning Board Meeting: August 12, 2015 Tentative City Council Work Session: August 24, 2015 Tentative City Council Meeting: August 24, 2015 BACKGROUND NorthPointe is a PUD residential subdivision located northeast of the intersection of Birch Street and 20d' Avenue South/CSAH 54. The preliminary plat is 94.09 gross acres and consists of a residential density mix of single family lots and an 88 unit senior multi- family residence. The following is a breakdown of unit development: • 216 Single Family Units (215 new lots + 1 existing home) • 11 Future Single Family Units (future development of existing home) • 88 unit multi -family • 315 TOTAL UNITS 1 The applicant has submitted a land use application for final plat of NorthPointe 3rd Addition. This review is based on the NorthPointe 3rd Addition street and utility plan set and final plat dated June 22, 2015 and prepared by Carlson McCain. Previous Council Actions: • March 10, 2014: NorthPointe PUD Development Stage Plan/Preliminary Plat, Resolution No. 14-21 • June 23, 2014: NorthPointe PUD Final Plan -Final Plat, Resolution No. 14-47 • September 22, 2014: NorthPointe 2nd Addition, Resolution No. 14-105 ANALYSIS Subdivision Ordinance Conformity with the Comprehensive Plan and Zoning Code The 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 final plat is consistent with the PUD Development Stage Plan/Preliminary Plat and Final Plan. There is a modification from the phasing plan. The original phasing plan for Phase III was for 92 lots and included dedication of the parkland. The parkland will now be dedicated in Phase IV. The phasing plan shall be revised accordingly. Blocks and Lots The final plat for NorthPointe 3rd Addition creates 41 lots and 2 outlots. Outlots A and B are for future development, parkland, stormwater management and wetland protection areas. Streets The following right-of-way and street widths were approved with Resolution No. 14-2 1, PUD Development Stage Plan/Preliminary Plat: Street NameT Right -of -Way Width Street Width (Back to Back) Cypress Street 60 feet 32 feet 21St Avenue South 60 feet 32 feet Dogwood Court 60 feet 28 feet Dogwood Street 50 feet 28 feet A south bound by-pass lane on 201h Avenue/CSAH 54 at Red Oak Lane shall be constructed with this 3rd Addition. The applicant shall coordinate with Anoka County on design and approval. Easements Standard drainage and utility easements are provided on all lot lines. Drainage and utility easements were previously dedicated over the stormwater management areas on Outlot D, NorthPointe. A Conservation Easement was also dedicated to RCWD over the wetland and buffer areas on Outlot D, NorthPointe. Public Land Dedication and Fees The City will require a combination of land dedication and cash in lieu of land for the entire NorthPointe development. NorthPointe 3rd Addition varies from the original phasing plan and the parkland will now be dedicated with Phase IV (anticipated 2016). So, Phases I, II, III, V and Outlot B (age -restricted multi -family complex) will pay straight park dedication fees per unit at the time of each final plat. Phase IV will dedicate 5.04 acres of parkland, credit trail construction costs and collect or credit any remaining cash balance associated with Phase IV. NorthPointe 3rd Addition 1! 7 41 lots x $2,500 = $102,500 Zoning NorthPointe 3rd Addition is zoned PUD-Planned Unit Development as approved by the City Council with Ordinance No. 02-14. Comprehensive Plan The final plat is in compliance with the Comprehensive Plan in terms of the Resource Management System, Land Use Plan, Housing Plan, and Transportation Plan. Alternative Urban Areawide Review (AUAR) The project site is within the 2005 I-35E Corridor AUAR and is subject to the AUAR mitigation plan. The NorthPointe PUD Development Stage Plan/Preliminary Plat is consistent with development Scenario 1 for residential medium density and complies with the mitigation plan in regards to wetlands, water use, erosion and sedimentation, surface water runoff, wastewater and transportation. The final plat for NorthPointe 3rd Addition is also consistent with these plans. Floodplain The current 1982 FEMA FIRM indicates Zone A floodplain potentially affecting Lots 4- 6, Block 4, NorthPointe 3rd Addition. The applicant has applied for and received a Conditional Letter of Map Amendment; however, a Letter of Map Revision shall be required by the City prior to any building permits being issued on these lots. 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 reviewed the title commitment and final plat and notes the commitment must be updated and consent of the mortgages shall be obtained. Stormwater Maintenance Agreement A Maintenance Agreement for Stormwater Management Facilities was approved by the City Council on August 11, 2014 with Resolution No. 14-87 for the entire NorthPointe development. RECOMMENDATION Staff recommends approval of the NorthPointe 3rd Addition final plat subject to the following conditions: 1. All comments from City Engineer letter dated August 4, 2015 shall be addressed. 2. All comments from MNDOT letter dated July 20, 2015 shall be addressed. 3. A Development Agreement shall be drafted by the City, executed by the City and the developer and recorded by the developer. 4. The Phasing Plan shall be revised to reflect changes from the original plan. 5. A south bound by-pass lane on 201h Avenue/CSAH 54 at Red Oak Lane shall be constructed. a. The applicant shall coordinate with Anoka County on design and approval. b. The approved construction plans shall be submitted to the City. 6. A FEMA Letter of Map Revision shall be required by the City prior to any building permits being issued on lots affected by the floodplain. 7. Title Commitment: a. Shall be updated b. Consent of the Mortgagees shall be obtained 2 ATTACHMENTS 1. Site Location Map 2. City Engineer letter dated August 4, 2015 3. MNDOT letter dated July 20, 2015 4. Final Plat, NorthPointe 3rd Addition & Assocengineering • planning • environmental • construction Memorandum To: Katie Larsen, City Planner From: Diane Hankee PE and Ed Youngquist Date: August 4, 2015 Re: NorthPointe 31 Addition Plans and Final Plat Review WSB Project No. 2988-020 701 Xenia Avenue South Suite 300 Minneapolis, MN 55416 Tel: 763-541-4800 Fax: 763-541-1700 The NorthPointe 3rd Addition submittal documents received on June 25, 2015 and reviewed here within, included the following: 1. Full size Final Plans prepared by Carlson McCain dated June 22, 2015. 2. Final Plat prepared by Carlson McCain dated June 22, 2015. General Comments: 1. Permits obtained for the project: NPDES, MCES, MPCA sanitary, MN Department of Health watermain. Plat Comments: 1. No comments Grading, Street and Trail Comments: 1. The construction of the southbound bypass lane on CR 54 at Red Oak Lane needs to be included with this project. 2. Add typical street section and label street widths. 3. Verify house pad elevations: Low Opening is one foot above the EOF, and LFE is two feet above the HWL and four feet above the groundwater level. Sanitary Sewer and Watermain Comments: 1. Sanitary sewer deeper than 15' needs to be SDR 26 (pipe between MH 3 and MH 4, and MH 2 to plug). 2. Move hydrant on Cypress to L5/L6-Blk 2 lot line. Storm Sewer and Drainage Comments: 1. The minimum storm sewer pipe size allowed by the City is 15-inch. There are several locations on the plans where 12-inch pipe is currently shown and must be revised to 15-inch. 2. Storm sewer should be placed on side/rear lot lines. (Lots 7-9, Block 2) Add a structure in 21 st Avenue to realign. St. Cloud • Minneapolis • St. Paul Equal Opportunity Employer wsbeng.com S1Community DevelopmentTrojects\Planning Cases\NorthPointe\3rd Addition -Final Plat\Staff Reports\20150812 P&Z (Final Plat)\2 20150804 City Engineer NP 3rd.doc Ms. Katie Larsen August 4, 2015 Page 2 Flood Plain Comments: 1. Obtain a LOMR for the entire development. 2. Submit existing conditions with base flood elevation pre -development. 3. Post development map shows all parcels out of flood plan per LOMR. 4. Provide a map showing proposed lots with BFE and low openings. 5. Obtain a No -Rise Certificate from the DNR for the two crossings and wetlands. S:\CommwityDevelopmmt\Projeas\Plnning Cases\NordiPointe\3rd Addition -Final Plat\Staff Repons\20150812 P&Z (Final Plat)\2 20150804 City Engineer D It Waters *' Minnesota Department of Transportation Metropolitan District ..e Building 00 County July 20, 2015 Ms. Dawn Bugge Community Development Assistant City of Lino Lakes 600 Town Center Parkway Lino Lakes, MN 55014 SUBJECT: Northpointe, MnDOT Review #PI 5-034 West of I-35E, South of W. Cedar St. Lino Lakes, Anoka County Control Section 0282 Dear Ms. Bugge: The Minnesota Department of Transportation (MnDOT) has reviewed the latest update of the Northpointe plat in compliance with Minnesota Statute 505.03, subdivision 2, Plats. and has the following comments: Water Resources: A MnDOT drainage permit is required. The project area appears to outlet to an intermittent sheam and wetland area that crosses I-35E right -of --way through a centerline culvert that flows from southwest to northeast. The applicant will need to submit plans with hydraulic calculations showing that flows to MnDOT right-of-way remain the same or are reduced when comparing the existing to the proposed conditions. Drainage area maps with flow arrows for the drainage areas that affect MnDOT right-of-way should be included. The maps labeling should relate to the submitted calculations. The Drainage permit application can be found at: http•//www.dot.state mn.us/utilit /�pdf/permits/drainage-form-complete.pd£ A drainage permit checklist is attached to this review letter. The checklist provides more information about the requirements associated with the submittal of a MnDOT Drainage permit application. Please submit the requested information to Bryce Fossand (651-234-7529 or bryice.fossand(c�state.mn.us) in MnDOT Metro District's Water Resources Engineering Section. Noise: MnDOT's policy is to assist local governments in promoting compatibility between land use and highways. Residential uses located adjacent to highways often result in complaints about traffic noise. Traffic noise from this highway could exceed noise standards established by the Minnesota Pollution Control Agency (MPCA), the U.S. Department of Housing and Urban Development, and the U.S. Department of Transportation. Minnesota Rule 7030.0030 states that municipalities having the authority to regulate land use shall take all reasonable measures to prevent the establishment of land use activities, listed in the MPCA's Noise Area Classification (NAC), anywhere that the establishment of the land use would result in immediate violations of established State noise standards. MnDOT policy regarding development adjacent to existing highways prohibits the expenditure of highway funds for noise mitigation measures in such developed areas. The project proposer is required to assess the existing noise situation and take the action deemed necessary to minimize the impact to the proposed development from any highway noise. If you have any questions regarding MnDOT's noise policy please contact Peter Wasko in Metro District's Noise and Air Quality Unit at 651-234-7681 or Peter.Wasko(a state.mn.us. Pern:ifs: No impacts to the I-35E right-of-way will be allowed. For questions concerning this comment, please contact Buck Craig, Metro Permits, at 651-234-7911 or buck.craig@a,state.mn.us. Review Subn7ittad Options: MnDOT's goal is to complete the review of plans within 30 days. Submittals sent electronically can usually be turned around faster. There are four submittal options: 1. One (1) electronic pdf version of the plans. MnDOT accept plans at metrodevreviews.dot a,state.mn.us provided each e-mail is less than 20 megabytes. 2. Three (3) sets of full size plans. Submitting seven sets of full size plans will expedite the review process. Send plans to: MnDOT —Metro District Planning Section Development Reviews Coordinator 1500 West County Road B-2 Roseville, MN 55113 3. One (1) compact disk. 4. Plans can also be submitted to MnDOT's External FTP Site at: ftp:/Iftp2.dot.state,mn.us/pub/incoming/MetroWatersEdge/Plaiuiing. Internet Explorer may not work using FTP so use an FTP Client or your Windows Explorer (My Computer). Notify metrodevreviews.dot(c�state.mn.us indicating the plans have been submitted on the FTP site. If you have any questions concerning this review please contact me at 651-234-7764. Tod Sherman Planning Supervisor Copy sent via E-Mail: Buck Craig, Permits Nancy Jacobson, Design Rodney Koehn, Design Bryce Fossand, Water Resources Tiffany Kautz, Right -of -Way Dale Gade, Area Engineer Gayle Gedstad, Traffic Dave Torfin, Survey Peter Wasko, Noise and Air Larry Hoium, Anoka County Surveyor Russell Owen, Metropolitan Council V (; ) LIJ <( I- - 04 DETAIL ,� - -- -- -- -- -- -- -- -- -- -- I () I � N89046'03"E �h 304.18 NORTHPOINTE N8110 09 E ___ 43.5� 4'2B„W I v^ - ,>No 2 I �I> /=off c^oo "10.00 /45 56 „W 99 T I I T r C) w (,) IV � \ - - 1 _ _J---'2B" W OUTLOT A I I v U l\ I 11 U l I v l L_ a�� .� ° _ - � 3-99 C --_- -- _ I - - - s��>,, �� INN ,--SEE DETAIL �� f _==-Drainage & Utility Easement S iA I W N I < I - S9 � �� 100 00 OUTLOT A _ 63°51'50"W 00 I 0-0 2 \ C.B. S 70 I <, .s oz S - 0 0 °� 39 . 4 'Q t� \ Z (O I I cD 1) o �� \�\�\�6�� •�;' R==.25 `t z O, ��6 10 °9 o3288 00,z ' 390=00°500° R=681I� 10.09 . \ Cc- .f 1,t \� I �Op ti� n Cps o L -' p o �� A I A A v, T - - T 11.31 I ;` ,' ��,�°�� ` „ o' ,, ,- N �� 0 9 �\ JJJ / - - - N88°19 35 E I �\ \ ' 1 �� '�� c,o �� \ 2 so I J bi LC) o N O co ---Lr-- w'00R=681.25 / A ?\ so vi N88 19 p38 E �� "' �� 2��0�� ' 301.83 23 ; \ 3 O� \ u�o _� N1j1 / 400 I ---------- Variable Width-------- SCALE 1 \ � �' I Ld i O(S G�' Tj� \N t\ / O o 1 INCH _60 FEET-- -- - - 4- - -� � -� Ld � �o � 2"W - � ° - - - F'_ 2 20 21 22 Sg 3g - (') 19 N (; J <_J p 0 `'O/�j \\� �v'�j E 2 C 1� o 18 D0GW00 G,�, ° � w ��J 0to 14 13 12 �S) - '� /♦/1T 1 11IIA//1/�n \ z P `I VV 11 VIVYYVVLJ V ` N 3 ��= - i r-1 11 I r- 15 �� S ` z /""1 V L I V V L v z � --------- 3 17 NS FZ 11 a� _ N No 0 I\ TI Il��/-ill\ ITr- opNl�°d N� 10 �/II N IVL/I\ I r7, UIIV I L O SN ��l Oujo�yr�7 G � � V CITY OF LINO LAKES COUNTY OF ANOKA :3RD ADDITION SEC. 25, TWP. 31, RGE. 22 KNOW ALL PERSONS BY THESE PRESENTS: That Tony Emmerich Construction, Inc., a Minnesota corporation, owner of the following described property: Outlot D, NORTHPOINTE, according to the recorded plat thereof, Anoka County, Minnesota. And Outlot B, NORTHPOINTE 2ND ADDITION, according to the recorded plat thereof, Anoka County, Minnesota. Has caused the same to be surveyed and platted as NORTHPOINTE 3RD ADDITION and does hereby dedicate to the public for public use the public ways and the drainage and utility easements as shown on this plat. In witness whereof said Tony Emmerich Construction, Inc., a Minnesota corporation, has caused these presents to be signed by its proper officer this day of 20 TONY EMMERICH CONSTRUCTION, INC. Anthony J. Emmerich, President STATE OF - COUNTY OF This instrument was acknowledged before me on by Anthony J. Emmerich, President of Tony Emmerich Construction, Inc., a Minnesota corporation, on behalf of the corporation. d Notary Public, My commission expires 60 so /d-iK �Z r'cs0' 2 5 0 "?M ,�� I I Thomas R. Balluff do hereby certify that this plat was prepared by me or under my direct supervision; _ L- 'moo Il ll O N�'°'� °� that this plat is a correct $ dN•� ll __J CO 0� I �o�\nz N89°08'22"E ��°p�`L� that I am a duly Licensed Land Surveyor in the State of Minnesota; o �,r� n It , ,,,,,r- o 9, ? ^ v 4 5 6 '7 8 9 x ; Z,k ��, (RLS 12263) 310.91 (RLS 12263) '��OO I representation of the boundary survey; that all mathematical data and labels are correctly designated on \L� vnr. u_nl v� C° 4 R�2gS 8 4c� �' 6 this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that ---- tee, C�'°S9'00tis�° (t o��-�"'� 3 -- - �S3 0 �S °9 Q 6� i� O 2 �� I w-(MNDOT ROW MON.) I all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the FT814' 9'S1 \�' •Q\�� J�• date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on n I ;) -T- I I �� n I r\ I T f - S6 �o 96. 71 �s'E >\ , 26 CYPRESS STREET a this plat. I ,� t ,, o� �_ 66 60.85 `.'�. ,�°� `� �� , ''�"o - I �, I ` °�"' Dated this da of 20 N88019 38 E S79°05'50"E�` h - 185.00 - Ii/,R`� �` o o o �� o- I 582.14 oDc I N89°08'22"E 4> I NJ y _ - - - _ _ _ _ - - 0 \ \�� • I 00 1bp Q) oo � (0 /\V : Z'� a a \\ ------ 558.30 ---- /� N7 g063 �� 6 ^� �`{ v p ��oi M �al > Iry eJ ��O S8819'38"W i 9°OS'S0"w I _ 1 1 4 5 coo �o =o no I 5��--- \ 00 Drainage & Utility Easement-''-' , I ," 2 I 5 °� �� icy N67°26'44"W�'_� - �S 9 , �z °o o\ /� Thomas R. Balluff, Licensed Land Surveyor 66.70 i �so2s1 - _� No z I/ -� Minnesota License No. 40361 210.00 ii coo C) o � I --�6 o 1il STATE OF I S° p t O.g4 N89 08'22"E m'v "o N44°43'47"W< 8ocJ1 N�gos 00'12'E �0�ry �u� o !/ a ��10/ j -� I COUNTY OF 70.00 `� , \ \ �; , t N69 14'08» 3.44 �° � -- o \�2 go Al o o I ♦ i,� I This instrument was acknowledged before me on by Thomas R. Balluff. �5 �Np c, N59 \ �2 6.g% S89°08'22"W - i 9• z t \ ♦ ♦ / \' on kp p O. 0 i O,O I s° o\ \s G03 9'27 243.00 9 �9' n 0� 1� I tio� / ��;0\ O G g30 219.- - - - - d6�--'/ / I O�� OS �� oo_�� \ P _L D �� \ \ \ FLU -_Drainage & Utility Easement--- 6 -77 ---- S89008'22"W 243.00 T ' I > o 6 71.93 Notary Public, 1p�op-0 10� ' �2�0000 R=165.00 / / t 00. / M commission expires bo; bo�o� 1 \ 3? �,„ _ ° ° sue\ \ t / i /� �� -i I Y P / ' R �I 06 6g3'� ° I0� �C.L4 78'37 S73 1587 64� �' �/ I ♦ 1 �'`(O N'\ ` oo"� �' D�'2° �5�0 - o°� /ti I CITY COUNCIL CITY OF LINO LAKES MINNESOTA ii ipp`L G L L G �c� �G. NIO S 00 C.B.=N76 38'59"E ° 20.19 ' \ i� / /0�4�� , U p \,• 0 5 ,, 5 N08 47'S6"W =� „W _- N89 08'22"E - 291.61 �. , i G S P 5S3°41'53 - - - �- - - \ \ �'� / ��"D This plat of NORTHPOINTE 3RD ADDITION was approved and accepted by the City Council of the City of 34.09 -� - �� - _ -♦ c \ 51 - �� J /F a Lino Lakes, Minnesota at a regular meeting thereof held this day of 56"W 20 , and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. o CV �� S44°30 �V::::==-Drainage & Utility Easement-==__ J I rnw I CN /� �o � °o a CITY COUNCIL, CITY OF LINO LAKES, MINNESOTA \ m o �� Ail�� z z IO �GONo ' By: Mayor By: Clerk J Soto 20. �` `` �� ' ti�s� 4 COUNTY SURVEYOR ;�T.�JJ* „�, ` \ �� /� ,�� \ / I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has 1--�� OUTLOT B S� °10°N °`O '� ♦ / ' /5 ,� ° ''ubeen reviewed and approved this day of 20 ` i �, do / 3,,, ♦ �i i By' Larry D. Hoium S44014'1 Anoka County Surveyor 71.00 �' / COUNTY AUDITOR/TREASURER Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes � payable in the year 20 on the \\�/ land hereinbefore described have been paid. Also, pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer entered this day of 66 \♦ S54°16 02"0N Ji 1 �/ l �°j � � 20 762.01 (IP OPEN) ` Not N Tangent- / o > » S89 57 14 W •'E� cao�°,��\ / J �/ o / Property Tax Administrator For the purposes of this plat, the most � - �' S s�;o southerly line of Outlot D, NORTHPOINTE DRAINAGE AND UTILITY �g�o 0o/ \ _ By Deputy is assumed to have a bearing of South EASEMENTS ARE SHOWN THUS: 6vR� �_ --204.99 „ 89 degrees 57 minutes 14 seconds West. o o40'29 E GRAPHIC SCALE 5 N 0 � N84o �' � COUNTY RECORDER/REGISTRAR OF TITLES Ui 0 60 120 240 o CO O N / County of Anoka, State of Minnesota z � ---The most southerly line of Outlot D, NORTHPOINTE I �� (SCALE IN FEET) I I I ♦ o / I hereby certify that this plat of NORTHPOINTE 3RD ADDITION was filed in the office of the County 1 INCH = 120 FEET Carlson • McCain ENVIRONMENTAL o ENGINEERING o SURVEYING being 5 feet in width, and adjoining side loth lines, and 10 feet in width and adjoining right of way lines and rear lot lines unless otherwise shown on this plat. 11L / \ I `` CO / Record er/Reg istrar of Titles for public record this day of 20 (IP OPEN) `__ at o'clock M. and was duly recorded in Book Page. as Document Number 1129.09 o > » Denotes 1/2 inch by 14 inch iron monument set S89 57 14 W 0 or to be set within one of recording of Denotes Right of Access dedicated to the State of Minnesota per the / year plat of NORTHPOINTE / this plat and marked with license number 40361 _ _ County Recorder/Registrar of Titles Denotes Found Iron Monument, marked with I Denotes Wet Land location / / B De Ut y Deputy license number 40361 unless otherwise noted _ - SHEET 1 OF 2 SHEETS 60 L�J A\ b] oGj� C' J , > 0 doh Gj � w •) r ` � NORTHPOINTE N G� G� �Q) - 60 c6 o O o �co � p� O� o\� rid_ n C�^I �� CP�V. O �� O ii' V• O 3RD ADDITION° �� " N87°26'04"E z V' INSET 'A' \• 96 s 1 4 'F � �p.p =Q9°42'39 i C� d 4 of In i - - -- -- -- - -- - -1 O Q n cn i 11.31 R=430.0 I - ° a ' I (P N N88019'35"E \' I 1 I 0) N � � - _ ?00 l�(J�� II� N� 60.00 N78°2517 / 0 9 o) 0 0 l 24 01 0.00 `30 ° o \ 50 \\� 6° CTI ` � 3 ,Z 5 5 ° N J \ 30 / �5 �O coo (h I /� \ 30 �\ coo I �J ° G��°5� 5 ��J 132.28 - ' L!1 \N`9 / S 0' \ N88019'38"E o 301.83 23 '_\ °��,�o��g - - 55.77 cs`\� 8 9 Q- 15970 86.36 ----� \ / 30 'psi s\, D�0o5� ---------- -- -I rn\ o.00 - \s10r,., i1 c� s 2 I \ \ of I W 00 5 o \2 0\ \ W 20 OII ILI IIO �'� \ IQ, �sOo OA\N �v v� o o1 I o 21s�v v 22 v �ss� / 1-:0) �'do �o� II Iloo� \\ •ems\\ 55°5052� i I i \�\��° 1�\\ \> ki '^\ I 4�� \ \ D 13� 65 �o � ,i ��' / "Q �S\A- <�/ 07'43"- - 'J j `�'' z'\�j'• ��J S Q gi� �� ` i - - 91.31 V � Dp _� t-� o\ \ 2 \ oo�%' 156.79_--------- - - �1� ! �/ 87 S0 O 1.34 15i!'' 2� S0 .� \7 \ 5 18 0^ _`� / - p=22 23 o / / p%2 0\ s OI IDI 05 - I \ \ 0,10 2500 z u N 61.51 67. t \12 > - J --A o �° 6 . \ /�- p=09�29'28-, 1 i 0_13°4314 \ \ / / \ \� / / / 6 0 E; E \ % o s o i I \ i p� a ° s006 S° i N I 0.64 9 yblo, 16�, 20, ; 4� I 1 \ Q 00� i zo\ 0" Lo - ' S7 6036' 32 0�. 6 i \ \ I I v' \ \ i ��° ° °\ a+ c3` \ o c� mac,°., \ N��o� / 45_16 D�°g �rioi� \ \\ wl Iw 13�\ 43 07'39'rl "co 0 \ 14 41 I I P T L� \ \ �_ 125.06 0 I n� / / I o'" �\ \� �� 1� \ \ ,T� J � � � o N79°49'13E --� 15 N 17 / / I I ° o.\ \ � rn 1 I \ �\ r , - - - 1 o A - I z / / I I 4 Nam+\ \ I I \ �\ �J 14416- ��-_�Drai EQS &ent I m co 0 / / I I 15 ``� \ \ <J 1 DI ID Utility 13 �o % I I \\ I I- 575°p5'16' `N n I J Ul Io° 4 I NNo / 16 I \ 1 I - I I 2 I I / � ml I \ \ ✓ J g17 10 0 1y N I-1 '-- 15 °56 �\ of �1=�UtiDtyl Easement ent I xi 125.17 - 15 0 16 a a�-----'--- -7216 6"� N ? n S7g ° I a4 N87 38'54"E - - 15 \I ° S89 08'22' W 11.36<- ° 63.82 %75 05 N\-��229'S0»E 150.00 103.91 _\�----------------------- 98g°29, / ___------___ 28.01 7g.82 �� .N\ �10.24 ------ I 28 lar- _ �� ° O \ L - - - - 1.65 -- p5'16 E Q `�10.24- 70.00 80.00 �\ �; E N N�� \_ - - - - 16 79.29 _ - N 52 \ \� Drainage ;�25.80 �\ � 5 ar 57.67 79.85 _ - _ - N84°37'58"E I I 1 1 j - `� Utility i� � w 88_19 - --N84°37'58"E I I S7g.19'50„ Easement 4 37 58"E I I 00 00 �` , E 87. - I 125.00 00 1oN8 1 rn turn S% 9S---------- �M \ \ n DTI /1T I I n I I 'o �� 8°79'50"-.• 0 1 1 �v I L_� 1 1 1 u I 6 0 7 �k = E------- � i ci0 I� 00 0 0� O o 1 0 00 0 N89°08'22"E C � o N \ �n N 0I 1 5 �I o 1 z Z L6 8 LO 1� 9 1L6 � I 1( z Z \ °I Icn 4 O N " " (M61 00 6 p � o Q Q I I / \ N o w o o cvl I z 0 O co o N89 08'22"E \. 3 I I O o z o 0 69.30---- LnroN ,,F, / \ \�,�W �I Z I I �I - --- 30 30 �I - --- r�NNoo ,�1 / \\s 2 P1 \oI I-I- z �, �o� o o �ti ,�'`j \ 'o \ �1 I I I I ° 22„ \ 0]_i�r�jd' it tOu•>---------� coo \ U C j _ ��11.51 _05°34'21 J L�----J-----J-----�-----J------�I� �o C�� . �� \� /�� I \ °5_34'21- J L 67.11 i' 58.00 70.00 70.00 �� 70.00 80.00 z 125.00 i � N89008'22"E 22" o ao 378.00 - - - CO o \ - - - - os��g \ / / / ° 1" { STREET - N89°os'22"E - - - o o z / M ! M 30.00 •a'o�, F� - r S p 59.73 i 70.00 70.00 70.00 008'2 ,�� GJ.loO005°°O � , P _5�5_ ----- ---- � N89°08'22"E 80.40 -„- pc�/��g7 O9 3 0 4 - S=- °18' 43 �I I Ny�° I w w 1013 OI I N O I I �--_ J1 1--- - -JI C14 O; " 5 0-74 o Ln o {z N I m Cn DRAINAGE AND UTILITY 2 EASEMENTS ARE SHOWN THU S: T r- I;��V11 \611- \o -7 70.00s=\ \ o -J 70.00 70.00 Z 64 60.84 - 5 210.00 i 78 75 N87 00'12"E N89°08'22"E 4g g5 -- N79°14°08"E o - 5 0 OHO � / \ / ' J� 4 G I \ / / g6 � 86.1 fig' E -J � i m m being 5 feet in width, and adjoining side lot lines, and 10 feet in width and adjoining right of way lines and rear lot lines unless otherwise shown on this plat. CITY OF LINO LAKES COUNTY OF ANOKA SEC. 25, TWP. 31, RGE. 22 N For the purposes of this plat, the most southerly line of Outlot D, NORTHPOINTE is assumed to have a bearing of South 89 degrees 57 minutes 14 seconds West. O Denotes 1/2 inch by 14 inch iron monument set or to be set within one year of recording of this plat and marked with license number 40361 Denotes Found Iron Monument, marked with license number ® 40361 unless otherwise noted GRAPHIC SCALE 0 25 50 100 (SCALE IN FEET) 1 INCH = 50 FEET ENVIRONMENTAL - ENGINEERING SURVEYING SHEET 2 OF 2 SHEETS