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06/08/2016 P&Z Packet
CITY OF LINO LAKES PLANNING & ZONING BOARD MEETING Wednesday, June 8, 2016 6:30 p.m. Council Chambers Please be courteous and turn off all electronic devices during the meeting. A C 11 1V11 A 1. CALL TO ORDER AND ROLL CALL 2. APPROVAL OF AGENDA 3. APPROVAL OF MINUTES: May 11, 2016 4. OPEN MIKE 5. ACTION ITEMS A. PUBLIC HEARING: St. Clair Estates Preliminary Plat and Variance B. PUBLIC HEARING: Woods Edge PUD Development Stage Plan/Preliminary Plat and Ordinance Amendment C. PUBLIC HEARING: Clearwater Creek Business Park -United Properties Distribution Facility Rezoning and PUD Development Stage Plan/Preliminary Plat D. NorthPointe 0 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 : May 11, 2016 TIME STARTED : 6:30 P.M. TIME ENDED : 8:54 P.M. MEMBERS PRESENT : Neil Evenson, Matt Kassner, Perry Laden, Michael Root, Paul Tralle (Chair), Dale Stoesz MEMBERS ABSENT : Lou Masonick STAFF PRESENT : Michael Grochala, Diane Hankee, 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 May 11, 2016. IL APROVAL OF AGENDA y The Agenda was approved as presented. III. APPROVAL OF MINUTES: April 13, 2016 Mr. Laden made a MOTION to approve the April 13, 2016 Meeting Minutes. Motion was supported by Mr. Kassner. 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. Laden made a MOTION to close Open Mike at 6:33 p.m. Motion was supported by Mr. Kassner. Motion carried 5 - 0. (Tralle abstained.) DRAFT MINUTES Planning & Zoning Board May 11, 2016 Page 2 V. ACTION ITEMS A. PUBLIC HEARING: Watermark PUD Residential Community Katie Larsen, City Planner, presented the staff report. Staff recommends approval of the Watermark Comprehensive Plan Amendment, Rezoning and PUD Development Stage Plan/Preliminary Plat subject to the following conditions: 1. Comments from WSB Plan Review Letter dated April 6, 2016 and May 4, 2016 shall be addressed. 2. Comments from the Environment Board Staff Report dated April 27, 2016 shall be addressed. 3. Streets and Trails a. Cul de sacs on Street F, K, L, P and Q exceed 500 feet in length. i. Fire hydrants shall be located every 300 feet. ii. Roadway width shall be 32 feet back to back. iii. A trail connection shall be made off the cul de sac of Street L to Street B. b. Temporary cul de sacs shall be required at the north end of Street D and at the end of any street that terminates between development stages. c. Trail corridors shall be a minimum of 20 feet wide. i. Revise corridor between Lots 436 & 437. ii. Note for corridor from Street L to Street B. d. Sidewalk shall be extended along the north side of Street D to CSAH 54/2W1 Avenue N. e. Reconfigure Lot 246 so the driveway accesses onto Street W. f. Street V shall include sidewalk. 4. Utilities a. Storm sewer pipes shall run along the side or rear property lines to the greatest extent possible to avoid drainage & utility easements encumbering large portions of side or rear yards. i. For example: Lots 561, 505, 506, 255-258, etc. b. Drainage and utility easements along side lot lines over utility pipes shall be wide enough to allow for maintenance equipment and access. i. No encroachments (house, bay windows, A/C units, landscaping etc.) shall be allowed in or above the drainage and utility easements. 5. Setbacks a. Twenty (20) foot side yard setbacks will only be allowed on back to back lots. b. Twenty (20) foot side yard setbacks shall be minimized to the greatest extent possible. i. For example, Lots 704, 761, 412, 128, 129, 115 and 116 etc. shall be revised. c. Front setbacks on Lots 237-239 shall be shown as 25 feet. 6. Tree Preservation and Landscape, Buffer and Screen Standards a. Detailed landscape berm plans and sections are required along CSAH 54. DRAFT MINUTES Planning & Zoning Board May 11, 2016 Page 3 b. Landscape screening and buffers shall be installed along CSAH 54, I-35E and in between the townhomes and commercial. c. A landscape screen (planting, berm or fence) is not required between the townhomes and Street A. i. The end units of the townhomes facing Street A will be the "Tanager" elevation that provides a main entrance and higher aesthetic value. d. Attention shall be made to the location of landscape plantings, buffer and berms in regards to grading, storm sewer and utility location, catch basins, etc. e. Water re -use pump stations shall be viewed to determine if screening is required. f. The Tree Preservation Plan shall be revised to address Lots 132-135. 7. Lot Size a. Lot sizes for single family lots shall be continuous buildable land and at a minimum size of the Lot Width Product x 130 feet. i. Example: 1. 44 feet x 130 feet = 5,720 s.f. 2. 55 feet x 130 feet = 7,150 s.f. 3. 65 feet x 130 feet =8,450 s.f. 4. 75 feet x 130 feet = 9,750 s.f. b. Flexibility may be allowed during PUD Final Plan/Final Plat phases to allow for a lot depth of 120 feet only if a public value of creating open space or protecting a natural resource is achieved. c. The 100 year High Water Level shall not encroach into any yard. d. Wetlands and buffers shall not encroach into any yards. e. The required 10 feet drainage and utility easement above the HWL may be included in the lot as part of the standard D&U easement. 8. Single Family Neighborhoods a. Detailed house architectural plans, color renderings and material palette shall be submitted for all single family lots b. The developer shall provide a map highlighting the applicable single family lots abutting CSAH54, Street A and the public park. c. Homeowner Association documents shall be required with PUD Final Plan/Final Plat. 9. Townhome Neighborhood a. A separate plan set detailing the townhome neighborhood shall be required. i. Details on Sheet 43 are not for 32 foot wide townhome product. b. Detailed architectural plans and color renderings shall be submitted for all townhome building elevations. c. Homeowner Association documents shall be required with PUD Final Plan/Final Plat. d. Rear elevations shall include some vertical trim or element to break up the longer horizontal planes. 10. Parks and Trails a. Details on water fountains shall be required with PUD Final Plan. b. A Trail Phasing Plan shall be required with PUD Development Stage Plan DRAFT MINUTES Planning & Zoning Board May 11, 2016 Page 4 c. A "trail corridor" shall be installed along one side of Street B in lieu of sidewalk to make a connection to the park. The trail could be bituminous or concrete. d. Trail location needs to be evaluated between Lot 135 and wetland. e. The Land Use Plan and Site Data shall be revised to show the open space area in the 44 foot neighborhood as the private park. 11. Wetlands and Buffers a. The lots surrounding Outlot A shall be evaluated to verify proper wetland buffers (10-25 feet) can be established outside of lots. b. Wetland area calculations differ from Sheet 23 and Wetland Permit Application. Please adjust accordingly. 12. Water Re -use a. Irrigation system for public park, berm area and townhome open space shall utilize stormwater re -use as recommended in the Watermark Water Re -Use Feasibility Study. 13. Floodplain a. The base flood elevation shall be determined by the applicant. b. A Conditional Letter of Map Revision (CLOMR) and Letter of Map Revision (LOMR) will need to be obtained from the Federal Emergency Management Agency (FEMA) to verify the floodplain is not impacted by development. 14. Sheet 3: Preliminary Plat Index Sheet a. Under Site Data, the number of Single Family Lot shall be 706 and add 1 line for Clubhouse lot to be consistent the Land Use Plan map. 15. Sheets 19-22: Site Plan a. The scale bar is incorrect. Board members and City staff further discussed the following topics: • Garage doors and maintenance • On -street parking • Density and Mixed Use • Stormwater reuse/need for pumphouse • Recreation Center size Board members moved to adjust 1 lb to say "Shall be adjusted accordingly" and the scale bar shall be corrected. Chair Tralle declared the Public Hearing open at 7:18 p.m. Daren Laberee approached the podium and announced that Rick Packer is no longer with the company, so Mr. Laberee is taking over the Watermark project. He ensured that garage doors are maintained and replaced by the homeowners association. Mr. Laberee discussed the issues with adding commercial properties to the site and why having a mixed use designation is needed for this development. He also addressed questions and concerns regarding garage door maintenance, pumphouses, and square footage of the clubhouse. DRAFT MINUTES Planning & Zoning Board May 11, 2016 Page 5 Dennis Mitsch, Centerville resident, discussed his traffic concerns. They already experience problems on Saturdays, Sundays and Wednesdays. He is also concerned about the sewer system and wants to make sure that the system is adequate. Jim Huber, Centerville resident, explained that his biggest concern is traffic. His other concern is regarding wetlands. Mr. Huber wondered if there are any plans to expand the roadways. Michael Grochala, Community Development Director, said that he has talked with Anoka County Highway and they are trying to mitigate traffic as best as they can. Mr. Grochala discussed the improvements in the area made by the City and ways in which the City is meeting traffic requirements. Diane Hankee, City Engineer, indicated that MnDOT is planning to do improvements that should help with traffic. Ms. Hankee also discussed trunk sanitary sewer and ensured that the sewer system will accommodate to 2030. Mr. Grochala confirmed that there will be no impact on the wetlands. Mr. Kassner made a MOTION to close the Public Hearing at 7:33 p.m. Motion was supported by Mr. Evenson. Motion carried 5 - 0. (Tralle abstained.) Mr. Laden made a MOTION to recommend to City Council that the site be re -guided to Low Density Residential rather than Mixed Use. Motion was supported by Mr. Root. Motion carried 2 - 4. (Evenson, Kassner, Stoesz and Tralle voted nay.) Mr. Stoesz made a MOTION to recommend approval of the Watermark Comprehensive Plan Amendment subject to conditions by staff. Motion was supported by Mr. Kassner. Motion carried 4 - 2. (Laden and Root voted nay.) Mr. Stoesz made a MOTION to recommend approval of the Rezoning as submitted by staff. Motion was supported by Mr. Kassner. Motion carried 6 - 0. Mr. Kassner made a MOTION to recommend approval of the PUD Development Stage Plan/Preliminary Plat including verbiage added by the Planning and Zoning Board. Motion was supported by Mr. Evenson. Motion carried 5 - 1. (Laden voted nay.) B. PUBLIC HEARING to consider Interim Use Permit for a Batch Plant for Arnt Construction (2209 Phelps Road) Ms. Larsen presented the staff report. Staff recommends denial of the Interim Use Permit for a Batch Plant for Arnt Construction (2209 Phelps Road) due to the following outstanding issues: 1. Items listed in City Engineer letter dated May 4, 2016. 2. Grading, erosion and sediment control plans have not been submitted to the City. 3. A SWPPP has not been submitted to the City. 4. Property owner consent letter from Paul Miller has not been submitted to the City. 5. A letter from RCWD has not been submitted to the City. DRAFT MINUTES Planning & Zoning Board May 11, 2016 Page 6 6. Staff has concerns regarding the proposed internal haul routes on Phelps Road. 7. Existing deteriorated road conditions of Phelps Road. If these outstanding issues are resolved, the interim use permit may be approved with the following conditions: 1. The applicant shall sign a Site Performance Agreement and deposit financial sureties with the City prior to set up and operation of the temporary batch plant. 2. The temporary batch plant shall begin set up on June 6, 2016 and shall be completely removed by June 30, 2016. 3. Hours of operation shall be consistent with Section 901.03(4)(b): 7:00 a.m. to 7:00 p.m. Monday through Friday 9:00 a.m. to 5:00 p.m. Saturday No construction activity allowed Sunday and federal holidays 4. The approved haul routes are as follows: • I-35E north to CSAH 14/Main Street east to CR 84/Otter Lake Road south to Phelps Road. • CR 84/Otter Lake Road at Phelps Road north to CR 14/Main Street west to I-35E south to MN/DOT project. 5. No section of CR 84/Otter Lake Road south of Phelps Road shall be used as a haul route. 6. A water meter shall be installed to monitor water use. 7. No additional stockpile materials shall be hauled and deposited on -site during the temporary batch plant operations. 8. The remaining stockpile shall not be increased in size or height after the temporary batch plant is removed. Applicant Nick Arnt, 2190 Phelps Road, addressed all outstanding issues laid out by City staff. He would like to get approval with the condition that he will get the City everything they need. Board members and City staff discussed transportation concerns and traffic operations. Chair Tralle declared the Public Hearing open at 8:37 p.m. Mr. Laden made a MOTION to close the Public Hearing at 8:38 p.m. Motion was supported by Mr. Stoesz. Motion carried 5 - 0. (Tralle abstained.) Mr. Laden made a MOTION to recommend approval of the Interim Use Permit with the condition that all of City staff s concerns and documents requested are received before the permit goes to City Council for approval. Motion was supported by Mr. Kassner. Motion carried 5 - 0. (Tralle abstained.) VI. DISCUSSION ITEMS DRAFT MINUTES Planning & Zoning Board May 11, 2016 Page 7 A. Proiect Updates Mr. Grochala provided an update of current city projects. B. Packet Delivery Mr. Stoesz discussed the option of not having the Planning & Zoning Board meeting packets delivered to board members homes the Friday before the meeting. Instead, City staff would have a printed packet ready at the meeting. This will save Public Safety officers from having to deliver the packets to their home. Board members can review the packet ahead of time on the website. Mr. Kassner, Mr. Evenson and Mr. Stoesz opted to try the electronic receipt of meeting packets. Mr. Root, Chair Tralle, and Mr. Laden will still continue to receive hard copies delivered to their homes. VIL ADJOURNMENT Mr. Stoesz made a MOTION to adjourn the meeting at 8:54 p.m. Motion was supported by Mr. Evenson. Motion carried 5 - 0. (Tralle abstained.) Respectfully submitted, Nicole DeDeyn Community Development Administrative Assistant DRAFT MINUTES PLANNING & ZONING BOARD AGENDA ITEM 5A STAFF ORIGINATOR: Katie Larsen, City Planner P & Z MEETING DATE: June 8, 2016 REQUEST: PUBLIC HEARING St. Clair Estates 1. Preliminary Plat 2. Variance CASE NUMBER: PP2016-002 VR2016-001 APPLICANT: St. Clair Land Company Attn: Jamie Jensen 1517 Dawn Circle Arden Hills, MN 55112 REVIEW DEADLINE: Complete Application Date: May 10, 2016 60-Day Review Deadline: July 9, 2016 120-Day Review Deadline: September 7, 2016 Environmental Board Meeting: June 29, 2016 Park Board Meeting: June 6, 2016 Planning & Zoning Board Meeting: June 8, 2016 Tentative City Council Work Session: July 5, 2016 Tentative City Council Meeting: July 11, 2016 BACKGROUND The applicant has submitted a land use application for Preliminary Plat and Variance. The proposed development is a 35 lot single family residential subdivision located north of CSAH 34 (Birch Street) and east of Hokah Drive. The development contains one 30.47 gross acre parcel and is called St. Clair Estates. The Land Use Applications are: • Preliminary Plat • Variance o Proposed cul-de-sac length exceeds design standards 1 The following staff report is based on the following information: • Civil plans prepared by Plowe Engineering dated March May 10, 2016 and received by the City on May 10, 2016 • Preliminary plat plans prepared by EG Rud & Sons dated May 9, 2016 and received by the City on May 10, 2016 • Stormwater Drainage Report prepared by Plowe Engineering, Inc. dated May 9, 2016 • Report of Geotechnical Exploration prepared by ITCO Allied Engineering Company dated March 7, 2016 • Traffic Study prepared by SRF Consulting Group, Inc. dated May 12, 2016 • Wetland Delineation prepared by Jacobson Environmental, PLLC dated April 18, 2016 ANALYSIS Existing Site Conditions The 30 acre site is bordered by the Rice Creek Chain of Lakes Regional Park Reserve on the north, Rice Lake Elementary School and wetlands on the east, single family homes and CSAH 34 (Birch Street) on the south and Spirit Hills and Shenandoah 3rd Addition residential subdivisions to the west. The site consists of grasslands, woodlands and wetlands and is in the Anoka sandplain. Elevations range from 880 feet (wetland area) to 900 feet. A stormwater management pond for CSAH 34, owned by Anoka County and maintained by the City, is located on PID #29-31-22-32-0004 (473 Birch Street) and drains east into an open ditch. Soil borings indicated sandy and silty materials. Soils are classified as A hydrologic group and not hydric which signifies the soils are suitable for infiltration. Shenandoah 3rd Addition along Hokah Drive was platted in 1979 with 48 single family lots. Hokah Drive existed as a long cul-de-sac until 2012 when Sioux Lane was extended to the west. Hokah Drive was reconstructed in 2015. Spirit Hills along Sioux Lane was platted in 2001 with 51 single family lots and the retail center. The City and County undertook an extensive reconstruction project of the intersection at Ware Road and Birch Street and installed traffic signals to address traffic issues. The intersection of Hodgson Road and Birch Street is also signalized. Comprehensive Plan St. Clair Estates is consistent with the goals and policies of the comprehensive plan in regards to resource management, land use, housing, transportation and utilities. Resource Management System Plan The Resource Management System Plan provides the conservation design framework for the Comprehensive Plan and promotes sustainable decisions regarding growth and development. It provides a unified system approach to natural resource management and natural resource based amenities. Goals of the Resource Management System Plan include: • Parks, Trails, Open Space and Recreation o Goal #3: Develop, maintain, and connect the current and proposed trails in the City of Lino Lakes and Rice Creek Regional Park in a manner that preserves and sustains the natural environment. • Natural Resources and Amenities o Goal # 1: Identify, protect and preserve the desirable natural areas and ecological and aquatic resources of the community. • Land Use Policies o Goal # 1: Ensure that well -planned, quality residential, commercial, industrial and institutional development to accommodate the city's projected growth needs occurs in a manner that also conserves and enhances the city's natural resources and amenities. The Resource Management System Plan identifies the following in the area: • Proposed designated bike route • Existing Trails • Greenway system connectivity A separate, at -grade, bituminous trail exists along the north and south side of CSAH 34 (Birch Street) and is a designated bike route and regional trail. The existing trail provides pedestrian connectivity to the Rice Lake Elementary School, Rice Creek Chain of Lakes Regional Park and Sprit Hill Center, a multi -tenant retail center. An emergency access trail will be constructed off the end of the cul-de-sac south to Birch Street to provide addition connectively. The potential for a trail north through Outlot A to provide access to the Regional Park is also being analyzed. The greenway corridor extends north -south throughout the development incorporating the wetland and floodplain areas. This corridor will be preserved with a conservation easement. Land Use Plan Goal 2: Ensure that zoning and subdivision ordinances and official maps are consistent with the intent and specific direction provided within the Comprehensive Plan. Policies: 1. Ensure developers meet the standards specified within the land -use plan and official controls, including zoning and subdivision ordinances and official maps. 2. Ensure compatibility of adjacent land uses. Goal 3: Ensure housing development is compatible with existing and adjacent land uses and provides accessibility to key community features and natural amenities. Policy 1: Link trails to parks, lakes and schools. Density and Land Area Calculations The following chart implements Met Council's formula for calculating net density. a (acres)MW[ Gros7&Water 30.47 In WetlandBodies 13.60 Public Parks & Open Space 0.00 Arterial ROW 0.00 Other (Wetland Buffer Conservation Easement) 2.40 Net Area (acres) 14.47 # of Units 35 Gross Density (units/acre) 1.15 Net Density (units/acre) 2JA St. Clair Estates meets the land use goals by developing a single family residential subdivision that is consistent with low density residential development as guided by the Comprehensive Land Use Plan. Low density residential development allows for 1.6 to 3.9 units per net acre. The net density for the development is 2.42 units per net acre. This is consistent with density requirements. The development is compliant with zoning, subdivision and other applicable city ordinances. It is also compatible with the existing adjacent residential, commercial and civic/institutional land uses. The proposed trails and sidewalk link the development to existing trails, the Regional Park, Rice Lake Elementary School and Sprit Hills Center commercial development. Housing Plan al Goal 1: Ensure housing development is compatible with existing and adjacent land uses and provides accessibility to key community features and natural resources. Policies: 1. Link trails to parks, lakes, and schools. 2. Ensure commercial development and mixed -use areas are appropriately dispersed throughout the city. St. Clair Estates meets the goals of the housing plan. The development is compatible with the existing adjacent residential, commercial and civic/institutional land uses. The proposed trails and sidewalk link the development to existing trails, the Regional Park, Rice Lake Elementary School and Sprit Hills Center commercial development. Economic Development Goal 1: Expand and diversify the city's tax base by encouraging mixed -use and nodal development to lessen the tax burden on residential properties. Policy 4: Develop walkable neighborhoods with commercial nodes and amenities for residents. St. Clair Estates encourages a walkable neighborhood by providing trails and sidewalks to Birch Street. This pedestrian corridor links the residents with the Sprit Hills Center commercial node. Transportation Plan Goal 1: Plan for and achieve required street improvements and connectivity throughout the City of Lino Lakes. Policies: 1. Develop a transportation plan that will identify and plan for needed public transportation options and street construction, upgrading, and related funding requirements. 2. Ensure by 2030 that main east/west and north/south transportation corridors are of good quality and allow for potential, required expansion and upgrades, i.e., widening, expanded capacity, turn lanes, and accommodating pedestrian and bicycle facilities. Goal 2: Ensure that streets and roads are as safe as possible. Policies: I. Identify potential traffic safety problem areas and adopt plans to lessen risks as traffic volume increases along these problem stretches and intersections. 5 Goal 6: Promote alternative transportation such as bicycling, walking, transit and rail. Policies: 1. Work to physically connect neighborhoods with roads and pedestrian/bicycle links. 2. Encourage sidewalks and separated pathways along all arterial collector, and local streets in developing residential and commercial areas. Goal 7: Maintain and coordinate the transportation system with adjacent communities, Anoka County, Washington County, Metropolitan Council and Mn/DOT. Policies: 1. Use the functional classification system to define and plan existing and new roadways. 2. Develop and utilize access management guidelines in conjunction with Anoka County. 3. Continue to work with surrounding jurisdictions, state and federal agencies to ensure an integrated transportation system. Existing Transportation System 172 Functional Right of Way Paved Road Width Classification Width CSAH 34 (Birch St) `B" minor arterial Varies (120 feet) Varies CSAH 49 (Hodgson "A" minor arterial Varies (120 feet) Varies Rd) Ware Road (north of Local street 66 feet Varies CSAH 34) Ware Road (south of Collector 66 feet Varies CSAH 34) Hokah Drive Local Street 60 feet 32 feet Existing Sioux Lane Local Street 60 feet 32 feet Proposed Sioux Lane Local Street 60 feet 32 feet In April 2011, the City and Anoka County retained SRF Consulting Group to analyze the CSAH 34 (Birch Street) corridor from CSAH 46 (Hodgson Road) to CSAH 54 (20th Avenue) to address safety, access and mobility needs. The CSAH 34 Corridor Study guides transportation improvement decisions and establishes an improvement plan to address corridor needs. Anoka Highway Department Access Spacing Guidelines are also applicable to this development. Managing access along this corridor is a critical safety issue. Figure 15: Recommended Corridor Plan identifies the following improvements from CSAH 49 (Hodgson Road) to Tomahawk Trail: Con 1. Four lane roadway 2. Signal locations at CSAH 49(Hodgson Road) and Ware Road 3. Future 3/4 access intersection at Totem Trail 4. Full access at Tomahawk Trail 5. Future cul-de-sac or loop without access to Birch Street on subject property Figure 18: Potential Access Management Strategies identifies the following improvements: 1. Removal of one driveway at 325 Birch Street (Apitz Garage) 2. Right In/Right Out movements a. 325 Birch Street b. Lakota Trail c. Hokah Drive (north and south of Birch Street) 3. Future 3/4 access intersection at Total Trail 4. Removal of private driveways onto Birch Street when feasible 5. Future cul-de-sac or loop without access to Birch Street on subject property 6. Full Access at Tomahawk Trail Anoka County Highway Department Access Spacing Guidelines also dictate intersection and signal spacing along county road. Full movement intersection spacing is typically allowed every'/4 to'/2 mile. Signal spacing is typically allowed every'/2 mile. In 2012-2013, road and signal improvements were installed at CSAH 34 (Birch Street) and Ware Road consistent with the CSAH 34 Corridor Study and Anoka County Highway Department Access Spacing. These improvements were installed to accommodate traffic from Sprit Hills Center (commercial development), Spirit Hills (current residential development), Shenandoah 3rd Addition (current residential development) and Subject Site (future residential development) Hokah Drive was reconstructed in 2015. A Traffic Study was prepared by SRF Consulting Group, Inc. dated May 12, 2016 for the St. Clair Estates development proposal. The development is expected to generate daily 27 a.m. peak hour, 36 p.m. peak hour and 334 trips. Traffic Distribution Existing ADT Estimated ADT Road (Average Daily (2019 Build Difference Traffic) Conditions) Hokah Drive 250 450 +200 Sioux Lane 600 750 +150 Birch Street 13,600 14,350' +750 Hodgson Road 16,600 17,550' +950 (north of Birch) 7 Hodgson Road 11,100 11,800, +700 (south of Birch) 1Increased ADT Counts on Birch Street and Hodgson Road are due to increased development throughout the entire City, not just St. Clair Estates Per the City's Transportation Plan, typical average daily traffic on local streets is less than 1,000. The increased projected trips on Hokah Drive and Sioux Lane are less than 1,000. Peak Hour Level of Service (LOS) Existing Peak Hour LOS Proposed Peak Hour LOS Intersection A.M. Pea P.M. Peak A.M. Peal P.M. Peak Birch Street and Hodgson Drive B D C D Birch Street and Ware Road A B A B Birch Street and Hokah Drive A/C A/C A/C A/C Ware Road and Sioux Lane A/A A/A A/A A/A Ware Road and Hodgson Road A/B A/B A/B A/C Hokah Drive and Sioux Lane A/A A/A A/A A/A Notes: 1. A.M. Peak Hour is lam to 8am and PM Peak Hour is 4: 30pm to S: 30 pm 2. Overall LOS/Worst Side Street LOS Capacity analysis results identify a Level of Service which indicates the quality of traffic flow through an intersection. The LOS results are based on average delay per vehicle. The existing roads and intersections providing access to the development have structural capacity to accommodate the projected traffic from the proposed subdivision. The proposed Levels of Service do not degrade by more than one (1) LOS; therefore the subdivision is not considered premature. The Anoka County Highway Department letter dated March 14, 2016 provides the following comments: 1. No additional right of way is required along CSAH 34. 2. The development proposes no new access points onto CSAH 34 which is consistent with the 2011 Corridor Plan. Staff has received calls from existing residents along Hokah Drive and Sioux Lane expressing concerns regarding current speeding issues, the development's lack of access to Birch Street and a the general increase in traffic. The Police Department has not received any formal complaints from residents regarding speeding on Sioux Lane or N. Hodgson Road. As discussed, per the CSAH 34 Corridor Study and Anoka County Access Spacing Guidelines, access to Birch Street is not warranted. Site constraints such as wetlands and the fact the site only abuts CSAH 34 with 80 feet of right of way that is over an open stormwater ditch makes access to Birch Street cost prohibitive. The existing roads have structural capacity to handle an additional 334 trips per day. Spirit Hills, Shenandoah 3rd Addition and St. Clair Estates also benefit from a signalized intersection at Ware Road and Birch Street. Goal #6 of the Transportation Plan is to promote alternative transportation such as bicycling, walking, transit and rail. The existing trail along the north side of Birch Street provides pedestrian connectivity to the Rice Lake Elementary School, Rice Creek Chain of Lakes Regional Park and Sprit Hill Center, a multi -tenant retail center. An emergency access trail will be constructed off the end of the cul-de-sac south to Birch Street to provide addition connectively. The potential for a trail north through Outlot A to provide access to the Regional Park is also being analyzed. Sanitary Sewer Plan Goals of the sanitary sewer plan are to ensure well -planned, quality residential development that conserves and enhances the city's natural resources and to provide an affordable and safe sanitary sewer system. The site is located in Sanitary Sewer District 1 (Sub -district 1B) and is served by MCES Lift Station L69 that is adequately sized for the development. An 8" PVC sanitary sewer main will extend through the development and connect with a 12" PVC sanitary sewer main in Birch Street. The site is also located in Utility Staging Area 1A=2008-2015. Water Supply Plan A goal of the water supply plan is to provide residents affordable potable water that is safe and of high quality for daily consumption and fire demand. The site is served by a 6" and 8" watermain through the development and will connect with an existing 16"watermain in Birch Street and 8" watermain on Sioux Lane. Planning Districts The site is located in Planning District 1 and is guided for low density residential development. There are no specific planning recommendations for this site. The site is located within the Rice Lake resource management units (RMU). Zoning I Current Zoning R-1, Single Family Residential Current Land Use Open Space, Grassland Future Land Use per CP Low Density Residential (1.6 to 3.9 units per acre) Utility Staging Area 1A=2008-2015 (south 2/3 ) Surrounding Zoning and Land Use Direction Zoning Current Land Use Future Land Use North PSP, Public & Regional Park Parks/Open Space Semi -Public South R-1, Single Family Single Family Single Family Residential Residential Residential East PSP, Public & Education (Rice Lake Public Semi -Public Elementary School) West R-1, Single Family Single Family Single Family Residential Residential Residential Zoning Requirements Required per R-1 Proposed Min. Lot Size' (upland) 10,800 s.f Ave. 13,963 s.f. gross Min. Lot Width (feet) 80 Min. 80 feet Min. Lot Depth (feet) 135 Min. 135 feet Building Setback (feet) -From Local Streets 30 30 -Rear --Principal 30 30 -Side --Principal 10 10 --Accessory 5 5 Buffer Adjacent to Collector 15 foot NA Impervious Surface 40% 10 --Outside Shoreland Reviewed at building District 40% permit Reviewed at building --Within Shoreland District 30% permit 'Net area required is 10,800 s.f. of contiguous buildable land measured upland from a 10 feet buffer extending outward from the delineated wetland boundary Building Requirements At the time of building permit, each individual single family dwelling unit will be reviewed for compliance regarding floor area, garage and design and construction standards. Subdivision Ordinance Conformity with the Comprehensive Plan and Zoning Code The preliminary plat is consistent with the comprehensive plan for low density residential development and zoning code requirements for R-1, Single Family as discussed above. Blocks and Lots The preliminary plat has 35 single family lots and 6 outlots. Outlots A and C are for stormwater ponds. Outlot B is wetland area. Outlot E is for an emergency access trail to Birch Street. One block is approximately 1,100 linear feet long. A pedestrian way is suggested on blocks over 900 but due to the wetlands on the east and existing neighborhood on the west, no connection is warranted. Lots 3 and 4, Block 1 are uniquely shaped lots but meet lot width and size requirements. Driveways to these lots are 12 feet wide at the right of way. Comments: 1. Outlots D and F do not meet the requirements for platting outlots and shall be combined with adjacent outlots. 2. No lots shall extend into the delineated wetland boundary. a. Lots 19, 20 and 23, Block 1 shall be revised. 3. Lot 23, Block 1 does not meet the 80 foot lot width requirement and shall be revised. 4. It shall be noted that Lot 9, Block 1 will have limited ability to construct accessory structures or deck due to 150 feet setback requirement from OHWL. 5. The driveways on Lot 3 and Lot 4, Block 1 shall be a minimum of 10 feet apart at the right of way. Streets and Alleys 11 The proposed Sioux Lane is a local road platted with 60 feet of right of way and 32 foot wide paved road surface. It will be extended east from the Sioux Lane right of way that was platted in Shenandoah 3rd Addition. To maximize lots abutting the wetland and open space, the developer is proposing a "boulevard loop" at the north end. The cul-de-sac exceeds 500 feet and a variance shall be required. To mitigate emergency access concerns related to the long cul-de-sac, a 10 foot wide, 7 ton emergency access trail will be constructed to Birch Street. A temporary access for construction traffic off of Birch Street was discussed with Anoka County Highway Department but will not be allowed. The driveway at 441 Birch Street encroaches onto 453 Birch Street and a driveway and access easement is proposed. This potentially impacts the location of the trail and should be evaluated. Comments: 1. Sidewalk shall be installed on one side of Sioux Lane. 2. The north -south section of Sioux Lane shall be renamed to eliminate possible confusion with the existing Sioux Lane for emergency services. 3. The configuration of the cul-de-sac, Lot 23, Block 1 Outlot C and emergency access trail shall be re-evaluated. a. Public Safety has concerns regarding the curve on the trail onto the cul-de- sac. b. The developer should discuss any interest or possibility of relocating the existing driveways at 441 and 453 Birch Street onto the cul-de-sac. 4. The property owner at 6640 Hokah Drive shall relocate the existing driveway onto Sioux Lane. 5. The proposed Trail and Access Easement from Outlot E to Birch Street shall be a minimum of 40 feet wide. 6. A minimum 10 feet of separation shall be required between the proposed trail and the existing driveway at 441 Birch Street. 7. Truck turning template shall be provided for the "boulevard loop" at the north of Sioux Lane. 8. Due to the unique "boulevard loop", it is important to note the property owners shall be responsible for mowing and maintaining the right of way boulevard. 9. The existing trail along the north side of Birch Street shall be shown on the preliminary plat. Easements Standard drainage and utility easements at least 10 feet wide are provided along all lot lines. Drainage and utility easements shall also be dedicated 10 feet above the high water level over stormwater drainage ponds. Drainage and utility easements are also shown as 12 being dedicated over stormwater management outlots. Conservation easements shall be dedicated over the wetland management corridor. Comments: 1. The proposed Trail and Access Easement from Outlot E to Birch Street shall be a minimum of 40 feet wide. Storm Water Management and Erosion and Sediment Control Per the Site Design Narrative and Storm Water Calculation report, the existing site is mostly undeveloped open field with minimal tree coverage. Soil borings generally indicate sandy materials (fine-grained sand — SP; fine-grained sand with silt — SP-SM) with some silty materials (silty fine sand — SM). The majority of the site drains east and north to Rice Lake. Three NURP ponds and one infiltration basin are proposed to manage stormwater. Comments: 1. The proposed infiltration basin located in the "boulevard loop" shall be eliminated or shall be HOA maintained. Utilities Public water, sanitary and storm sewer utilities will be installed within the development. Sanitary Sewer An 8" PVC sanitary sewer main will service the development and connect with a 12" PVC sanitary sewer main in Birch Street. Watermain A 6" and 8" watermain will serve the development and will connect with an existing 16"watermain in Birch Street and 8" watermain on Sioux Lane. Public Land Dedication Staff has received calls from neighborhood residents requesting a park and trail in the new development. The Park, Natural Open Space, Greenways and Trail System Plan does not indicate a future neighborhood park within the area. The Park Board will review the development at their June 6, 2016 meeting and make recommendation regarding public land dedication or cash in lieu. The City is in discussion with Anoka County Parks regarding the potential of a trail corridor north through Outlot A to access the Regional Park. If it is determined a trail is feasible, trail construction costs will be credited to the developer. An emergency access trail south to Birch Street is will be accessible for recreational use. These costs will not be credited to the developer. 13 If cash in lieu of land dedication is required: St. Clair Estates 35 lots x $2,500 = $87,500 Comments: 1. If it is determined a trail is feasible, a separate, recordable Trail and Access Agreement shall be required on Outlot A. Tree Preservation The goal of tree preservation is to minimize unnecessary loss of habitat, biodiversity and forest resource and to replace removed trees in areas where tree cover is most critical. The Tree Inventory identifies the basic use area (BUA), Environmentally Sensitive Areas (ESA) and trees proposed for removal. According to the plan, there are 104 total trees being removed within the BUA, 0 trees being removed outside the BUA and 15 new trees required for replacement. These 15 replacements trees will be satisfied through open space area landscaping requirements. The Environmental Coordinator will review and make additional comments on the Tree Preservation Plan. Comments: 1. The table on Sheet S7 shall include a column that clearly indicates the 75 trees are being removed from the non -ESA and the 29 trees being removed from Natural Resource Protected Area. Landscaping Boulevard trees are required at the rate of one (1) tree per lot frontage for single family and two family lots. Thirty-eight (38) boulevard trees are proposed which is compliant with the ordinance. Open areas are being landscaped with 33 trees and 99 shrubs as required by Section 1007.043(16). Landscape screening and buffers are not required. The Environmental Coordinator will review and make additional comments on the Landscape Plan. Environmental Assessment Worksheet (EAW) 14 An Environmental Assessment Worksheet is not mandated. The 35 unattached residential units are under the 250 unattached unit thresholds. Wetlands A wetland boundary delineation report was prepared by Jacobson Environmental, PLLC on April 18, 2016. An application for wetland boundary was submitted to RCWD and is pending approval. According to the report, 2 wetland types were found on the subject site. Two sample points were also taken west of the wetlands and were found to lack wetland hydrology. Per the preliminary plat, the wetland area is 13.6 acres. The development maintains a greenway corridor and does not propose any wetland impacts. The site is located within in the RCWD Lino Lakes Comprehensive Wetland Protection and Management Plan boundary and Wetland Management Corridor (WMC). A conservation easement covering approximately 2.6 acres of wetland buffer is proposed. Comments: 1. RCWD WCA Notice of Decision shall be provided to the City. Floodplain FEMA updated the Anoka County Flood Insurance Study (FIS) and Flood Insurance Rating Map (FIRM) on December 16, 2015. The DFIRM indicates a Zone AE floodplain on the subject site with a base flood elevation of 887.0. Lots 8-10, Block 1 potentially extend into the floodplain but the site grading and building pads will not impact the floodplain. Comments: 1. The BFE 887.0 elevation shall be shown on the preliminary plat. 2. Any lot extending into the floodplain shall be required a FEMA LOMA prior to issuance of a building permit. Shoreland Management Overlay The site is located in a Shoreland Management Overlay district. Rice Lake is a Natural Environment Lake with an 883.1 OWHL elevation. A setback of 150 feet from the OHWL is required for all primary and accessory structures. Impervious surface coverage of 30% applies to all lots within the overlay district. Comments: 15 Lots 7-10, Block 1 are subject to the 150 foot setback requirement. a. These lots meet lot width and size requirements but builders should be cognizant of the setback and design accordingly for decks or future additions. b. Lots 8-9, Block 1 have limited area above the OWHL for accessory structures. Growth Management Policy Per the Comprehensive Plan (page 3-27), an annual average of 230 units per year over each 5 year phasing period not to exceed 345 units in any 1 year is allowed. At the end of the 5 year phasing period unallocated units will be averaged out over the next 5 years. St. Clair Estates will be developed in one phase. Grading of the site is anticipated this summer with potential home construction in the fall. Final Plat A land use application for final plat shall be required. FINDINGS OF FACT Section 302.03(1)(h) states the minimum length of a cul-de-sac shall be 500 feet. The proposed cul-de-sac in St. Clair Estates is approximately 1,200 feet. A variance shall be required. No variance shall be granted unless it meets all the criteria in paragraphs 1. through 7. below. The City shall make findings regarding compliance with these criteria. 1. The variance shall be in harmony with the general purposes and intent of the ordinance. The general purpose and intent of the Street Construction Standards ordinance is to establish standards to encourage well planned and efficient streets by establishing standards for design and construction. Cul-de-sacs lengths are often limited in length for emergency access concerns. This issue is being mitigated by requiring a 10 foot wide, 7 ton emergency access from the cul-de- sac south to CSAH 34 (Birch Street). Emergency access can be obtained from the south via Birch Street in the event the north intersection at Sioux Lane is blocked. Hydrants will also be located every 300 feet for fire protection. 2. The variance shall be consistent with the comprehensive plan. 16 The variance request is consistent with the comprehensive plan. The subject site is guided for low density residential development and the proposed residential development is consistent in regards to land use and density. 3. There shall be practical difficulties in complying with the ordinance. "Practical difficulties," as used in connection with the granting of a variance, means that the property owner proposes to use the property in a reasonable manner not permitted by the ordinance. Economic considerations alone do not constitute practical difficulties. Practical difficulties include, but are not limited to, inadequate access to direct sunlight for solar energy systems. There are practical difficulties in accessing CSAH 34 (Birch Street) due to existing wetlands, stormwater ponds and open ditch and access spacing guidelines per Anoka County Highway Department and CSAH 34 Corridor Study. The subject property also has limited right-of-way abutting CSAH 34. The property owner proposes to use the property in a reasonable manner. The subject site is guided for low density residential development and the proposed residential development is consistent in regards to land use and density. 4. The plight of the landowner shall be due to circumstances unique to the property not created by the landowner. The plight of the landowner is due to circumstances unique to the property and was not created by the landowner. The developer is proposing to purchase an existing lot of record platted in 2004. 5. The variance shall not alter the essential character of the locality. The variance shall not alter the essential character of the locality. The adjacent properties are residential subdivisions and the Rice Lake Elementary School. 6. A variance shall not be granted for any use that is not allowed under the ordinance for property in the zoning district where the subject site is located. Single family detached homes are allowed as Permitted Uses in the R-1, Single Family Residential District. 7. In accordance with MN Stat. 462.357, Subp. 6, variances shall be granted for earth sheltered construction as defined in MN Stat. 216C.06, Subd. 14, when in harmony with the zoning ordinance. Not applicable. 17 RECOMMENDATION Staff recommends approval preliminary plat and variance subject to the following conditions: 1. Comments from WSB Plan Review Letter dated June 2, 2016 shall be addressed. 2. Any comments from the Park Board shall be addressed. 3. Any comments from the Environmental Board shall be addressed. 4. Outlots D and F do not meet the requirements for platting outlots and shall be combined with adjacent outlots. 5. No lots shall extend into the delineated wetland boundary. a. Lots 19, 20 and 23, Block 1 shall be revised. 6. Lot 23, Block 1 does not meet the 80 foot lot width requirement and shall be revised. 7. It shall be noted that Lot 9, Block 1 will have limited ability to construct accessory structures or deck due to 150 feet setback requirement from OHWL. 8. The driveways on Lot 3 and Lot 4, Block 1 shall be a minimum of 10 feet apart at the right of way. 9. Sidewalk shall be installed on one side of Sioux Lane. 10. The north -south section of Sioux Lane shall be renamed to eliminate possible confusion with the existing Sioux Lane for emergency services. 11. The configuration of the cul-de-sac, Lot 23, Block 1, Outlot C and emergency access trail shall be re-evaluated. a. Public Safety has concerns regarding the curve on the trail onto the cul-de- sac. b. The developer should discuss any interest or possibility of relocating the existing driveways at 441 and 453 Birch Street onto the cul-de-sac. 12. The property owner at 6640 Hokah Drive shall relocate the existing driveway onto Sioux Lane at their expense. 13. The proposed Trail and Access Easement from Outlot E to Birch Street shall be a minimum of 40 feet wide. 14. A minimum 10 feet of separation shall be required between the proposed trail and the existing driveway at 441 Birch Street. 15. Truck turning template shall be provided for the "boulevard loop" at the north of Sioux Lane. 16. Due to the unique "boulevard loop", it is important to note the property owners shall be responsible for mowing and maintaining the right of way boulevard. 17. The existing trail along the north side of Birch Street shall be shown on the preliminary plat. 18. The proposed Trail and Access Easement from Outlot E to Birch Street shall be a minimum of 40 feet wide. 19. The proposed infiltration basin located in the "boulevard loop" shall be eliminated or shall be HOA maintained. 20. If it is determined a trail is feasible, a separate, recordable Trail and Access Agreement shall be required on Outlot A. IN 21. The table on Sheet S7 shall include a column that clearly indicates the 75 trees are being removed from the non -ESA and the 29 trees being removed from Natural Resource Protected Area. 22. RCWD WCA Notice of Decision shall be provided to the City. 23. The BFE 887.0 elevation shall be shown on the preliminary plat. 24. Any lot extending into the floodplain shall be required a FEMA LOMA prior to issuance of a building permit. 25. Lots 7-10, Block 1 are subject to the 150 foot setback requirement. a. These lots meet lot width and size requirements but builders should be cognizant of the setback and design accordingly for decks or future additions. b. Lots 8-9, Block 1 have limited area above the OWHL for accessory structures. ATTACHMENTS 1. Site Location Map 2. Aerial Map 3. Neighborhood Map 4. City Engineer Letter dated June 2, 2016 5. Anoka County Transportation Division Letter dated March 14, 2016 6. Civil plans prepared by Plowe Engineering dated March May 10, 2016 and received by the City on May 10, 2016 7. Preliminary plat plans prepared by EG Rud & Sons dated May 9, 2016 and received by the City on May 10, 2016 8. Figure 15 & 18, CSAH 34 Corridor Study 9. Park, Greenway and Trail System Plan 19 —� N C 00 1 T Y` 'O F Site Location Map W E oETTIiiiiiETTEM soo i,000 2AFeet IN - L KES S . N Aerial Map 250 500 ',°°° CITY °,>ea�_ OF W E Feet LINOLAKES s "1 , mmw to ���� j//:�// ! AVM vol Clair Estates 10 vol 35 SF Lots MAI Rice Lake Elementa Spirit Hills Center Pei IOM 0 0 0 0 M* 0 0 0 Om 0 0 0 0 :41011101019 Niel* 41M y FtI A WSB Building a legacy —your legacy. Memorandum To: Katie Larsen, City Planner From: Diane Hankee PE, City Engineer Date: June 2, 2016 Re: St. Clair Estates Plan Review WSB Project No. 2988-220 701 Xenia Avenue South Suite 300 Minneapolis, MN 55416 Tel: 763-541-4800 Fax: 763-541-1700 We have reviewed the Preliminary Plat documents dates and submitted on May 10, 2016 for St. Clair Estates in Lino Lakes, MN prepared by Plowe Engineering, Inc. The following are our review comments that should be responded to in writing by the applicant: GRADING, EROSION AND SEDIMENT CONTROL The grading, erosion and sediment control preliminary plat documents need to be submitted with the proposed changes for review. We do not anticipate any significant changes to the proposed layouts with relation to grading, erosion and sediment control preliminary. 2. A note needs to be added detailing precautions to be taken around infiltration basin during construction to prevent machinery from damaging the basin. 3. The applicant is to label the FEMA floodplain limits on grading plans. 4. The applicant is to include soil boring 17 in the water table measurements on the grading plan. 5. The minimum slope for yard drainage is 2%, the applicant shall modify Lots 1-5 Block I and all Block 2 lots. 6. The applicant is to label proposed high points between lots, and proposed elevations at property corners. 7. The applicant shall address the EOF elevations of the ponding areas verses the top of berm elevations. Equal Opportunity Employer wsbeng.com S1Community DevelopmentTrojmts\Planning Cases\St. Clair Estates\Staff Reports\20160608 PZ (PP-Variance)\420160602 Engineering Review Lino Lakes -St Clair Estates final.docx Ms. Katie Larsen June, 2, 2016 Page 2 STORMWATER MANAGEMENT We reviewed the Stormwater Drainage Report for St. Clair Estates, dated May 9, 2016, and provided by Plowe Engineering, Inc. and have the following comments: 1. Rate control is being met. 2. All water quality requirements are being met. 3. The stormwater management design and calculations need to be updated and re- submitted with the proposed changes for review. We do not anticipate any significant changes to the proposed layouts with relation to the storm sewer system. 4. The side yard storm sewer on narrow lots needs to be coordinated with the building plans. No overhanging windows or window wells can be installed. A clear 20 feet needs to be provided. The applicant shall provide a summary of side yard storm sewer with pipe depths and a summary of how future access for maintenance will be accommodated. FLOODPLAIN Project affects the FEMA floodplain at Outlot B. The applicant shall obtain a Letter of Map Revision and provide the application to City. WETLANDS The City of Lino Lakes is not the Local Government Unit (LGU) for the Wetland Conservation Act (WCA), therefore, regulatory WCA comments are not provided here as the Rice Creek Watershed District will be the LGU to review and approve the wetland delineation. Provided the LGU approves the wetland delineation, there are no proposed wetland impacts. Therefore, no wetland mitigation approval is needed. 2. Wetland buffers are shown on the plan set. The RCWD will have regulatory authority over review and approval of the wetland buffer. 3. A conservation easement is recommended for parcels adjacent to the lake to protect the buffer area. ENVIRONMENTAL 1. No comments at this time. WATER SYSTEM Reference the City's 2016 General Specifications and Standard Detail Plates for Street and Utility Construction with the Final Plat and plan submittal. Include all applicable City Standard Detail Plates. SACommonity Development\ProjectsTlanning Cases\St. Clair Estates\Staff Reports\20160608 PZ (PP-Varlance)\t 20160602 Engineering Review Lino Lakes -Si Ms. Katie Larsen June, 2, 2016 Page 3 2. Extend the proposed watermain to the south and connect to the existing watermain at Birch Street to loop the system. 3. The watermain around the looped road shall be 8 inches in diameter. 4. Show gate valve locations on the plans. Gate valves are required on all hydrant leads. 5. Water services shall be shown on the plans. 6. The City's Deputy Director of Fire should review the hydrant locations. It is recommended to add or adjust hydrant locations to provide fire protection to Lots 8 and 9 Block 1. 7. Modify Watermain Note 2 on the cover page to read that a two foot minimum vertical separation is required where the watermain or water services cross the sewer. Refer to Standard Detail Plate WAT-3. 8. Include note that watermain including valves, fittings, hydrants, and appurtenances is to be wrapped in polyethylene film. 9. Include note that fittings shall be ductile iron Class 350 compact fusion -bonded epoxy coated. SANITARY SEWER SYSTEM The sanitary sewer is less than 7 feet deep at SAN MH 8 and the City's standard is 7.5 feet deep. The proposed 7 feet depth will be verified with the City's Utility Supervisor. The sanitary sewer is 7 to 8 feet deep within the entire northern loop. This condition will cause several conflicts with the water main and with sanitary and water services in the area. Once additional information is provided we will review for conformance. 2. Sanitary sewer services need to be shown on the plans. The plans need to specify the installation of tracer wire for sanitary services. Sanitary sewer services for Lots 3-7 Block 1 are of concern due to excessive length. These may require cleanouts or extending the main further into the loop providing more standard lengths. 3. Sanitary sewer pipe deeper than 15 feet shall be SDR 26 and labeled on the plans. STORM SEWER SYSTEM 1. Provide storm sewer calculations and drainage area maps with your construction plan submittal to verify the size of pipes and spacing of catch basins. 2. Several storm sewer pipe lengths do not currently meet the minimum 3 fps requirement. (CBMH 301-FES 300; FES 108-CBMH 107; FES 104-CBMH 103; CB 113-CBMH 112; SACommonity Development\ProjectsTlanning Cases\St. Clair Estates\Staff Reports\20160608 PZ (PP-Varlance)\t 20160602 Engineering Review Lino Lakes -Si Ms. Katie Larsen June, 2, 2016 Page 4 CBMH 112-(ST/CB)MH 111; CB 204-(CB)MH 2O5; (CB)MH 205-CBMH 2O2; (ST/CB)MH 201-FES 200. 3. The storm sewer pipe between CBMH 301 and FES 300 shall be adjusted such that future maintenance would not encroach upon the adjacent private property. 4. Several structures are shown at or below minimum cover (CBMH 101; CBMH 114; CBMH 115; CB 204; CBMH 301; CBMH 302). Verify with the final construction plan submittal that all storm sewer pipe has a minimum 2 feet cover which includes the pipe thickness. 5. The type of storm sewer pipe is not labeled on the plans and shall be reinforced concrete pipe per City standards. TRANSPORTATION 1. A Traffic Study was prepared by SRF Consulting Group, dated May 9, 2016. The following comment/questions should be addressed. • The analysis documents an issue with the backup of traffic southbound on Hodgson Road turning left onto Birch Street. It is indicated that this backup is more than 400 feet which will impact the southbound through traffic creating a potential safety concern with stopped traffic in the through lane. Existing crash data should be reviewed to determine if an issue exists? It was further indicated that signal timing improvements would help elevate the issue now and in the future with the proposed site traffic. This analysis should be completed documenting the improvement and impacts to other approaches, if any. • In the "Neighborhood Impacts" section the traffic volume increases show ranges on each roadway. We recommend using the actual estimates. The traffic volume figures show actual estimates. Showing the increase in the AM and PM peak hour volumes should also be included. • More clarification should be provided in the "Neighborhood Impacts" section. This should include documentation of what a typical residential street should/would look like including examples of other streets with similar traffic volumes and characteristics. 2. The site plan shows a loop street configuration north of the intersection where northbound Sioux Lane turns west to Hokah Drive. A WB — 53 truck turning template should be provided to insure that they can maneuver around the street configuration. It is recommended that this area is required to be maintained by a Home Owners Association. 3. An emergency vehicle access / trail is shown from the end of the cul-de-sac through Outlot E that connects to the existing trail on the north side of Birch Street south of the development. The trail connection in the cul-de-sac is next to the proposed driveway to lot 23. The location and design of the connection should be completed to insure that it is SACommonity Development\ProjectsTlanning Cases\St. Clair Estates\Staff Reports\20160608 PZ (PP-Varlance)\t 20160602 Engineering Review Lino Lakes -Si Ms. Katie Larsen June, 2, 2016 Page 5 not mistaken as a driveway. The City should consider requiring that the cul-de- sac be straightened out or angled slightly to the east, to provide a straight trail alignment for fire truck access and for potential future extension. Consideration for screening or separation from the existing driveway at 441 Birch St and the proposed trail shall be addressed by the applicant. The emergency vehicle access / trail shall be 10 feet wide and meet a 7 ton design standard. The connection to the existing trail on the north side of Birch Street is shown through exiting residential property. 4. Anoka County will not allow a construction access off of CSAH 34. Staff inquired with the County to address a resident request in an effort to avoid using residential streets. 5. Sidewalks are recommended on the new street and extend to the existing Hokah Drive. 6. Pedestrian Ramps need to meet current ADA requirements. 7. The existing driveway connection at Sioux Lane needs to be detailed on the plans based on coordination between the applicant and the property owner. FINAL PLAT 1. Additional drainage and utility easements needed in the rear yards of Lots 2-5, Block 1, for conveyance of surface water drainage. 2. Expansion of drainage and utility easements needed in the rear yards of Lots 4-12, Block 2, for coverage of the 904 contour (EOF). 3. The easement over the emergency access/trail, sanitary sewer, and watermain needs to be a minimum of 50 feet wide to accommodate the utilities. 4. At Outlot B maintenance access is recommended to be included. 5. It is recommended to include access to the lake at Lot 3 Block 1. DEVELOPMENT AGREEMENT 6. Required with final plat. PERMITS 1. NPDES Construction General Permit 2. Rice Creek Watershed Permit a. Wetland delineation per the WCA b. Wetland buffers c. Stormwater and erosion control. SACommonity Development\ProjectsTlanning Cases\St. Clair Estates\Staff Reports\20160608 PZ (PP-Varlance)\t 20160602 Engineering Review Lino Lakes -Si Ms. Katie Larsen June, 2, 2016 Page 6 3. US Corps of Engineers wetland delineation 4. MDH for Water System 5. MPCA Sanitary Sewer Extension 6. DNR Water Appropriation if temporary dewatering is needed. 7. Anoka County Right of Way 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. SACommonity Development\ProjectsTlanning Cases\St. Clair Estates\Staff Reports\20160608 PZ (PP-Varlance)\t 20160602 Engineering Review Lino Lakes -Si Anoka County TRANSPORTATION DIVISION Highway Douglas W. Fischer, PE I March 14, 2016 County Engineer City of Lino Lakes 600 Town Center Parkway Lino Lakes, MN 55014-1182 Re: Preliminary Plat - St. Clair Estates Dear Katie, We have reviewed the preliminary plat of St. Clair Estates, to be located north of CSAH 34 (Birch Street) and east of Hokah Drive NE within the City of Lino Lakes and I offer the following comments: The existing right of way along this portion of CSAH 34 is 60 feet which should be adequate for future reconstruction purposes. Consequently, no additional right of way will be required at this time. No new access points onto CSAH 34 are proposed for this development, which is consistent with the previously completed corridor plan for this route, and all access is to be made via the internal connection to Hokah Drive NE. Also, it should be noted that Hokah Drive NE at CSAH 34 is to become a right turn in/right turn out access at some point in the future, as per the CSAH 34 corridor study. It should be anticipated that this development will increase turning maneuvers at the CSAH 34/Hokah Drive NE intersection, so the City may wish to weigh out those impacts and consider a timetable for the CSAH 34/Hokah Drive NE access changes in conjunction with this development. ACHD would like to work with local governments promoting compatibility between land use and the county highway system. It should be recognized that residential land uses located adjacent to county highways often results in complaints about traffic noise. Existing and/or future traffic noise from CSAH 34 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 are responsible for taking all reasonable measures to prevent land use activities listed in the MPCA's Noise Area Classification (NIAC) where establishment of the land use would result in violations of established noise standards. It is advised that the City and the Developer should assess the noise situation for this development as it is proposed to be located directly adjacent to CSAH 34, and take the level of action deemed necessary to minimize the impact of any highway noise by incorporating the appropriate noise mitigation elements into the design and phasing of this plat as applicable. Our passion is your safe way home! 1440 Bunker Lake Blvd. NW ♦ Andover, MN 55304-4005 Office:763-862-4200 ♦ Fax:763-862-4201 ♦ www.anokacounty.us/highway Affirmative Action / Equal Opportunity Employer The ACHD Engineering Plan Review process will apply to this development. Calculations must be submitted along with a grading and erosion control plan that delineates the drainage areas for this development. The post -developed rate/volume of runoff must not exceed the pre -developed rate/volume of runoff for the 10-year, critical design storm. Contact Zachary Borgerding, Engineer I, via telephone at 763.862.4263, or via email at Zachary.Borgerding(a)_co.anoka.mn.us for further information and to coordinate the ACHD Engineering Plan Review process. Please submit the drainage calculations, grading and erosion control plans, the ACHD Design Requirements Checklist for County Highway Modifications (copy available via our website), and the ACHD Engineering Plan Review fee (currently estimated at $150.00) to Mr. Borgerding for his review and approval. If any work is to be performed in the county right of way, a permit is required and must be obtained prior to the commencement of any construction (permit fee = $150.00). License Permit Bonding, methods of construction, design details, work zone traffic control, restoration requirements and follow-up inspections are typical elements of the permitting process. Contact Jorge Bernal, Traffic Engineering Technician I via telephone at 763.862.4224 or via email at Jorge. BernalDelgado co.anoka.mn.us for further information regarding the permit process. Thank you for the opportunity to comment. Feel free to contact me if you have any questions regarding this review. Sincerely, Jane K. Rose Traffic Engineering Manager xc: File - CSAH 34/Plats + Developments/2016 Larry Hoium, County Surveyor Randy Bettinger, Traffic Engineering Coordinator Josie Scott, Traffic Engineering Technician Jorge Bernal, Traffic Engineering Technician I Zachary Borgerding, Engineer I TP � Lands da Area I clu DecorativelIPavementatintersed Sliest Lighting within Oecoralive ,i Paved Medan leading up to Inlersdrlion Existing Tre$ Typical C, A fE%Isting Wetland ®dundary, Typical Existmg Proptrtty Line, typical i d G,,,Llp,,,gB if. a. i Boulevar 8'.6" WId6'• d Driveway,� I ht-oT: pical I 1 A 9' 6' WI, Dail, Typical:. Median Plantings'Q.,, - - Oinamorittd Gwsses, Typical - Low GroWmil Shrubs or -- Perennials. Typical --I i Wide Turf Mow Strip between' Curb and Median Plantings w ST. CLAIR ESTATES TITLE SHEET, NOTES & LEGEND LINO LAKES, MN GENERAL NOTES WATER MAIN NOTES 1) THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF EXISTING UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TO TYPE AND LOCATION OF UTILITIES AS NECESSARY TO AVOID DAMAGE TO THESE UTILITIES. 2) CALL "811" FOR EXISTING UTILITIES LOCATIONS PRIOR TO ANY EXCAVATIONS. 3) INSTALLATIONS SHALL CONFORM TO THE CITY STANDARD SPECIFICATIONS AND DETAIL PLATES. 4) THE CONTRACTOR SHALL NOTIFY CITY PUBLIC WORKS DEPARTMENT A MINIMUM OF 24 HOURS PRIOR TO THE INTERRUPTION OF ANY SEWER OR WATER SERVICES TO EXISTING HOMES OR BUSINESSES. 5) STORAGE OF MATERIALS OR EQUIPMENT SHALL NOT BE ALLOWED ON PUBLIC STREETS OR WITHIN PUBLIC RIGHT-OF-WAY. 6) NOTIFY CITY A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. CURB & BITUMINOUS NOTES 1) REMOVAL AND DISPOSAL OF EXISTING STREET MATERIALS AS REQUIRED FOR CONSTRUCTION IS CONSIDERED INCIDENTAL. 2) SAW -CUT EXISTING BITUMINOUS AND CONCRETE CURB TO PROVIDE BUTT -JOINT. 3) RESTORE DISTURBED STREET TO EXISTING OR BETTER SECTION. 4) BACKFILLING OF CURB IS INCIDENTAL TO CURB INSTALLATION. 5) THREE (3) INCHES OF CLASS 5 UNDER CURB IS INCIDENTAL TO CURB INSTALLATION. 1) EXISTING WATER MAIN LOCATION AND SIZE SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS. 2) PROVIDE PIPE INSULATION WHERE SEWER (SANITARY OR STORM) CROSSES WITHIN 18" OF WATER MAIN. 3) PROPOSED WATER MAIN SHALL BE DIP CLASS 52. PROPOSED WATER SERVICE PIPE SHALL BE 1" COPPER TYPE K. 4) TRACER WIRE WILL BE LAID WITH ALL PVC WATER MAINS, VALVE BOXES, AND HYDRANTS (IF APPLICABLE). 5) MAINTAIN MINIMUM 7.5-FT COVER TO TOP OF ALL WATER MAIN PIPE. 6) PLACE HYDRANTS 4-FT OFF BACK OF CURB. SANITARY SEWER NOTES 1) EXISTING SANITARY SEWER LOCATION, SIZE, AND ELEVATION SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS. 2) PROPOSED SANITARY SEWER MAIN SHALL BE PVC SDR 35 AND SDR 26. 3) PROPOSED SANITARY SEWER SERVICES SHALL BE 4" PVC SCHEDULE 40. STORM SEWER NOTES 1) FIELD VERIFY SIZE, ELEVATION, AND LOCATION OF EXISTING STORM SEWER AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS. 2) WHEN CALLED OUT AS RCP, STORM SEWER SHALL BE REINFORCED CONCRETE PIPE (RCP) ANSI C76 WITH R-4 GASKETS. 3) STORM SEWER LENGTHS INCLUDE THE LAYING LENGTH OF THE FLARED -END SECTION. LAYING LENGTH OF APRON TO BE DEDUCTED FROM PAYMENT LENGTH OF PIPE. 4) STORM SEWER PIPES TO BE JOINED TO THE CATCH BASIN MANHOLES W/ APPROVED RESILIENT RUBBER JOINTS TO MAKE THEM GASTIGHT OR WATERTIGHT. CEMENT MORTAR JOINTS ARE PERMITTED ONLY FOR REPAIRS AND CONNECTIONS OF EXISTING LINES CONSTRUCTED WITH SUCH JOINTS. LEGEND OHw EXISTING OVERHEAD ELECTRIC TEL EXISTING UNDERGROUND TELEPHONE Cep EXISTING UNDERGROUND CABLE ❑T EXISTING TELEPHONE PEDESTAL 0 EXISTING FIBER OPTIC PEDESTAL © EXISTING ELECTRICAL PEDESTAL © EXISTING CABLE PEDESTAL EXISTING UTILITY POLE EXISTING LIGHT POLE » EXISTING STORM SEWER EXISTING WATER MAIN > EXISTING SANITARY SEWER 0 EXISTING STORM MANHOLE 4 EXISTING FLARED -END SECTION >g EXISTING GATE VALVE EXISTING HYDRANT (5) EXISTING SANITARY SEWER MANHOLE -----930---- ... .928............ EXISTING CONTOUR x 920.99 EXISTING SPOT ELEVATION NAVD88 DATUM X EXISTING FENCE wet DELINEATED WETLAND EDGE DELINEATION BY "JACOBSEN ENVIRONMENAL" APRIL 2016 1 PROPOSED WATER PIPE > PROPOSED SANITARY SEWER PIPE >> PROPOSED STORM SEWER PIPE PROPOSED DRAINTILE AND CLEAN -OUT OD PROPOSED STORM MANHOLE ❑ PROPOSED CATCH BASIN Q PROPOSED FLARED -END SECTION AT PROPOSED GATE VALVE PROPOSED HYDRANT QS PROPOSED SANITARY SEWER MANHOLE 928 PROPOSED CONTOUR 930 X24.60 PROPOSED SPOT ELEVATION (GUTTERLINE, BITUMINOUS SURFACE, OR GROUND SURFACE UNLESS OTHERWISE INDICATED) PROPOSED SILT FENCE PROPOSED DIRECTION OF DRAINAGE PROPOSED RIP -RAP PROPOSED INLET PROTECTION 0 PROPOSED WETLAND BUFFER SIGNAGE BENCHMARK MNDOT STATION NAME: OTTER MNDT RESET ELEV. = 941.08 FEET (NAVD88) LOCAL BENCHMARK: TOP NUT HYDRANT HYDRANT LOCATED AT THE NW CORNER OF HOKAH DRIVE AND SIOUX LANE. ELEVATION IS 897.49 FEET (NAVD88). 6) CURB ENDS SHALL TERMINATE IN A THREE-FOOT BEAVER TAIL. — — — — Ji 4` L=T, J L-- - - - - - - - --� I I j - - - - - zwl L - --- -�II 3Al2�a H`d�1o1-1--->r--- --- ��---------� o I I I ----- -� - z I I I / 1 - _----T� _ T-�- T -r---_ _ �1----------� I I T— $ HOKAH DRIVE— %�'SHENANDIOAH 3q ADDITION T— X I I I I I \ ` l BLOCKI4 N I I r I I I BLOCKI5 I \\ I I I I I Z- (ALAE - m 3��HENANDO3RD mII AxDDITIONNIBLOCK 41 ISHENANDpAH 3RD► ADDITIO�0) �' I IoiI��e \ \ \\ 0)1 I W — — BO - -------sooro2.ls•w I-----L— rm - - -- - - -- ---------I B L O C K IZ--_I--------------I-- T =------- ^I1�1 I 1 --------7 ------T--- I— T ratio vaoaosAo ' � IAN rRaroseo NFAVOAT AND Access — , EASEMENT IN FAVOR 441 BIRCH ST. 20 1O 00 j 8 tr A t' K /� \\ \\AAA\V�i�=i��� ;';���i I I I I I I I I I I14 I I I I I I I I / v vi��,�' I I I I � s00ro2'15•w � L I -- — --- ----- �--- I 314.73 50 PROPOSED TRAIL , I PROPOSED — I Z EASEMENT NAALVANDOACCE S CITY OF LINO LAKES O: J m O 1^ z I c q 1 ^I o - o =N i v = Z ^- I o ------� >� Bo I O� I r I�VU/(—IiJ ICI VV���� I > I \ \\ I LANE > 10� —__\ - -- --- - -- - - - - �- — — — — — — -- \ I I �1�VAS I W III�--- � � � _- ---------- v BLOCK 114 l I0 I L�°. ao ------ ,00 / � -----—__— — — --- ------------------—_ __—____ __ `�\����\� Illjll:llj 111111\\ � _ / /_ 1 \ \ \\ V . — • — / / ----------------- r v�vVvVA� i��l III IIII11 �� \I1711 \ YAHa a91 III � � / , a,�cx \ ii�� V v V- I �I I I� �°•� Sao n W 0 Z ii�� jl�✓�� •� ���o c oo� c m fTl F , � �'-- — —/ I I (fJ r IF— z— IF 'I `- ------------------------ ❑ O f w DOD D °.�°•/ 1410 ' z — — — — — - o;m TOTEMMMMM�o n dog N v < < < TRAIL W I In D - - Z r o I m - I ONE �I -�_17--- - - - - _1 o -J O I 0 I I T I I I I I I � I I I I I I 1------------------- I 0 1= Ill Ill ----------- > / 1= D I I I I � I I 04111 eggo �vo v� SHEET INDEX T1 TITLE SHEET, NOTES & LEGEND C1 .1 GRADING, DRAINAGE & EROSION CONTROL PLAN C1 .2 GRADING, DRAINAGE & EROSION CONTROL PLAN C1 .3 WMC BUFFER PLAN C2.1 UTILITY PLAN C2.2 UTILITY PLAN C3.1 DETAILS C3.2 DETAILS C3.3 DETAILS C4.1 STORMWATER POLLUTION PREVENTION PLAN C4.2 STORMWATER POLLUTION PREVENTION PLAN L1 LANDSCAPE PLAN S1 & S2 CERTIFICATE OF SURVEY and RESOURCE INVENTORY S3 OVERALL PRELIMINARY PLAT S4 & S5 PRELIMINARY PLAT S6 & S7 TREE INVENTORY and REMOVAL PLAN Know what's below. Call before you dig. VICINITY MAP Y 8 t y SITE Ill Ill Ill Cad � rlarnr�orrn Rlcxe ., Celrttr Llna Lakes arke st4p fi Bif[h 5# DRAWN BY: DESIGN BY: A.G. A.G. CHCKD BY: PROJ. NO. C.W.P. 16-1596 ORIGINAL DATE: MAY 10, 2016 z O i a. U W 0 z O W i n r W w0 H z QWwQ ir U J J Ix Q J 2 Q a2Z)~O = 1) z TL 0 < W LL 0 0 W 2 Z cc � W m Q w -J UDZQW W LU co 1}z= W<~ wW>-oIx aWLL 0-0 a �a co rn c() O Z J U W J `1 _z Q (.0 0 Q Q N 0 If) 0 a 0 W 0 Q W W J rr�^ VJ z 06 W W i I o W Y � W J (� o W n z J W � r�n V , PREPARED FOR: JAMIE JANSEN SITE PLANNING & ENGINEERING PLOWE ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, VIN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 O 1 0 50 100 1 INCH =100 FEET T1 ' _ _ 1 i pi f 1 i f / co I i co H 0 K A H DRIVE � ---- �� , I I I - - _ _ _ - SH EN AN DIOAH 3R ADDITION BLOCKI 4 N 1- I I I 1 ILA I ROCK CONST I UCT 0 K A �0N ENTRANCE (DETAL GEN- �ITEROSION _ANE CONTROL BLAK T A�SHOWNTO "- 111n PROT T/SAVE TREES I I _K_ --�1' i� I I S H E N A N DI 0 A H 3 R D I1 A D D I TI 0 IJ >x� o f - PROPOSED RAIN Gu6Dx� n Qjz X- 50 nm. 00 J I I mX ---JJI - m• I I I \ I n ------------------------ - I I 4p I ------------------------------ ---- ------ Sp 0 _I_-- o---- 900-- �- - -- - ---� ,, 94.50 � g1. pp � 6--------- 894-----� -- �- 9�,., g,2 - \ t1 -___-_ LP' 94P - _----------- - -- ---------- 896----- NP' P _ EOF �, ° 1 5%1996 rn - - v II I \ cx �x p I \� 0 - _ --- --- -�_- _ --- _ 9 1 p -- 1 z as7.o L: I l0 o� 9 _ e t o I II F�� I1 I I �1 9 P 1 I I Q 894.3 110 101 894.3 I 7F_-�Z_ I 897.5 I 5 �97 �97.� F�/°/894.8 894.8 894.8 1I / ,1 898.0 I ,r_ �'��.1 Q 10 897.5 897.5 0 897.5 c J 5p LOW FL=892.3 O I / 897.0 ' t 897.0 I C m LOW FL=892.3 LOW FL=892.3 LOW FL=891.1 ,�' - �- 896.5 c� LOW FL89 1 LOW FL=890.1 ��OW =890.1 LC I I 1 I I � , R- � I LOW PEN=895.5 I I LOW FL=890� I I - I 0 I I I I I I I -4 ` * LOW OPEN=895. LOW OPEN=895.5 �_ � �OW FL7889.6 1 ` I �° r o -mX `��, N Lo*� LO*,--, FB ��' 897.5 ,--- 811 97.0 �o I (I FE Fg �� B Fv) DROP 2--CRS (n /' ' - _ FB CA) mz g 00 0 DROP 2 CRS / � m v' �D �m I zz O DROP 2 CRS O �� LOW FL-89CL1- V�/T--`( _ rx �.o LP' 898.3 GAR-- W 0 FL-88 .6 D IW m V \I II ��� �� 6 �� ���GAR 898.3 ,' 898.3 GAR GA 898.5 '(� 898.0 / ,��8 _ '�'� 897.OAR w 897.� AR IA 897.5 z� 897.5 -GAB_ / l �z � : � g5 - - -- "14 - UD �� �" cn� / I I zmv I o a,� �� o 0 0 ,' m o I o I I OVERHANG ' _ °R� �D 10 10 �D D J� I !" \ �D y ND 1Q 10 i ° \ r.. ...Y:. - / _- --J ��-- L --�- �� J L ��--� _-J L ogD I 1 GAR 897.5 \ J L-°q ---J ��--�wD L- SOO o I L� n\ 314.73 ` s i cn /' I� ' .� o I I v I -- I H�-_ II 60 oHW_- - ofiw �r J �/ �� / 1 �� 10 , v� :. , i . / M O I 0\ 0 i by 0 Sioux s� �_ /��' 95 5 �� _ _ MNo n I-' --- �- 89 if _ _ 0.50% = O.SB% 0.88% - 04'' / ° 0-v 1� A 10 I I, f/ m x 1 \ - - - 7Jrq \ I I I �' I � I - n �Y aym I yx i' C r _ -- / - -------- cx i JD _ 1 I ��� -�9 04 00� > .� ' ' �D n �s o� I c�z = U --- IVY v i A Z --- - C�J vv 6•o / m� 0 101 1 GA 899.2 I CAR El^0 ° '' - - L L- ----- -I- GA98.2 1 GAR 897.7 - ` J `� 891 8 I oNo�i 1 DROP 1 CRS I DROP 1 CRS 1 N n i � __�i �' D �/ � �\ I N 1 N l J 1 ' ' If 2- L > (� �\ 6, 891.0 890.5 D/ m'z 0g r \ cn - ° 11 m z cn 100 O r / m (1 mo o ,/ � '\� mom/ � I 7 z o d> - - I I 890.5 + _ - I -- - - V h 1 I I m it � i' ' �� - !_-- - `V I 891.6---- -- CqD' =_ _ --- v I I y ,--------' Z0 890.5 =I f -SSG-Ie� nll PROPOSED POND 3 __-- \ 1 BL \\i I I -- �- --- 891.E I 1 C9o.5 IR ,� m o _ J co o _ \ O o i NWL 888.6 �� I I I �] 11 I I J L--- / �o j I I, pert/ �G v n / V ' 8 i i 98 60 D W. 0. GAFF\ �D \W.O. J GAR 899.5 --__ 1- o o 8D98.2 CRS - -- V ' 898.2 1 I DROP 1 CRS DROP 1 CRS ,'' C Q ' 899.4 GAR ���� �� ,= i� ' 0 ,'°9� GAR 898.2 DROP,� C7S W.O.* 891.0 �7 �� x ' • i / � cf) W. 0. D � W. 0. V7 , HWL 890.3 CID CID �I_ TOP BERM 890.8 90 0-FT WIDE SODDED 1\ -_- OVERFLOW El�j/ 890.3 I P C --� - - / i Z �l 7u 0 C7 �l 0 c 00 v m =H m mrn n 00 j I "�� F_ Ipp �� D� � I O �00 DC) �< ❑ .', �� C� `� , CD �D wet II - c --i � m O v ' I FO oo z M -- ----Wet I O 00 D lam :U fvII TEM o -- _------ 00 II rn z 00 00 ;AIL -- °° `� �M / �' o o M co w I ---- 0 � - \\ CTI it C) � we{� \ I I 6I 01 e m� Ip I 1 A W2{�� _ Know what's below. Call before you dig. POND HWL POND NWL BOTTOM ��77-7 898.2 GAR DROP CRS 0 W. 0 W / ---888 �10 10 L _ - - PROVIDE INLET -SEDIMENT CONTROL --- - -----FOR-NEW STORM SEWER INLETS - I-\ WITHIN 24 HOURS OF STRUCTURE - - INSTALLATION (TYP -SEE D�AIL /GEN-19)1 F_ 0 ' - - --- o m / T� ' --- - --------- - ----" - - i � o co o r- c m m v CO F �KD p 0m mom --� 70D ' I / / / I �I= 10:1 SAFETY BENCH TYPICAL POND DETAIL OD OD WATER TABLE MEASUREMENTS 2-29-16 BORING ELEV SB 1 884.3 SB 2 883.1 SB 3 885.9 SB 4 886.3 SB 5 884.3 SB 6 882.5 SB 7 884.7 SB 8 884.4 SB 9 882.9 SB 10 882.3 SB 11 882.6 SB 12 -- SB 13 885.0 SB 14 NO BORING SB 15 -- SB 16 883.8 1 I I 1 I I 1 I 1 WO = WALK -OUT LO = LOOK -OUT FB = FULL BASEMENT (* INDICATES DROPPED GARAGE) DRAINAGE & UTILITY EASEMENT LOW FLOOR ELEVATION LOW OPENING ELEVATION RECOMMENDED HOUSE TYPE FINISHED GROUND ELEVATION (GARAGE FLOOR 0.3-FT ABOVE FINISHED GROUND ELEVATION) 19, \ j b 1 � \ V \ Q \ \ 17 \ II - RIP -RAP W/ I - - - (SEE DETAIL STR-7 _ iV PROPOSED POND 1 NWL 886.0 ----I--- �, HWL 889.2 - -----; - -884-- SURFACE DRAINAGE go 3=�- -- 41. VP BER _ _&90.0 r - - - - - - - ELEVATION 10-FT PAST_BACKOF PAD FINISHED GRADE '' 10-FT WID�`, SOaa5fD - 0.5-FT BELOW LOW FLOOR FOR WALK -OUTS OVER LOW �' - 0.7-FT BELOW LOW OPENING FOR ELEV ��89'2 Z 8941 --FULL BASEMENTS & LOOK -OUTS 1 1 45 PROPERTY, LINE _ GRADING, DRAINAGE & EROSION CO ROL NOTES I 894 g I , -- 1) PRIOR TO ANY GRADING OPERAT1 NS, THE CONTRACTOR SHALL INSTALL LOW FL=892.1 I / ROCK CONSTRUCTION ENTRANCE (LOCATIONS TO BE DE INED - COORDINATE LOW OPEN=895.3 I i WITH OWNER) AND' PERIMETER SILT FENCE AS SHOWN ON AN. ADDITIONAL LO* II SUGGESTED SILT FENCE MAY qE NECESSARY IF LOCAL CONDITIONS R IRE. i DROP 1 CRS I GARAGE LOCATION 2) CONTACT MARTY ASLESON, CITY ENVIRONMENTAL COORDINATOR, FOR 898.8 GAR APPROX. I INSPECTION OF ALL EROSION CONTROL MEASURES PRIOR TO ANY GRADING. DRIVEWAY GRADE 3) THE CONTRACTOR SHALL PERFORM SITE GRADING ON AN AREA -BY -AREA C0� BASIS TO MINIMIZE UNSTABILIZED AREAS. AS EACH AREA IS COMPLETED, ALL A> I EXPOSED SOILS MUST HAVE TEMPORARY EROSION CONTROL PROTECTION OR L - - - - - < -1 PERMANENT COVER WITHIN SEVEN (7) DAYS. 4) SEE SHEET C4.1 AND C4.2, STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR ADDITIONAL EROSION CONTROL NOTES AND SITE SEQUENCING. 5) EXISTING WELL AND SEPTIC SYSTEM TO BE FIELD LOCATED. WELL TO BE _ ABANDONED PER ALL LOCAL AND STATE REQUIREMENTS. SEPTIC SYSTEM TO BE STREET REMOVED PER ALL LOCAL AND STATE REQUIREMENTS. 6) CONTRACTOR TO CONTACT JORGE BERNAL (763-862-4224) AT ANOKA COUNTY HIGHWAY DEPARTMENT FOR PERMIT PRIOR TO ANY WORK IN COUNTY TYPICAL LOT LAYOUT RIGHT-OF-WAY, C r DRAWN BY: DESIGN BY: A.G. A.G. CHCKD BY: PROJ. NO. C.W.P. 16-1596 ORIGINAL DATE: MAY 10, 2016 z O a. W 0 0 W it W Q 0 LL WO ` aW,z„3 � m �m JQw z- J J x H 0 a O 0 W a z z W L)Pz �:Z:)Z `1 z -LL �O<W0 _ C'3 W 2 Z WW ��ozQ 0 o W m Q W UJ = Q N }1)za= W wor001- ci a< L I6 2 a W L A �.i � Li 0-0 O W cr a z g w Q � O W m W rr/^ VJ z W W W z < J Y 0 - U z z J Q V PREPARED FOR: JAMIE JANSEN SITE PLANNING & ENGINEERING PLOWE ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 O 1 0 25 50 1 INCH = 50 FEET SURFACE DRAINAGE DRAWN BY: A.G. DESIGN BY: A.G. CHCKD BY: C.W.P. PROJ. NO. 16-1596 - I <� - <�< v __ � o �< v>� �\ i t I it DRAINAGE & UTILITY 1� i V \A0 00 00. L �� EASEMENT 1 3ni�a -_ po _ II 00 00. -------- --- o v / o 61D 00On goo LOW LOW FLOOR ELEVATION oo I LOW FL=892.1 aLOW OPENING ELEVATION LOW OPEN=895.3 * ---- --' - co\RECOMMENDED HOUSE TYPE WO = WALK -OUT 1 LO = LOOK -OUT DROP 1 CRS < FB = FULL BASEMENT 3Rq ADDITION GAR - \ , I *INDICATES DROPPED GARAGE) �� -5- BLOC BLOCK\ rDo \ \ ROCK CONST UC1 i �� I ENTRANCE DETALEN-17 TION D I z - I I 1 I I --�-- \ �� j FINISHED GROUND ELEVATION L - - - - - ( ) I I I I I I � ` (GARAGE FLOOR 0.3-FT ABOVE � FINISHED GROUND ELEVATION) PROTECT)SAVE, TREES SHENANDOA3RD ADDITION - -PROPOSED RAIN GU16DIAN m� m S- TRE ------------ - 892 _____ ----------- ------ A-896- ---------- --- ---- 8ss10 4 WIDE SODDEq----- ------894-------o � _ _---- - - - - _�==�=89694=-------- - N I PZ _ -- I-- 1 I ----- _--- - ------------------1 ------ -- -- --- --_ _ - __ __ _ E E LOW TYPICAL LOT LAYOUT 9 -- --- ---- --------------------- ----- - --_ - - ` , 0 /cn 60 98 02- - ----- - ---- V 889.1 )W FL,889.6 ,5 898.2 GAR DROP CRS W. 0 00 .- :•: DROP • 10-FT WID`�\\ SODatD OVERFLOW ELEV §W.2 / / / I � 1 1 $$� it Know what's below. Call before you dig. -PROP ED DRAINAGE EASEMENT-_ F;Qr 1.5% a97.s --RQ- 898.0� I(898.0 I �� -I > C) I I I �I II LOW FL=89a.-6. I LOW FL=890.6 I co 898.0 GAR GAR 898.0 o�OP BERM 889.5 i D 1 1 1 III N �� - 0.74% OO \ �� ,�' / PROPOSEF POND 2 NWL 88p:0 - -- HWL 8§9.1 Q) 1. USE LOW -IMPACT, EARTH MOVING EQUIPMENT (WIDE TRACK OR MARSH 6g0 /10 \ / TRAC"UI MENT, OR LIGHT-EQUIPMENT/'WITH TURF -TYPE TIRES.) NP, p� 9�� ��,� �/ \ /��� 0 2. NO MINI G OF SANDY SOILS ALLOWED; IN BASIN. 3. /6NAL GRADE ONLY UPON STABILIZATION OF UPSTREAM AREAS. 41 4/. BASIN TO REMAIN UNLINED. �,°� \ '����' �,/ // ��aM / 5. P TECT BASIN FROM/RUN-OFF DURING CONSTRUCTION ACTIVITIES. EXC VATE BASIN TO FINIAL GRADE ONLY UPON STABILIZATION OF CONTRIBUTING DR INAGE AREAS. / ,C = ------ - - - - ------- i ELEVATION 10-FT PAST BACK OF PAD ORIGINAL DATE: MAY 10, 2016 FINISHED GRADE - 0.5-FT BELOW LOW FLOOR FOR WALK-C - 0.7-FT BELOW LOW OPENING FOR FULL BASEMENTS & LOOK -OUTS PROPERTY LINE SUGGESTED GARAGE LOCATION APPROX. DRIVEWAY GRADE PLANTING SUGGESTIONS RC)TTnM nF RA IN NATIVE PLANTINGS GIANT BUR -REED WOOL GRASS SEDGE CORD GRASS BLUE FLAG IRIS SWAMP MILKWEED TAMARACK JOE-PYE WEED NEW ENGLAND ASTER PRAIRIE BLAZINGSTAR BONESET BLACK WILLOW ginF :�I nPF_:� NATIVE PLANTINGS BIG BLUESTEM BLUE JOINT GRASS SWITCH GRASS BLUE VERVAIN PRAIRIE BLAZINGSTAR TAMARACK NEW ENGLAND ASTER RED -OSIER DOGWOOD SANDBAR WILLOW BLACK CHOKECHERRY BLACK WILLOW $gg8 G \ g9�° / ,' et_11�1/__ � lam i PLANT MATERIAL TOLERANT OF INUNDATION AND DROUGHT (NATIVE PLANS RECOMMENDED - SEE ram / PROVIDE Y" FIBROUS SHREDDED TABLE) OR USE MnDOT SEED MIX 33-261 WOGD CHIPS AROUND NEW (APPLICATION RATE=35 LBS/ACRE) PLANTINGS Sg0 9 1& a� PROPOSW INFILTRATION BASIN _ _ - =1 - - HWL 893.3 I I- -I I = _ _-- I -I \ ---- \ (sue DETAIL) -1 I I-1 11-I I I -I I I -I I I- - Ell I -_I I 1-1 I 1=111=1 \ \ \ \ 111 ; ,I I I M I I 1=1 I I -I 11=1 I 1EI I 1=1 I = I I =_ wo,,, ,' }aM / 51 I 1-1 -I I I_ -I 1511 1-1 - I -I 151 \ \\ o \ \�� -- �Od9 3S �0�` ' ' �' �� �111=I 11=1 1 I=I 11=11 I=I 11=11 I=I =1 I I=III i EROSION CONTROL BLANKET SUITABLE FOR 1111=I I IEI1 111=1=I I _=1 I �I SEEDING (E.G. STRAW -COCONUT BLANKET) 1 I I 11 I I I_I 11_I I I_I I= NOTE: MIX IN SALVAGED ON -SITE TOPSOIL INTO TOP 6" (MAX.) OF INFILTRATION BASIN AND UTILITY EASEMENT IN -SITU SOILS NOTES: }aM , 1) NO MINING OF SANDY SOILS IN BASIN AREA 2) NO BURYING OF SILTY MATERIALS IN BASIN AREA 3) DO NO OVER -EXCAVATE BASIN AREA -� ------ - I / INFILTRATION BASIN N.T.S. / �00 i ,q � Qi� 4/O V�� / 1ds'o L1(6 �i. / WATER TABLE MEASUREMENTS 2-29-16 BORING ELEV SB 1 884.3 SB 2 883.1 SB 3 885.9 SB 4 886.3 SB 5 884.3 SB 6 882.5 SB 7 884.7 SB 8 884.4 SB 9 882.9 SB 10 882.3 SB 11 882.6 SB 12 -- SB 13 885.0 SB 14 NO BORING SB 15 -- SB 16 883.8 GRADING, DRAINAGE & EROSION CONTROL NOTES 1) PRIOR TO ANY GRADING OPERATIONS, THE CONTRACTOR SHALL INSTALL ROCK CONSTRUCTION ENTRANCE (LOCATIONS TO BE DETERMINED - COORDINATE WITH OWNER) AND PERIMETER SILT FENCE AS SHOWN ON PLAN. ADDITIONAL POND HWL SILT FENCE MAY BE NECESSARY IF LOCAL CONDITIONS REQUIRE. 10:1 SAFETY 1 2) CONTACT MARTY ASLESON, CITY ENVIRONMENTAL COORDINATOR, FOR BENCH INSPECTION OF ALL EROSION CONTROL MEASURES PRIOR TO ANY GRADING. POND NWL 3) 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 y PERMANENT COVER WITHIN SEVEN (7) DAYS. 4) SEE SHEET C4.1 AND C4.2, STORM WATER POLLUTION PREVENTION PLAN ROTTOM (SWPPP) FOR ADDITIONAL EROSION CONTROL NOTES AND SITE SEQUENCING. 5) EXISTING WELL AND SEPTIC SYSTEM TO BE FIELD LOCATED. WELL TO BE ABANDONED PER ALL LOCAL AND STATE REQUIREMENTS. SEPTIC SYSTEM TO BE TYPICAL POND DETAIL REMOVED PER ALL LOCAL AND STATE REQUIREMENTS. 6) CONTRACTOR TO CONTACT JORGE BERNAL (763-862-4224) AT ANOKA COUNTY HIGHWAY DEPARTMENT FOR PERMIT PRIOR TO ANY WORK IN COUNTY RIGHT-OF-WAY, z O Il W 0 z O W 1E W Q 0 LL WO �U)U) Q W W Q JJ Q >- J I- Q a2Z) cr ~O =WQWW Z _ W LL � 0 �W=z0 ��❑z< WmQWc~n �0Z<W }W z= LJJ mpr0 jO wWFn Cl aTL W� a0 �a J W `1 z Q 0 z g w ~ O W w W r^ W z W W Q Ir W Z < J Y M _ U z z J Q W PREPARED FOR: JAMIE JANSEN SITE PLANNING & ENGINEERING co M It 0 Z 0 J 0 0 N 0 LO 0 Li Q PLOWE ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 0 25 50 1 INCH = 50 FEET C1.2 I 1 I BLOCK 41 I SHENANDiOAH 3RD 1 ADDITIOf I _ J �0 I -------------------------- 900__ I 448.97 I 1 I I I \\I r' SOO'02'15"W r:.:'r 314.73 ro OHW o t ^ Q 0 1 I I 1 I I I I m °° 80 l ® m i � O 0 0 II_ 50.0 0 aM — 09° — F— °r �` i� 0 o0- ZImm� 6Ap O z E Z�c I 3 0---I mm v �0mDr ` 0 T - a _n IIjII D� Fro� Z EXISTING � ,- �v oO)ZOO WMC AREA = r r o00 OD �0� 1 14 i74 S.F. 1 77 CA � cn m II_ D ll� , SHENANDO�H 3RD i ADDITION \\ 50.0 f FTI� E F D zl0 z4zJ 461, et Z—wM��aM �M aM_�aM o � — �\ H X W DRAWN BY: DESIGN BY: A.G. A.G. CHCKD BY: PROJ. NO. C.W.P. 16-1596 ORIGINAL DATE: MAY 10, 2016 z 0 Il W 0 O w 1E I 1 I I I I I I I I I 1 I I I I r'' m l I I I I \ I 1 I I 1 I I I I I a= D op I I 1 I I I pnl ; I I I I<=89¢_=. ox I® \ I I I I I mm — — --'Sooro2',sww — — — — — -_ -_ _ — — 448.97 , P R O P O S E D D R A I N A G E A N D UT I L I T Y E A S E M E N T- -'\`� -_ _ `-PROPOSED DRAINAGE AND UTILITY EASEMENT-_ of ` jux — P R 0 P 0 S E D DRAINAGE — AND UTILITY EASEMENT - ��---_-- 5O.1— ----- I--_—___ ___--- I------- — ---- r- r---------, x ------�T------ I BL O C K 12 —I I-------- - I T �I �H------- 1 10 10 D I I 110101 I I I I-------� F-- I I zm I i - I I I I I I I ox I I ID`I I$ I I I �0 Z 1 1 10 10 zv FIUo C \ o rn I I I I I I I I I I I I I I Imo I I I I I I �, I I I rnX --- IIsm I I I I DL coI I ND N I N / \ o mom\ \m 6y I I I o I o� I I I o I 8 L �D I , \ I'Dn I �K 2 I I V I I IIz I I I i / \ I I 1 1 I �` Z� 1 1 I I,o 10 ,,..:. ,. \ 10 10 I I 1 I � Ism .:; I J ----J L-----J L------J L------J L I _J L_------J L-----J---� L---------J L-----J L SOO'02'15'w :•. -_` I- L----- �� / /'\ \ W \ I =oHw314.73— --oHw`�J I I Uj 1101OI SIOUX I J \ \ \ ~ r I f `- 3 io�lno do env - I LANE LANE \ Q z 213A0 1N3W3SV3 1.11llln � J \ , � O / \ \ / LLI im ii� ®ox SOd02ld--� 10( ......... ...,, ,q. _ I I -------------1 r------ r----- _--- - - - - - - rG v /� \ \ \ / Z W M. 101 \ co I I I I I I I �, �—� r/ I I //° o // // \\\\ i JLL ' �D I I I I OD 1 1 I I-------110101" I 1 N 1 // o / /\ \ \\ / Y m I I I I I 1 ID I \\ / Izv mz \ _\ \ I t I I I 1 1 1 Icv 1 1 I / /I\ zm70 I \\ \\ 9M J 1 \ I I 1 I I IDA 1\\ \\/ 0 1y� ° O IcnD / / \� Imz zm \ \ \ \ \ 1 — — — ------ I BLOCK 1 _ J _ _ Z' PREPARED FOR: V / JAMIE JANSEN D,AO / r-m O \' / r�0 _______-_ OD <V 0mD O J / \ \ \ \/ r �Z> D ,M a eM / — — mom v �-----------1-\---1 /' -c PROPOSED DRAINAGE AND UTILITY EASEMENT-, L� / \ `= rn PROPOSED WMC ARfA - ___________J ____________________�laM_ aM� M o /- wet, Know what's below. Call before you dig. 114 , 236 S.Fm ______________ � _ - — . `-, L DENOTES WETLAND BOUNDARY DENOTES WMC BUFFER NOTES: 1) FOR AREAS TO BE GRADED/DISTURBED WITHIN WMC BUFFER AREA, SALVAGE MIN. 6" TOPSOIL AND STOCKPILE AS SHOWN — PROVIDE SILT FENCE AROUND STOCKPILE AREA 2) GRADE WMC AREA TO 6" BELOW FINAL GRADE 3) ONCE SITE GRADING IS COMPLETE, REPLACE 6" SALVAGED TOPSOIL WITHIN WMC BUFFER TO MATCH FINAL GRADES AS SHOWN ON APPROVED GRADING PLAN GRADING, DRAINAGE & EROSION CONTROL NOTES 1) PRIOR TO ANY GRADING OPERATIONS, THE CONTRACTOR SHALL INSTALL ROCK CONSTRUCTION ENTRANCE (LOCATIONS TO BE DETERMINED — COORDINATE WITH OWNER) AND PERIMETER SILT FENCE AS SHOWN ON PLAN. ADDITIONAL SILT FENCE MAY BE NECESSARY IF LOCAL CONDITIONS REQUIRE. 2) CONTACT MARTY ASLESON, CITY ENVIRONMENTAL COORDINATOR, FOR INSPECTION OF ALL EROSION CONTROL MEASURES PRIOR TO ANY GRADING. 3) 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. 4) SEE SHEET C4.1 AND C4.2, STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR ADDITIONAL EROSION CONTROL NOTES AND SITE SEQUENCING. 5) EXISTING WELL AND SEPTIC SYSTEM TO BE FIELD LOCATED. WELL TO BE ABANDONED PER ALL LOCAL AND STATE REQUIREMENTS. SEPTIC SYSTEM TO BE REMOVED PER ALL LOCAL AND STATE REQUIREMENTS. 6) CONTRACTOR TO CONTACT JORGE BERNAL (763-862-4224) AT ANOKA COUNTY HIGHWAY DEPARTMENT FOR PERMIT PRIOR TO ANY WORK IN COUNTY RIGHT—OF—WAY, SITE PLANNING & ENGINEERING PLOWE ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 D 0 40 80 1 INCH - 80 FEET C1.3 v) - z I -- / o I i I I II oCA y ---- _ ---__--_- �-- _ _ - �- i ,_----------- �� <� y ---- I ' HOKAH DRIVE ,I - - T -- 1 SHENANDIOAH 3Rq ADDITI __-- --- BLOCKI 4 �� H0KAh y10VA I LANE s Nd 1 I I P I A- BLOCK 41, II DX ____-- �� ,\ --- -- -- \ ISHENANDiOAH 3RD ADDITIO�J I D� =m 1 I I 071 Rim=900.12 oz �I 50 ,6 ^ Inv=888.12(E) =m mCz ox 111 \ 6 1 I nlm=yvv.ay i Inv-880.711 NW) \\ Inv=880.64E E) \ (Not field Iver.) \ (�l o \ / N \ , z Ul D Z O � o N A �I 0 v \ CB J = V _Exist Rim=898.93 Inv=? (Not field ver.)I \ I \ \ / (/9 o = N Ri 8.85 Inv- 95(N,S) (Nc eld ver.) v z �0 0 0 = fv v o = , N m ,- -' DV Z X o / I' / / I 0I T � , v / C v TOTEM TRAILI (NoDROPfi ldl ver.) 1 (n I �, I I I °° I '' \ d ^ J-----------HYDRANT & I CBMH 302 RIM 80.8m-1 x I GATE VALVE--- _ I INV 890.85 I I I I I 1 I \ / ^ -------------------soo-- (TYP) I I \ / L 448.97 _ -- ^ c CB 113 M- 893 2$ �AZ % CONSTRUCT MH OVER\\ \r`n �" - - - - E-S-408 - - - I I - - -I FES 104 - - T I rF B L O C K 1 12 ,----- _--I 1- I INV 890.70 J EXISTING 12" PVC SAID RIM 89338 0�� I I I-, INV 891.40 I I I 1 I I �- - - - - - - - W-89-0.20 I I 1 ^ 0 -SAN MH 1 INV 890.35-N S� L I I I I I 11 I 1 I RIM 900.3f INV 889.00-SE >\`L 56�° I LOW FL=892.3 I I I I I 1 1 I 1� I I I I o A I NV 880.40-N I LOW FL=892.3 N LOW FL=892.3 I 1 LOW FL=891.1 v 1 LOW FL=89.1 LOW FL=890.1 LOW =890.1 p�0 @ LOW OPEN=895.5 I 1 LOW FL=890,� I 1 I P I im=900. ��NV 880.23- \� 133 -15 STORM ® 0.30% mm 1 L LOW OPEN=895. LOW OPEN=895.5 I I I 1 Eo I I I I I LOW FL=889.6 1 I N / ( t Field Loc. I oX \ cx 1 N N I N I I co K; ^ , Inv�888.86(N,S3 �� \ -W �O O I I .p I I 00 �i I I LOW FL=890.1 I I = ) I I A�pMH 7 W N / Mz C,m Z 1� 1 1 I LOW FL=889.6 �i7 m o \>X SAN MH 3 w� CBMH 1 7 I AN MH 5 I I I 1 I RIM 895.1 K O 1 l \DRIM 896.8 1 .2I5 I I 1 1 I I O °° II u m` h I V 890 95 11 I V 88 .99 1 V I I �` 0� ,..: V 882.36 , r.......: - --J-----�� I 1 I IM 893.15 1 - - L-- ---J® L- 42 ^ I soo°o2'15"w ,, .: w 36 fib I� . t L _ I I I ® I NV 88 I- - - O - - - - ^ " ' . D o \ V RIM 894.2 I O 1 » 314.73 - o - T :: �� O L INV 85.15 1� -1 ©0.8 3 7J�Q 6 o �• M AQ =m D mx z JACK BORE UNDER BIRCH 0 . }\� I STREET - OPEN CUT FOR, =b....'=.+- �m °°^ ^ \° MANHOLE CONNECTISI ": o, \ym �Z DZ7 S I- z.C) MC) Z^ \ Z ; SAN MH 2 0 ^ `\ / '.� RIM 900.2 C n �oX� INV 881.80 z / Exist CB • J D Rim=898.76 M Z: `y<I m h Inv=? >' ,' =m -� D D < (Not field ver.) / oX o o • � I 04 ice' / U J z I / Q / t) ^ // '�� '' O C 60 ' am �P / _---- // .� .� Y• '• ;. - 1 !- T r T • , :� • I 1- �e� \\\ \ \\ N SA MH 4 II`� .517;®-- 1I II %\ \\\ W I CB H 10 �BMH i 05 I I �" CB H 1 O l i� - - ,�� LOW FL=892.3 I INV 883.12 1 RI I RIM 895.25 _ - I MH 111 1 �0 3 IN 89( I I �' " I INV 890.8 INV 8 0.40 �I I li �i � _� I N I a) 1 1 1 1- CB 102 I RIM 891.50 1 N81 1-----�� 1 RI 3.53 I: 11886.25o IN 88i LOW FA1.8 I I 1 I 1� 9.28 1 ^N'�i r LOW FL=891.5 I LOW FL=891.0 LOW FL- 91.1 LOW FL=892.0 I I' , » w LOW FL=891.5 / \ i \ V N 2, 15 T �Lo�v �L- 9 I I 1 1 LOW FL=892.6 -I I - _ 1 1 1 U) CB 101 LOW FL=892.8 I O LOW FL=891.5RI J \-- - O < TI 700 / o� �,o n z °° CO� m M Co I I O =00 �CO om Dm DO -rj< III i i e CD �� _9 II fl O I 0 O 00 oo z N M �jam o II ' p_ 11 �' z 00 �o00 ,_-------, / 00 00 N T1 /-------' A I O m O M I O CC) I _ ___\ W 01 i' O \ CTI ITI wet` e m. he zEm FN MM LOW FL=891.5 IN 190.00-5 \�ElI I p9.00-N IN 1 186.40-E - 47'-15" RCP ® 0.43% 'y 1 - ---- \� I\ BLOCK 1 1 1 l0 1 1 _ - - J _ 1'� /�h�° _ a 15 RC APRON � I 1 1 I INV 885.4 ' \\ \`\� I \ 1 1 1 �L F 1 886 00 � I 1 _ - - - J OCS 3 (SEE DETA112 C-Z.2)= \\ I\ _ 17'-18" RCP @ 0I\59% 18" RC APRON v� v------ �- - __ I�III IIII/' l \ �- �__ _---- I I I t FES 110 \ ® INV 888.50 /' -sss-, `--------------- ---- -- �� -- -I I ,' ��\ �I�II'I� III\\ IINV 886.00 `\ � ,'- C J r CoZ� F- > O z X , » A\ 26�� 24 RCP © 0.38" / - / //�/ �� 24 RC APRON \� UNLESS OTHERWISE NOTED, EACH�� \`\ \\e '1\ PROPOSED LOT TO HAVE: > ; � \�� ®INV 885.90 as,\ � _ - _ = OCS 1 (SEE DETAIL C2.2) -4 PVC SANITARY © 2.0% CD ; -1" COPPER WATERMAIN »I 36 -21 RCP ® 0.69% $6 ------ ----- - _ �� 21" RC APRON ® INV 882.25 --- 00 \ co �,- , . lip � 1 i ir v / I I 1 I DRAWN BY: DESIGN BY: A.G. A.G. CHCKD BY: PROJ. NO. C.W.P. 16-1596 ORIGINAL DATE: MAY 10, 2016 z O a. W 0 z O w 1E n i WO C0 (1) �-,10 0)aWWQ It z 0 J J aSJ2a O a���0 W a p z z W U �Z2�z Y �OQwLL _z (� 0 WozQ o 0 W z W Q N }w°r za= 0�~ LLI M (L L0 2 a W LL A a VJ w Q ~ Q U) z W I.LI Y J � U o U z LL Z) PREPARED FOR: JAMIE JANSEN SITE PLANNING & ENGINEERING PLOWE ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 1 0 0 25 50 1 INCH = 50 FEET Know what's below. Call before you dig. C2.1 (Not field ver.) �--------'- - ------------ Q) I I - �� 8" 'SAS PVC o I \ 1 0)8" S<�-< v v I - j o I I I � \A > $0"RCP l� , v t I� i HT '----------- -.I: 77-7I , a. Al Rim=894.82:J...;.:, ::.. Exist CB Inv-886.83 N Rim=894.29 - - - - _ Inv=885.95�S) v. p Inv=886.43 (N,S�_ \ East Top of ; .",.r �..\ (Not fielcfo� r.) ,_ ' --- i e.h0 -- I I Concrete = 886.54 O I /--` \ I I �---(No Invert East) ... r� I SHENANDIOAH 3Rq ADDITION I I � --- I I cyl \\ I i 1 I I I00 Dm ffA__-D_-D--ITION HENANDOA \ \ \ 071 _- _ I I =X I ,ml� DX I � � oX�� I60 l I CB 113 CONNECT TO \ _ \ _ -I I------ �M-893:-2$-- � - -- - �----EXTSTIN�-� =S 104 - 1-- I I T INV 890.70 1 1 11------- tv 8�0•20 I I I 1 1 SAN MH 8 I I I ZI 1 �58STORM INV 887.16 � / 1 I I o I I s�o _ _ / ___ - /X/ LOW FL=89 .1 LOW FL=890.1 LOW =890.1 LOW FL=890.1 LOW FL=890.6 LOW FL=890.6 I � - - - - - - - \ \ V, % % =� / ////// / / / 21' 18» RCP * ® 0.38% LOW FL=889.6 I I P I I I I 1 ^D.I � - \ \`� //// / 1 1 1 °0_ I 1 1 / \� S� 2b �\\\ 0� -/,Z/ / //%// 18" RC APRO I I N � - O W = N m p / \ /// / / INV 885. 0 \ 1 I AUMH 7 o CBMH 115 D I B 28'3 I W i / MH 201 \ I �/\ �6. Q\\ // j / / /// \\ CD � 1 1 RIM 895.1 �( o RIM 894.05 I I RIM 894. w I / R 894,0 �\\� ��� v��i / i / �/ / CS 2 (SEE D TAIL C2.2) 11 I I Imo_ I .8 / IN 8V 8$:80-SE \� \�ii/i /i/i// Ol 1 1 \�\\\\�\ / / / » RIM 95 25 / 6.50-N 38 5 RCP ®0:26% RIM 893.�5 I 42'- "1 STORM 1.19 1 D /11L \\\\ / / » L - - �p L - Z INV 8 30 - �,�h \ \\\\ /i /i 15 CAP INV 88 � L--- _ --- o ---- �--- ---- -------- -- - i � � W / / / 1 � � _ \ \ \\�`- // / ®INV 8 0 \ 1 ©0.8 % oo v » - \ > 176'-15» TOR \ \ \ \ \\ / \\ ---- - \ �i- 192 -8 PVC SAN 0 Ano > I \ �� $=p,TERM Ti I I MH 111 1 1 I CB RIM RIM 891.50 RI I 3.53 W 1886.25 I 9.28 "', I NLOW FL=891.5 V �� 2 ' 15'LATPFR (41 1.1 � CB 101 FL=891.5R1 IN 90.00-S 189.00-N IN 186.40-E FES 110 INV 886.00 iz/ / \ { 280 ��VC SAN ®0 46WATERM\ �o `�' n I - ��INI i \ 11 -xJG�'�i _C4 89' - a �\ �15STORM MRO ®� 0.56 - - 0 00 rn- �2� STORMS N � ®CB H 112 \ / c�i y CB 204 /SAN \ \ °�, .�F� 3 CBMH 1Y4 m / RIM 89d'.00' �� / 1 895.4INV 890 IN 88�.5( I IM 894�0 Z^ / INV 990.00 \�� 1 880493 o IN 88�.50-E NV 890. Z P RMP / \ /���6 \ \ \5 / 00 %/ �\ \\ o i o ^ \\ \ VO�°�� / \ • \ yy , O \I I \ \\ \ °* SA w Z� eti �� co/ - 95.7 \ V �ag2 O / et�- v+et�jam \ INV 887.69 \ O* F / 9 a I I � / / \ Ik \ \ / I .s / \ � 891' cn W °* UNLESS OTHERWISE NOTED, EACH LOW FL=891.0 \ \ \ \ OO \ V PROPOSED LOT TO HAVE. -4" PVC SANITARY @ 2.0% -1" COPPER WATERMAIN V� \\ / /----------------- \ \--- -� i 26'-24" RCP ® 0.38% \\ � - - - - - - - - (OD 24" RC APRON -----------�---1 ® INV 885.90 ;------------------ aM/ `' OCS 1 (SEE DETAIL C2.2) ------ �O ' 36'-21" RCP © 0.69% 21" RC APRON © INV 882.25 , 71 / i � ��= / ' / I�= -\�� - - _ O ii R� \ ' 0 60" GALVANIZED GRATE II ELEV=890.20 �' I I / ELEV=889.20 TOP WALL=889.00 ` 36" WIDE x 15" HIGH ORIFICE INV 887.75 4" DIA. ORIFICE INV 886.00 SEE PLAN/PROFILE FOR LENGTH/SLOPE POND NWL=886.00 ' INV 886.00 SEE PLAN/PROFILE FOR LENGTH/SLOPE POND 1 OUTLET STRUCTURE N.T.S. © TOP WALL SEE PLAN/PROFILE FOR LENGTH/SLOPE t, INV 882.00 DRAWN BY: DESIGN BY: A.G. A.G. CHCKD BY: PROJ. NO. C.W.P. 16-1596 ORIGINAL DATE: MAY 10, 2016 z O a. W 0 z O W 1E n i 60" GALVANIZED GRATE D W WO C0 (1) rn aWW3 > m D ��UQ I Q�J J2Q O a0 cn¢DWU) U_ ORIFICE INVERT OA Dz z W J ORIFICE DIAMETER © Q D Q _Z TLU<W0 LLj C'S POND NWL O W = z O ;. A �>ozQ o ' WmQWVj � Q N UDzQw W o Wioo1- L0 SEE PLAN/PROFILE w W > ccr) FOR = W � 13M Li LENGTH/SLOPE - a 0-0 O O O © © O O O POND POND TOP RIM RIM INLET NUMBER NWL/INV DIA. WALL LOW HIGH INV 2 886.00 4" 888.40 889.10 890.10 883.00 3 888.60 4" 889.60t 890.30 891.30 885.60 PONDS 2 AND 3 OUTLET STRUCTURES N.T.S. 1 /2" STL. PLATE DETAIL "A -A" SEE DETAIL "A-A"- 1 /4"x1 " FLAT STL ---, A HINGE ASSEMBLY MINIMUM OF 2 HINGES REQUIRED (4) 1 /2"0-13 UNC HEX • HEAD STAINLESS STL. BOLTS WITH NUTS AND WASHERS 5l8" 0 SMOOTH RIND. STOCK 4' O.C. BOTH WAYS 57"0 (2) PIECE 5/8" ROD POND SKIMMER GRATE GRATE NOTES: 1) GRATE TO BE MADE IN TWO (2) PIECES 2) ALL METAL SHALL BE HOT -DIPPED GALVANIZED GALVANIZED GRATE VJ w Q ~ Q O W z W W W J � U o J W z J Z) PREPARED FOR: JAMIE JANSEN SITE PLANNING & ENGINEERING PLOWE ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 O 1 0 25 50 1 INCH = 50 FEET Know what's below. Call before you dig. N.T.S. C2.2 LEGEND DRAWN BY: DESIGN BY: A.G. A.G. CHCKD BY: PROJ. NO. C.W.P. 16-1596 TV/ IYII`1VV I JLLV IYII/\ VV VTI BOULEVARD TREES BOULEVARD TREES REQUIRED: 1 TREE PER LOT 2 TREES PER CORNER LOT COMMON NAME BOTANICAL NAME SYMBOL QUANTITY SEE NOTES SIZE 1.5-2" CAL. ROOT TYPE B&B SWAMP WHITE OAK Quercus bicolor AUTUMN GOLD GINKGO Ginkgo biloba 'Autumn Gold' (male only) FALL FIESTA SUGAR MAPLE Acer saccharum "Balista" NORTHWOOD MAPLE Acer rubrum 'Northwood' HACKBERRY Caltis accidentalis BUR OAK Quercus m acrocarpa NORTHERN RED OAK Quercus rubra AMERICAN LINDEN Tilia Americana RIVER BIRCH B etula Nigra RED SUNSET MAPLE Acer rubrum 'Franksred' 38 PROPOSED BOULEVARD TREES SHOWN NOTES: 1) EXAMPLE SPECIES SHOWN — VERIFY SPECIES REQUIREMENTS WITH CITY'S ENVIRONMENTAL COORDINATOR PRIOR TO ANY INSTALLATIONS 2) VERIFY TREE LOCATIONS WITHIN BOULEVARD WITH CITY'S ENVIRONMENTAL COORDINATOR PRIOR TO ANY INSTALLATIONS 3) NO MORE THAN 30% OF BOULEVARD TREES CAN BE OF ONE SPECIES OPEN AREA LANDSCAPE CALCULATIONS OPEN SPACE REQUIREMENTS: LARGE TREES — 1 PER /2000 SF LARGE SHRUBS — 3 PER/2000 SF SQUARE FOOTAGE LARGE TREES REQUIRED LARGE SHRUBS REQUIRED OUTLOT A 19,932 10 30 OUTLOT B 36,063 18 54 OUTLOT C 1 8,900 5 14 TOTAL 1 33 1 98 }am �-�aM OPEN AREA - TREES COMMON NAME BOTANICAL NAME SYMBOL QUANTITY SEE NOTES SIZE 1.5-2" CAL. ROOT TYPE B&B SWAMP WHITE OAK Quercus bicolor AUTUMN GOLD GINKGO Ginkgo biloba 'Autumn Gold' (male only) FALL FIESTA SUGAR MAPLE Acer saccharum "Balista" NORTHWOOD MAPLE Acer rubrum 'Northwood' HACKBERRY Caltis accidentalis BUR OAK Quercus m acrocarpa NORTHERN RED OAK Quercus rubra AMERICAN LINDEN Tilia Americana RIVER BIRCH B etula Nigro RED SUNSET MAPLE Acer rubrum 'Franksred' 33 PROPOSED OPEN AREA TREES OPEN AREA - SHRUBS SYMBOL QUANTITY ROOT TYPE SEE NOTES POT SIZE #5 NANNYBERRY VIBURNUM Viburnum lentago SIZE #5 CARDINAL DOGWOOD Carnus sericea 'Cardinal' SIZE 36" HT. BLACK CHOKECHERRY Aronia melanocarpa elata 99 PROPOSED OPEN AREA SHRUBS SHOWN NOTES: 1) EXAMPLE SPECIES SHOWN — VERIFY SPECIES REQUIREMENTS WITH CITY'S ENVIRONMENTAL COORDINATOR PRIOR TO ANY INSTALLATIONS 2) VERIFY TREE AND SHRUB LOCATIONS WITHIN OPEN AREAS WITH CITY'S ENVIRONMENTAL COORDINATOR PRIOR TO ANY INSTALLATIONS 3) NO MORE THAN 30% OF OPEN AREA TREES OR SHRUBS CAN BE OF ONE SPECIES }aM _ v+e� ---- (5 I NI ORIGINAL DATE: DENOTES APPROX. LOCATION OF MAY 10, 2016 PROPOSED ADDITIONAL TREE DENOTES APPROX. LOCATION OF PROPOSED ADDITIONAL TREE DENOTES APPROX. LOCATION OF PROPOSED LARGE SHRUB DENOTES OPEN AREA LANDSCAPE NOTES 1) TREES ARE TO BE 1-1/2"-2" AT 4' BH WITH 1 YEAR GUARANTY 2) TREES ARE TO BE IN ACCORDANCE WITH CITY'S TREE ORDINANCE 3) 15 REPLACEMENT TREES REQUIRED (PER EXISTING TREE REMOVALS) 4) TOTAL NUMBER OF PROPOSED TREES SHOWN = 66 \ 00 r C I / \ \ rt i \ \ \ \ \ / POND Z SEED FROM NWL 0 HWIL W/ MNDOT SEED,MIX 33— 41 }arn �a M }am a� lam \),o' z O a. rr U w 0 z O w rr w Q 0 W W Q Q W o z z Wz w W Y U) 0 J � � U o J L PREPARED FOR: JAMIE JANSEN SITE PLANNING & ENGINEERING PLOWE ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 z 2 0 25 50 1 INCH — 50 FEET Ll CERTIFICATE OF SURVEY WITH n V � . nLbuunt L invLm tunt mnr :BENCHMARK I 0 a' s"w d11, MNDOT STATION NAME: �TTER MNDT RESET I N?o 1 ELEV. = 941.08 FEET (NA, VD88) N0Z 886.50 N U EWETI-79 LOCAL BENCHMARK: TOP '',NUT HYDRANT M < ^'of^' ST. CLAIR ESTATES �1162z 885.91 I HYDRANT LOCATED AT THE NW CORNER OF I °'OZ /1/ EWETI=80 EWETI-81 Na0 ��& x883.37 HOKAH DRIVE AND SIOUX LANE. ELEVATION IS I Z --for'- St. Clair Land Company 8874�����i�'•/ 897.49 FEET (NAVD88). I Jensen 2 11f 97 w \ \ C/O Jamie Jensen . EWET,82 . . . . . . 1517 Dawn Circle ,_ w� a85.89 1 EWETI -84 SEE SHEET S2 8WET098� ae542 VICIN117MAP \dll Arden Hills, MN 55112 88868 xaaa:2s 6,.,9 0-,EWET'-85 PART OF SEC. 29 TWP. 31, RNG. 22 / : . I a11, / �! 893.62 x x. 9a.17 6.4 x 896.50 x 897.50 x 892.16 885.47 .. / TOE . OP ET1-86 / 95 83 893.70 x 890.76 x 810 EW x 888.33 . ' X897.98 '..8 .8 x 889.32 8WET14 87I N x 894.56 x 897.25 x 899.08 X x 889.67 p 00 t 897. I I 0 � x 89 47 ETRE 8 .08 W : . 00 ETREE x T I _j _ . (o : 890�4 x 899 59/(1. 885.51 N Y :; : : : a x 8 7.53: . S.B#8 9O0.pg••• x 894.67 '-.,x 893.83 x 891.30 EWETI-88 i I c- �jO �/ : : E REE: ••0899• ETREEz 887.88 = = x 854.22 x:893.4 x 889.51 885.93 I - 1'/ Qa x 894.31 ;TOE r%1 Urn x898.32� x89Q.39 EWET,-89 N m 892.01 .900 t9� 95.45 1� 885.70 �� I" EWETI'-90 11 d .. m APRON-CMP 856.29 EWETI-98 , 898 65 x 9G1. 901.7o REE Z 4) 8 FNDFP: ETREe" x 895.22 EWETI-99 - I �' . O : 898.72 99.03 : x 89 .30 : �,0 �9 \----SS6----- _..I"Z SwET13 91 a- 03 -< 893. 7 TREE 2 R87.08 y 893.05 : 3 899.97 x 889.71 x �' / �' 4 �F , : x 89Q.32 ' CC 885.38 16, l --- . . / x 89,9.50 9021. T1-97 885.77 �- -__ EWE / o ~_ / x 901 51 9TREE5 895.23 a),' EWETI-93 - / }am - 885.43 /' ` \ 1 p 8 5.39 Lei "EWETI'-100 EWET1192 �`, _ 3 z x D o W REE x 892.57 887.48 885.32 - 0 89 63 x OI a EWETI-96 85.46 _ WET1-94,�''' = I z x 889.46 : JII, N J Y 898.45 EE �' M O < 4 x 899.39 x 850.51 ' 01 - SITE N U O I ;i ¢t O . ;� I 8WET1- 101 885.70 _ ' z = _ Q 884---' ,\11, o x900.43 x 44 EWETI-95 '? � 0) 'i1 897.92 : E EE x 897.66 . 00 ' Z i Early ❑tildlDod x 888.63MF N , 0 x 9T3. E2 x 893.09 ; 886.49 < Li / EWET,-102 Hornert am Pizza {� X 889.92 ;I\. Z . y 897.58 x ET4EE2 x 890.59 Z C -O 893.52 897.37 897.47 x 898.39 1 LJ nD Lakes One Stop fi Birch T'Ch S[ Blrr 3 -D ' 7.51 a 1� d O < �- ETREE x 900.69 903.32 --__ - ,\ •t ETREE x 898.84 �86.50 \••J `� : x 904.27 x 905.20 : WET1-103 ,\II, I\' -( EX. 897.10 x 893.35 x 889.09: I 8 SHED 2893.97 893.92 O 0 893.71:. z 0.20 x891.1889.98 I'iI WETLAND # 1 ANOKA COUNTY, MINNESOTA o 0 O U Q x: .� x 897:48 02 07 £TREE 1 ........................ aa6.2 I NORTH (NO SCALE) N z = �Y x 899.39 X 9 : EWETI-104 I I J Y P2 896.61 x 903.59 x 899:09 N °� n, U O r• 0z x 902.85 x 903.50 x F39a�63 x ii ' N m 1. ~ In x �. OO� O 895.69 x as1.7o x$90.1888.58 t 17 M>-Q� ,1894.88 89462 v1U x896.66 %Ilili 8WET18105 LEGEND EXISTING PROPERTY DESCRIPTION N N O 893.71 : ik 1 d N EXISTING 896.11 x89898'• x901.34 �' • DENOTES IRON MONUMENT Lot 1, Block 1, Speiser Acres, Anoka County, Minnesota. Z z 8 GARAGE ` 90 Z 3 � x 901.71 . x 9Q2.07 x x a .' x 895.73 9' - 3 04:' ' Z`o 898.7 3 D o_ O < 88 x48 EWET1- 106 0_ O < I FOUND AS LABELED 11 : 693.68 i Iw1 o DENOTES MARKED RR MONUMENT SET, ZONING 894.4 I _ - j 896.34 x 892.02 x 890.7Q '� 893.84 : x 896.57 N 896.34 `x,897.98� x899.26••••••••••••••••••••••••••••••••• x898.49 x896. _10� DENOTES ANOKA COUNTY \' 895. - CO x 89978 ass.4a EXISTING: R-1 sHX' SB xa99.n x I !EWETI-1c; CAST IRON MONUMENT 895.16 x893.52' 89 47 894,43 xgg0.60:. PROPOSED: NO CHANGE. R-1; VARIANCE REQUESTED FOR M U = JY 895.33 U 896.48 1 ❑ DENOTES CATCH BASIN LENGTH OF CUL-DE-SAC. 884, N�Q= w xass.G4 xs9z.4e xa91.37 QD DENOTES STORM SEWER MANHOLE \\!'' �,"� :: � x89740 x896.56 I I6a6.71 Os DENOTES SANITARY SEWER MANHOLE GUIDING x 897.65 x 895.15 0 =0 \o ' : WETI-1 x 898.18 x 897.97 E OS "�� _ 895.92 x891.0$ I DENOTES HYDRANT x 893.19 o L m 893.86; U ' EXISTING GUIDANCE: LOW DENSITY SEWERED RESIDENTIAL Z 3 WELL : xass.,s xa92.2g I `� DENOTES POWER POLE PROPOSED GUIDANCE: NO CHANGE O_O ¢ . 987b4 X 952.36 DENOTES EXISTING SPOT ELEVATION xasa.g3 �wEr,1-1o9 DENOTES SIGN MUSH �- x 897.00 x 896.26 x 893.79 -� �� x 897.27 : ' r0 893.97 x 897.34 x 892.38 x 891.©8 I 1. 0 895.51 x89 62 •. /0 aa725 ❑T DENOTES TELEPHONE PEDESTAL PROPERTY IS IN THE MUSA DISTRICT. 2 0 /-♦ ` EW�T1-110 1 ~2m ♦_/ x8g5.62 : ' / / © DENOTES CABLE PEDESTAL N w¢O= I -- w x896.35 x893.61 °� ❑F DENOTES FIBER OPTIC BOX j v x 895.44 x 892.48 �. ' NOTES ) --- 14 ^ Z 695.,4 xgg7.06 x89,.62 890.74:c =ry/ i' ❑E DENOTES ELECTRICAL BOX ; \\`�$8 N'� ' - x 896.73 ye' ° Z F, ET2,,, - Site Address is unassigned Birch Street, Lino Lakes, MN. Y- 6 •-\ x894.31 � x .. a86�56 c/ DENOTES GUY WIRE � d •• . L_J x 895.14 x895.21 890.84 1,. O EWET,-112 - Pin. No. 29-31-22-32-0044. Z ° 136P DENOTES STORM SEWER APRON Fee owner is James H Speiser &Lois M Speiser. /♦.� Z 3 -0 < -I- 894.21 L) - x 89286 .••'1-3UP � / ;' 886,'73 O < X895.98 x 894.82 x 891.24 "'•889.50 . ' 886.41,.' EWE'T1-113 -'J x a96.b4 xg9or18•••••••• x �� EWETI-1, 1\I'' DENOTES WET LAND - Field survey was completed by E.G. Rud and Sons, Inc. M - � - 894.62 $NDFP x89691 88685 �..... X x DENOTES FENCE on 2-10-16 ; O x �!X EWET1-1,6" _"' 9� �g 6 ..... 0 � 894J4 894.92 x894.77 887.19 l ''�J DENOTES EXISTING CONTOURS - Bearings shown are on Anoka County datum. M EWETI-117.y-�-�(8'$6- ; ' 885.70 oNo /-\ xa9tas �a�tijJ7 �NET181,5 '-3WET =-_------ DENOTES EXISTING LIDAR CONTOURS - Wetland shown was delineated by Jacobson Environmental; NC o xa95.59 . SB#5O 8a729 I xsasr4a -- PLLC, April 13th & 14th, 2016. Area A delineated May I x 89:4.41 x agD.56 N= <O iy� x896.72 x896.65 891,31� DENOTES TREE LINE 9th, 2016. I _ w 94.43 /(- ' > DENOTES EXISTING SANITARY SEWER_----- Property falls within 2 FEMA Flood Zones: Zone AE, an A i♦ U "'Z LO 89470" a94,1 � xa94.62 I £EWET8311� >, DENOTES EXISTING STORM SEWER area of 100yr flooding, base flood elevation of 887.0 and oa N J xa9s.12 xa942e xasl.so x89Q98 I rt 'xa56.48 DENOTES EXISTING WATER MAIN Zone C, on area of minimal flooding. Z �, Z x 896.17 x 886.81 Z 3 -T- a x896.6� EWET,g11g OHw DENOTES OVERHEAD WIRE - Tree Inventory by Jacobson Environmental, Pllc. Dated �O < -1- 0 894.64 i Feb. 3, 2016. Tele: 612-802-6619. / <�I SEX.HED894.45� x894.68 SB#'\J'; Z:' - �, DENOTES CONCRETE SURFACE Boundary area of the surveyed premises: 30.47 Acres. i - - ♦ 895.03894.67 896.26 : I 886.781 - x891.92 x �. EWET, I,2D I I DENOTES BITUMINOUS SURFACE - Y P EWETI z � FENGE-SWA OSB#3 Survey is based upon Title Commitment File No. 53574/ E887.51 WETI-too '� O 894.43 x 894.84 : x 894.60 888.89 dk 4 886.48 -'-__ ' r7 U) -\ 894.97 894.88 : L_ J ggg g ZZ� L-J 89453 x896.29 .I Q,!.887.1 _ �--: --� prepared by Land Title, Inc. issuing agents of Firs,t' --- I• DENOTES GRAVEL SURFACE 1000 -- 89447.1 x89688 : i 8WT13121 ' -- // N_U_ .I- ,'I,FNDFP 1 1 ;� 1,...-- --Lj American Title Insurance Company, dated February 15, 88779 NZ 0 Ye < w x 894.99 1. I 00 2016. EWET14 197. 6gg$a 51' N < Z = . p 886.72 W / rL �e WETI-198 EWETI-199 I JZ --a �i w : x892.33 ��. ""T1-123 1 Mw O �/ L�--'1 x894.90 .•.x889.89N I x886.37 PIN:,No. 17-11s-22�14-000s DENOTES ADJACENT PARCEL OWNER INFORMATON 8.8 00',%� aso.9s U z< -- x 895.49 I 1 Y 895.39 x 894.59 I x 887. o \ Owner,: City of X ' EWETI 196 ENDFENC O) < _'o I r I 894.59 x Z c ; x 896.34 Address;,Un assigndd (PER ANOKA COUNTY TAX INFORMATION)---------89p___ N L I J SWALE x 896.53 W' �' --' 68.11 d •• y _T_ x894.75¢ EWET1-19� vjei. "L`. � 3 1\ xa95.G9 SB#2" --- DENOTES SOIL BORING BY ITCO ALLIED I < " / 895.09 x892.81 ' I x886.48 O ENGINEERING CO. (952) 840-736 .=' .I I, FENCE-SWALE x 895.55 x 890 73j \II I I U x 894.54 \ __SS ,-887.86 1 895.23 "� X�896.07 x 896.53 x 888.41 `� EWET,-194 4 ,�5"�11 n 895.11 96.03 : 886.911 , 887.48 .1. V I O x 896.82:. �EWET1-�Q4 EW rt1 -193 ,y i ��� ' WETLAND 1 /y�� N x 895.74 887.09.' \, i M ¢ I x 886.52 i EWET}''-192 .\1P- < 1' x 893.29 __ _................................... x 895.91 NM O w x891.61 \ '� "" _- __ r ', of N i 'i w x 896.93 : y ' 1" 11 1 LIJ � I . : 29/\ P 141.60 SETIP25341�� I 0 O 897.34 x896.68:, I 887.30 i i1 SETT 341 � i %'-892.82 92----/ I i� 1 ��''ll ` q FENCELINE .0 L: m 3 x896.93 / :_�EWET1-1g5 �'� - :-;w AJ89"S8'23"E >7,Z. Z x 893.32 `� 11 x 886.47 i 3 8WET1'-191 Z 3 x 896.48 x 891.53 11 i / \\ d O< -_ 895.77 . x 894.92 W I 1 10 ir \ 1 886.28 /' -------- FENCE-SWALE x 897.03 889.8 ,, \ WETI-190 I O --______ 6: 00 896.0� *. �ii 97.44 x 896.60 � OP r \ I / \ / \ I / ,� / A \\ E OOj LI-j + 897.32 897.37 ----' F < I I I I K ' I - J \ ' %b 1;�___ O 3 " FNDFP SB#2 : 887.49 L / L - 1, / \ / I \ I °- \ ' I / II- o x897.56 EWETI- 26 // ! �` \ / I N � = 893. `ry 1 vi : : x 886.53 C� Cj ' \ ,/ �•'/ N N O_ _ x 897.44 �� < x 894.72 x �� 893.45 N DMO \j- w S9S..................... x891.3 .30 - - - I � v 56 18 7 i ��� P C �t ! 3 h % ') . N / ♦ L 897.52 : /ov x 890 WETI 1 I _ _. Q,�, Ci C y l ` , 8W5.6 g % 100 C ry I H Z = ♦ _ / A, '.. x.895.89 x 897.15 x 896.53 - 27 1 ♦ 7 ' - 887.57 E / p Z ,* x 896.02 r v: .SWALE Cp : i (- ' d11, / 885.67 i ____ II I<,., /-♦ p : : dll, i 1 y, ' - EWETI-188i'/ i D C 0 __ //� Cv i -0 N N.B� -J x898.89 x897.88 �a x893.22 .R.\• Xaas.s7 \\-\\�, �` .I, �� ao3 �¢ Z -o L y J 898.46 x 898.T2 89X .3000 x 890. �: • \ ad` � �i r �! I ? 3 v FNDFP x asz44 xs.s I 2 ' 7 asa.sl d O < x 898.94 k 895.95 : EWETI -128 S 7 ,-___________ 1 Q 898.21 - /' I E E2 1 �,.g x 898.43 888.SZx 888.00 I Q � EWETI-118 I 1'� /�� ���,-- � 7896.09 � � / J SWALE 897.67 N W -129 --__ O F ' 0 :. WOOD x 897.23 8 0 �� \\ `____-" / ETT P 1 \ ass.zl 00 x 99.7 89 5 7 :. LL RE x894.4 \t EWET1- I i' O W w ETREE. .•••. xETR E � A. x893.34 2 9: 0 0 89 .87 x 8 7.05 888.211888. 32 \ i1 1 I ,_ Z 897.91 E REE x /�U \ --- P, C �` ,\II, I I ETREE EWET1-130 �C11 - 'i 1 N w = : 896.44 888.80 ' ' \ G \� Y 11 \ 86.98 1 i1 it : 1 M Y Y ' 896 63 899.24 X X X 895.40 _ \ P' /� \ 11 EWET1�185 i 1 I : I N Z J O r -* x SWALE o x 899.82 898.60 QQ,,$ \\ \ I '` al i I U w= 3 . o887�iS \ ! Y i 3 1 I I In x 892:73 : ' • • • EWETI -131 P C� - 1 V ' i pJ�� i rp W < N x 896.96 16 / � x 887.81 \\ Q 9 / - ' ` ---- \\ i i I I p CD 0 1 897.25 t x 889.59 �` � \ `I 886.53 ' i 1 I �' rn Z cD 899.53 8.6.99 '4n: e8.16 \ i J ` <� FNDIP9868 ° : rBIT+-CDR FNDIP980B r: :887.88 \ - i I I N iii x895.73 ;EWETI -132 x' // \\ I \, \\ EWETI -1 $4 li I D L 0 : 900.11 899.83 : i 1 Z a1 m 896.72 899.84 50e,1 900.34 EBIT-COR+- 898.63 .- � _ / � \ __ -o FENCE-SWALE .4.i x 900.80 A 8�¢92.31 888.14: / �OQ 1 \, Z 3 -o : o 904,05. " q 52 .J t�.y 898.12 i rn x E EC. EWET,-133 / Y 6, 1 dO < �� I z w ......x90$.05�87 /J/-: X ._/ _ / % / 1 , 'I i I i � 697.10 8ND17�21 ILi EX. 589058 ' Z. x asz49 x 887.54 � J I /� `I %3 I I I o BLDG. v 897.94 m'. •x 869.75E .� ,,1I, Y 1 � a 3 : ` EXISTING 898.78<Z � 8 4 89 4 -138 33- - \ I `1 11I i, i '' i i i 1 rn '903:79 901.16 0 tX. 798 � J ) --- 888.40 / _ _ _ o I 909 95 BUILDING T„ ro SHED E"`T .. - -J I GPIN 1 I o= x "1 w x _ I EwET1-18� Owner LUKF E ITTERI00005 H 0 I T 901.18 Q>% / 885_`1 I N w = , 900.86 x 900.99 'kk O 1, + ' V &97.52 1 EWETI I,83 /address: 49'5 BIRCH ST / I I I M N Y j :� i i 90 9 O p'� 898.12'.., x R 94.02 _ x I dll, 1 ""-` , /, I 0 2 W_n 8 44 - 1 , i i 1 N - O 1 \i ' I 901.37 x g00. &9\J.88 88.72 ��, : " , , i I I N J 1 I � V 898.33' '.\ 887.73 1 , 1 w = , 1 901.48 899.64 Q 97.83 x 891.11 ••. - , 1 ' pA 7 X WETI-135 1 1 i' i I/ 1 �0 . - � it i I EXISTING •..C_h 00 EX.: E E-END 5%P8�23 J�I, 11 8WET1'-182 ' I L /I/ 1� I I \ N I \ EWET1-181 , I I I w 900.0�••.. BLD , 1 1 m i BUILDING x 896.25 I, 886.51 I ' I \ D ill / -Ai! 897.42 896.86 8W8.T 7 1.3F' \ 888.28 1\ O.% / ' i 1 1 I ` ,a- BOXELD 8 =x 895.34. / Z a` i I 900.67x 899.33 TOE x$94.23 #� - x 1-4WET \ 887.52 1/l 1 11 1 -, EL O < / f� TOE ........ x x 896.a:4 x.892.09 O•.8 .33\ .8S . 4 \ EWETI-180 r, 11 / TOE 899.62 O - x900.39?F TO 894:.. . \\ JII, ,L p'' / / I - TOP......, 898.00 888.73 i° - i, CD I TREE o go0.5z •'eoP.s2 X B�. EWET,-13i. w �9 . x887.71 FLOOD ELEVATION 887 FEET - �� �� 11 I 900.36:• EX G. 894.90'. 8e8.64 S .......8 x887.74 \ PER FEMA FIRM MAP NO. 27003C0365E. 887.22 900.79 c EWET1-138 L�'• O i 900.83 699.19 890.13 887.93 $$.. \ EWETI-179 1 -- 0 of i FNDBUZZINDR VE 901.86 EX : TREE14 x894.85 .1-4UP 21'•, 889.0 we�EWET1-141 gg766 /�' W II I I OAK30 ` CHAIN LINK FENCE '.894.18 \ EFFECTIVE DATE 12/16/15. / I O In o 90t4 '* x •SETIP 5341 -�� k ; .�,.. ' I N ' o GAR. •. 90 1'. TREE22 x L° 8WET1� 178 . IX ,/ aj w _ 1 - SW&.18 140 EWETI-14X 887.37 \ �� I 1 WD 889.23 \\ NAVD88 DATUM. % 1, 1 1 899:5 895.6 888.23••• x e i/ I Y i , 01.19 898.9d TREET. EWETI-1�&._•• 887.65 \ 887.4���', i ' N A r. 1 8g8.63 •.J �." i x= 1 i o x890.91 'EWETI -143 - EWETI i 1 j1 _ 1 I :: , 1 '� ; EXISTING - _ �. EX. ROXEL O 899.95 S89'S 63"E \ OH WL = 883.1 D�/ Rr 1' I - - I 3b6 90 N GAR. BOXELD160 xH'ACK612 ,' \ / Dc cD , 1' i �� w o_ , 1 GARAGE o "' s • ;.�:.: ssa.zs \ \ 100 YR H WL = 887.0 I In i I / 900.42 m �\g 887.83 \ 887.48 r I 1 ;' ' rn < i 1 501:F3 . z W g EWETI-144 \ EWETI-176 +i, �/. / i 1', I N D_ 1 9I .19 - CARS FF �.9 0.69 898. 897.1 T. ` \ iii I / DOOR-FFE , 6 � m 898.99 89200 �X 887.92 o .. 0 899.9, \ = N19•13 43 s\e \,6� k�,b2': cD 1' Z `) I I / g01? , 0 - d 893.72 891.46 �� � 1 \ 2. I'' / , ' O 0 894.54 . M x MINIMUM LOW FLOOR 889.011 Z C-0 1, i I / 590T'13 x... 08968'3 � '�'•! i( 1 \ 12. i/ i O I 1 3 v 1 .� EXISTING WATER�SPECTIC Q •0'- co \ 887.57 i \ 1 I 1 0) �, a O < _ 1 - _ x900.24 t EWETI-175 �\ � % i ' I 1 9ots5 l' .,GARAGE Q cA \ 887.66 77.63 / / � � / EXISTING 900.52 ;GAR �FFE 894.97 EX. � x N4 . �, 8 1.74 1 -,4 \ FNDIP9235 gg 1 i I , I I /HOUSE 1. asa.4e SHED �R°O \ \\ 1 "0 0' FfdD1/21NIP 1 I I 1' - I / x 896:67 \ \ 1 C//�r1 0 ° " I i 899 9 899.68 x899.01. ©_ �AJV9 58 23 1 2 ,111, 887.6 / It T� / - °i $ r^., x892:,$8 %818ME�T146 \ EWETI -174 t 901.60 ' x - 9i70'2 900.08 V1 \\ PI I \ '' II In 900.09 96.07 �I 1,888.53 \ 1 \ Ili I C11 900.73 ...�... $99.95 EX. E x 894.83 \ EWETI7 \ m II \ I // / \ N SHED EXISTING 6 \ \ aW9.a3,s2 // ---- 11 O 900.63 �.- ® BUILDING '898 �` 888.26 888.76� \\ EWE T�� 173 i/ I O � -m - KOM 1.. \EWETI-148 \ EWETI-149 r• , m < ,,, 895.40a96.51 \ 887.34 z' / i i I� I 899.99 'Z•� 00.07 r x TOE 1 1 .40 FENCE (/ �� 11 (n x 9001° 9oo.9z 887.75 I 1 111 ASH 11 900.07 q O ry ,, "\ 1, - . , 90 - .89$99 902.18 AS89'S8'/GcJ "E of 5 / 2 SET P2554 1 -- 1 900 b2 . 896.55 SW&60 "_ - 1 88E.T 3 1i n 1\ I - -- -- -- 899.6 < < ., < ` :: 502,3d� 942.30 ETSPK 0 BWET 5 151 t 8WET14 153 W 1 PIN Plcf- �3-1 22 32 0042"""" " x IV 900.73 ' M EY1 1 OAK38 .. 9Q2.54 '896.05 £ 888.93 ;� "\1 I ' ' ' -Ei1w 1: JARON B HEATH & s0 .Z3xTOE 892.47 P;mEWET,-,55 aea.3s I \ I KRISTINA A HEATH I \ I EWET3-6 ,� EWETI-1i2 905.01 897.75 \ 889.04 ^ / I I/ 892.21 EWETI -156 1 Address: 441 BIRCH ST 89g 58 900 69x 900.42 { DOOR F E? 892 20 xa892 22 A/ x I ASH5 / 1 ___ `\ EWET3 5 _____-- - , -T- /EXISTING EWET3-8 ,EWET3-7 88869 l In Ih HOUSE ��nnI g� EWET1-157 II ,'// / ' -�'- II. \ Pl.l�.VD 3.4 886.09i' I ,r-, I /♦ i♦_I _G-___A_-_ i 1, 900.53 r� 1 /. �♦ I i ,� 9 I\� �`�8 / 888.85 EWET1-171 I / ♦\ I N I 900.53 2 f< I I I I K I 0 9 892.63 d l�'------- ------ EWETI-158 ----' I %f < I 1-4-Y' K / 't 900.83 0 I / ♦_- ELM8 _ J.l , L/ L� \I 111 ♦ 1 1 O L / L- •. / ♦ / I ♦ 1 EWET3-9 89208 M EWET3-a �WE'T15159 IN No. 29-31-2�-32-0II4 /$ O �? j• 900.94 \``\I 893\2 _- '------____ -- [�` �". ' , Ownkr: MARNt�CAY SPEISER '11 1 _ 899 6 1 EWET3 T4 N _ , w �1 892.20 EWE 1 I 1 _ 3 Ad essy 485 BIRCH ST xE8,Q,91. pII yJET3-10 FWE-T3-3-_- ��� EWE89,1 OS 893'IG2 j'� I I , 892.58- 892.20 _ (1� 3-IWET �. - 1 -"9��-----� 1 899.92 I I\ �,� \\ 8�3.16 WET3-1� 892.3$ -'- 1J I -q- OAK30 ET3-1 3-L]P '` r'- 1 II i 'i 900.90 PIN No. 29-31-22-32-0046 PIN No. 29-31- 2-32-CJ003 _2�-31-22-32-00 889'69 '` / 1 \ -1- i 900.64 � `` 111 EWETI-170 `Q \�I\\ ` I I MAPLE22 Owner: JAMES H SPEISER & {{III Owner: MICHAELSQN CARhOIISS9 21i Ow : ANOKA-GOFiN- _OFgg 2. , /� I i ', ``I`````� `EtN T3-�6 I 1 �\ I 'i 899.4Q LOIS M SPEISER L & PHYLLIS Addre : 473 BIRCH -�EW 889.8s 1 1 I'I V PINE12' 900.84 `�� 1 11 EWETI -169 `.� \\ \ ` 1 i '1 a99.35 MAPLE24 Address: 453 BIRCH ST Adcyress: 461 B CH ST I 892.95 1 1 \ ,\ �, I CO -SEWER? I 893.22 �E-W�T3-13 i '/�� 889 p8 -/ I 'i II r' ` I • \V 1899.56 900.05 I I EWET3 7 892.33 r� 1NET I� a `, ---- 11 1. -/ S X \ 1PINE18 OAK34 \ , \�\ ' I' ' � t 899 54 _ �\ \I ,/ , ,192.93 896- EWER=.�8 ry,, 1 \I ` I i 11 ELM22 EWET3-22 89251 P 1 I _-' I II '11 $193.17 EWET3-27,.,., 1 I \ /' I %�____�`\ 899.53 SPRU3CE8 I `I\ \` I EiWET3-21 lke/ 89260 BWET I'26 I 1 it , I , , \jL SPRUCEI4 EWET3r24. ,. 1 I III Ii I 1 1 '' 923 " 8 2.76 1 889.14- ' 889.94 I 1 \\ �0 1 -- 1 � 1 8WET3- 8 EWET3-23 E�/ET3- 'i I BWET+ .'I _ i I I f T -_. , 1 8WE 32 20 i° , EWE'f1-163 EWETI-165 , , \ 895;45 I , 1 \ 1 1 I 900.54 \ 900.08 L .9PINEt2 �PINE13 _----- _ _ - - - ----------L , /' BWEI.03 2 894.a6 Eso o g8"'E,71 6Ii \, 1 , 900.12 TO 900.24 �r JQ0.0 ' } -' _r Rim 897.E p1 � � , '' s0.37 / _ E 3 19 Inv 890 87 p 25 - 71 SETI 41 ,s2 M,% 900.0 VALUE -GAS 90Q21 •••. EBIT EFF - I 3.85 __ -___-_ _€WE_T4=164-'' EWET1- TC 8'• SAN. PVC 0 45% EBIT900.19 899.90 - - ----- < 1� I T'1 g •• q 89.79 89i).11 11 T 900.23 1 8.38 1 89 N61 ems- "� 16Q1 '11 '1 i BWET 161� 3 _ ,TC < < MH-BUZZ? EBI EBIT •.,-.8_ _ „ _-_ BC-B-TAPER \ -�MH'SAN - _ 8 -- �9 896.93 EDIT n05 �� s7 900.57 ..........,_._.:.x EBIT � SAN. PVC 0.4 % _ _ - - EDIT --------- ------ 6; g 1 `EBIT COR ' .7 I VW 896.38 �$900'4 TC 900.64 900.32 � 900.05 ....,•••"8 9.78 894. <.•••"`�C�7�� �<< < -------------------- I TC T TC O •9 0.16 B-FL 16" WATER AIN II ' i `` _•69 .66 1 '1 1- I I 1 898.74 I 89 - 897.59 1 1 �� I I 1 I Qj I JI < - < ,9-< < < < A" F�0 CEM IN < C- N - T O- B EBIT-COR SR T ------ CU -- A E p T j 899.25 899.45 899.27 899.21 899.02 898.90 ..x --- - __ -__ _ --- y D 2UE x900.51 � TCB6-18 TC-CB TO TO TC i CB FL GLBBITo4 8BIT9S.............` ___. --- < G9 < Inv=888.12E 900., °L o - 8981, EDIT3o O / / ♦ i A 1 1 1 / A / ♦ \ ; ECONC EBIT S9S DROP=881.06 I I / \ �_ -1 I\I I I I I I - EeITB r\ 1 rN . 1 I -1- r\ r- r- -I- 1 F< I F( I F� I �- 1, f- f- I ``\, i ••••900.16•••••. "'•••90 .0a 899.84 , - J 898.73 898.52 898.24 897.80 L/ I I \ ♦/ 1 I I/ I I \ L_ L- I I . _x ••;x x899.62 898.92x x x ->� ' x-- 901.09 900.75 x 900.40 ........... • • • 899.31 899.17 _ ...... J A A I eN I / A e% e% 1 I A 1 -1- \ / r\ I e% I I -1- " r- \ A', A \ / r\ I A -I- A I �� 4.-4.. p O /\ 1\1I I K /\ I I I I 11\1 I Y II I I I �- -1 I I I I-- I/I/ /\ Y I -I I /\ I C I\I I I.... ""I I" 897.64 ,-\ 17 %/ I\,-\ \/ \/ \/ 1 9 1 1 1\ I \/ I I I - \/ I if r /-\ I I L_ ,-\ I Ln ,. ,A,o I I EBIT-ECONC 897.58 900.74' 900.48 .••,,.......••30II�'L2 899.97 O 899.69 898.93 899.13 898.96 898.72 �,' 898.56 898:27 897.41 897.58 EBIT-ECONC 900.83 TC TC TC TC 11) TC CB -FL TC TO TO - - TO T CB -FL GL - - Tt 897.1? ___ _______________.___..__.-.__-_____________________________________________ rl > EBIT - O `1. 900.9 900.59 > > > > > 899.80 > >a99.39 > > 11" SAN. PVC -> > > > -896. N'V17.03W �900.87 10" SAN. PVC TO TC-CB 898.- 897.86 I ;896.63 TC TO MH+-CENTER F MH+-CENTER - - TC-CB ---- OHWTr� OHW OHW OHW OHW OHW OHW OHW OHW OHW OH OHW' , 89za9 '' E•Ealr �-`Rim_897.62 - - ��(��\ , rc-e-rI\' Inv=879.38 --- l04 _ 1 �. LIJ ;'< I --� -- ---_ -- / �: J \ - i ' I \`�\ --1 I / 1 1 r - A I A A I 1 r \ / \ A I 1 I '1 �' _ _ > \, - A/ I' I �\ \\`\\ \ 1 -J 1 1 a� 1 I I- I I. . F- I\I /_\ I\I I I I I /_\ I-� /_\ L__ ` \ 1 I 1 -L- i 1 �/ 1 1 L- I V/ \ I Y L/ ♦/ /\ 1 I I\ \_ I " 1 1 r- 1 I A L 111 I AI 1/ 11 11 1 \I -- Il 11 I I 1 \\ I \ 1 i I I- I L- I\I /\ I\I I I I I /� I-1 I I 1\ � \ 11 i �/ 1 1 L- I IY /-\ I Y L1/ ♦/ / 1\ 1 I \ 1 I hereby certify that this survey, plan or report was prepared by me or under . Elul, NUU am bunulam Irwou"M - my direct supervision and that I am EST.19n Professional Land Surveyors a duly Registered Land Surveyor under GRAPHIC SCALE the laws of the State of Minnesota. 6� 776 Lake Drive N E� Suite 1104,,�O���_,_,C_, 50 www.egrud.com25 5o III 2aa Lino Lakes, MN 55014 DANIEL W. OBERMILLER ( IN FEET ) Tel. (651) 361-8200 Fax (651) 361-8701 Date: 5-09-2016 License No. 25341 1 inch = 50 ft. S;\rud\CAD\15pro j\15822\15822PP dwg 5/9/2016 5:25:52 PM CDT I/ ` 1/' 1 11r, I I I I , I , I iI DRAWN BY: JEN JOB NO: 15822PP DATE: 3104116 CHECK BY. dwo SCANNED ❑ 1 5/09/16 City Submittal JEN 2 3 NO. DATE DESCRIPTION BY S1 15822 P F icatun CERTIFICATE OF SURVEY WITH RESOURCE INVENTORY MAP �of� ST. CLAIR ESTATES --for-- St. Clair Land Company 50 C/O Jamie Jensen 1517 Dawn Circle Arden Hills, MN 55112 PIN No. 29-31-22-23-000�- .. �1 I 883.23 Owner: ANOKA COUNTY OF - GRAPHIC SCALE 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. • DENOTES IRON MONUMENT FOUND AS LABELED O DENOTES IRON MONUMENT SET, MARKED RLS# 25341 DENOTES ANOKA COUNTY CAST IRON MONUMENT ❑ DENOTES CATCH BASIN OD DENOTES STORM SEWER MANHOLE O DENOTES SANITARY SEWER MANHOLE DENOTES HYDRANT zoo DENOTES POWER POLE X 952.36 DENOTES EXISTING SPOT ELEVATION -� DENOTES SIGN ❑r DENOTES TELEPHONE PEDESTAL ❑c DENOTES CABLE PEDESTAL ❑E DENOTES FIBER OPTIC BOX ❑E DENOTES ELECTRICAL BOX r[ DENOTES GUY WIRE DENOTES STORM SEWER APRON Address: UNASSIGNED FND1/ sa3- 12 NORTH II' DENOTES WET LAND F83. 21NIP aOE.28 - 883.21 883.1-" 7 �58 x X DENOTES FENCE r---- 853-3-3 X..................................... X............... \ 883.65 ... ..... I TOE 886.95 883 67 \�/1 T /�n�\ III\ y/-�/ .............887.02 j'_. .79.E.........EWETI-4x 883. 77� . .... ..... TOP....... 8g6g NCONTOURS 88866.97X x x TOPX g ---� - ....883.78 ...... - 88877.41 88726. 3 s� EWE.T.1-s. as3.10 = -------= DENOTES EXISTING LIDAR CONTOURS DRAT AND-...... x TOP TOP x TOP X '. 7 885.17 X 885.60 '.8b5.7 84..64,a a I UTILITY E 1 vEr12s _-_--------``_---- E ____________________________________T9E_--884______19ETOE EWE - x8 3 884.6E -------- - 885.07 885.09 -YY� DENOTES TREE EWEETT1714 884.21 TOE EYyE�=1_g LINE I}I IF.......................................... I 885.27\1 Wet el - ......WeX T'.' W ,5 > R - II 888.15 :85.60 as4.7g ............... µ. � DENOTES EXISTING SANITARY SEWER 885.65 a TOP .X� \ ..............EWET1 --7x 886.10 88,,55.3] X 886.'Lt.�E-'884 97 8�Q4 .. X 885.18 887 96.: �55- $5,q EWEYf � 6 WET,-13 .13 » I X 88�.92 X TOP.. ,.g. `J-, l.. EWET1- 6 OE �J 2 .5 883.92 885.67 .. E x883 X 886:22 r5 et_ s4.31 885.0E TqE x: '�87`DO'20"E \'.. W�T1l�'-------------EWETI -1 ----------------------------TOE----------- x 887.50 ..... x 687.82 e a55�3 i ........ �6 DENOTES EXISTING WATER MAIN X TOE �865.91 � �� ���� _ 86.. 888.12 ....................... TOE: EWET,- WET, 2D oHW DENOTES OVERHEAD WIRE ______ i 888.52 '. ,70P'"'� '� �� 884.84 883.82 w _ 17 X 886'.ZJET2 --------------------- .� TOP x : x :xx 8� - --------------- 1 T9P---_. x "-- x EWET2 EWET2 883 O5 887.32 888.33 884.84 EWET2- F E _____ --- ----' 8X 8os.PP890 X.: 0 EWET2-5: a EWET2-2 x . DENOTES CONCRETE SURFACE ------�----------------------PIN No. 29-31-22-23-0016 TOP Xr------� x 888.72 x 888.43' -- _ Owner: OLLILA DANIEL W & BONNIE L xa89.72 : f 88496 I DENOTES BITUMINOUS SURFACE - -- Address: 6680 HOKAH DR114 T2-1 _ -- 888.49••••••""""""•••••••••..........,. EWET g ET, 2, DENOTES GRAVEL SURFACE ........ 4. �z88 01 r a 88 EWE ------ ................•..• �' sW 890.10. L----T�--J x 890.52 ---_ 688.69 X 0.27 x 888.65 \ -----_ :TOE ET E-END �884.36 .884.62 EWET2-17 3.WWET1622 EWET2-7 PIN r: 17-119-22-14-0008 DENOTES ADJACENT PARCEL OWNER INFO. 891.02 x� x$90.32 ''0 885.01 a83.02 Owner: City Ot X jI __----- 7 x8088.84::1 N EWET,-23 Address: Unassigned (PER ANOKA COUNTY TAX INFORMATION) �_______� x 892.57... k '.884.0�///// rr ------- 3.5g ,89,0.04 WETD SB#2 DENOTES SOIL BORING BY ITCO ALLIED c 844.72 894.g REE 892 B#15 EwET7z e Q. EwErz-1s 3 O ENGINEERING CO. (952) 840-7366. ---- : S >E890.02 xay88.9B TO D892•80 886.20 -Q '884.55 aWET1 24 TOE "89 2UP x 886.88 EWET2-14 \ ✓� 2 O j i U a85.511 e x 895.51 \ / R=60 \ / I I w: EWET2-9 f 8WET1 \ - x89,.55 885.57 WET,-25 / EWET2-10 897.0 x 893.15 x 891.15 EWET2-13 fie° 884.24 �� x 883.1E __ -/ i i z x895.06 WET,-26 889;39 = x 898. •' ., 469 x 888.8088-.50 EWET2--12 Xfi5E TOP. .B EWET2-11 884.08 x 890.46 911. x 891.31 T1-27 J PIN No. 29-'$1-22 23 `0017 _ x 898.25 x 892.27 wet ' = " Owner: WALSTIROM BREN6A K /-♦ 8s3.11 co 1 Address: 6672 }10KAH DR',x894.73 EWET1-28 899;88 FEN-CL-TOP x 896.6E x 890,59 OG J 890.74 96 . \ / - \ X 890:13k TOE x 892.72 8WET15 29 �` i L _ J 889.97: 92.7E f EX. : 00.57 •'• x 889.64 �. \883.20 --- / ', L -.1 SHED �P .x 8s7.90 -- //"� �� 890.08 ���......CCC��� 840.0$ `9� x 895.83 884.2E \\1 '/ 890.64 89012 : 901.8 X'898.08 WET1-30 / TO 803.26 X 'll li 1'I 890.62( �/�J7 ; X601.68 •`OO x 889.98 x 888.67 I 890.51 "'�hC 890.45 O x 892.57 PIN No. 29-3 V'/ 22-23- 0018 EX. x 9o1.so \ SHED x 9 0.64 - x 888.35 �' Owner: KNILANS BRIAR'' C :w E EE /'.884.21 & PATRICIA H ;' / - \ N : z 902 x EWET,-31 I • w . FEN-CL TOP 892.72 Sa' Address: 6664 HOKAH DR L _ J II m : w X 898.89 �o I n W z: x 893.98 �t z: 884.58 Ot . m w_ �� WET,-32 \ Y/ �i x 8�0. e0 7 a x 900.61• x 887.34 a0i TOE . ( 892.34c S7 x889.888.64 x 4.88 900.89 01;9� ETREE x 890.82 ••/ Y 883.08 OP. x 897.55 x 893.28 I 402.32 �\ ��-1� SB# 498.82 9 16 x888.44. 883.98, LX / 891.13 �/ _ $99°66 : x895.86 8982 EWET1�33 8 T- 890.66 �r FNDIP#? 901.66 X 900.49 '. _-- - 891.00 x 887.39 84.31 I /,� ♦ ` �1 FEN-GL-TOE 901.2E x 893.74 ';x 889.91 x891.8 ¢ TOP :x 897.97 x 893.55 885.33� Or• 1-1UP 883.70 x 899.27 EWET1-34 /-\ ' /891.6g� ' L _ J TOP x 883.12 FFE' ALKOIJT , - - j I - - s x 900.55 x 887.41 x 84.54 / x / /V\ x890.62 s-- x L 1 J �* X.891:.69: 900.9 x 0.90 x 889.31 x 890.45 ETREE x 892'34 x897.37 r131 PIN No. 29-31-22-23-0019 xa93.61884.41 ' II - - X r x 894.52 Owner: KACIE L JOHNSON i' 8g8,90 EWET,-3s II I MATTHEW J SCHUGEL '-- x896:37 Address: 6656 HOKAH DR I y i 91J1.$6 x 900.55 x 887.62 x 85.13 - T _ TOP • x . I `�1 y91.09 _ y _ x 890.82 N I 891; 45 ETREE x 889.50 \ / / 893.1A X X X 893.76 883.20 i x 892,36 : 9D1.g7 x 899.56.897.36 FND1/21N1 fsss.ol I X -EWET,-36 '. ���C) `C I :x 891.93 xrt85.67 O,( O �9 < 901.44 x 895.83 x 894.61 [ x 889.9 % •Y/ �� L� w.9 I %/ I x 892.87 x 893.31 No. 29-31-22-23-0020 70E :902:33cN Xg REE2 k900.05 x893.83 /�f. %.(N \\ O'9 x888.21 -lam -f A Owrker: JOHN M MACDONALD TRUSTEE :TOF 885.35 37 /2j y �� I I Addre TERRY A 66 8 HOKAH ODR LD TRUSTEE 886.Xo aa3.11 x:892.05 885.38 ` .EX. x896.08 WET1-38 /O \ , SHED�(894.4:.7 x890.79 ` \ 61 l�0 894.54 �/ �, EWET1339 � �,C\ SB 17 X W9o.2o ' 894.67 : x 894.59 �� %\ � x 899.78 X 897.98 r�^_, / �TqE # 3\-/ x 884.:24 x894.60 TOE X9 L52 89�.5 ��w� 888.51 EWET1-40 0 0 ' x 893.5E 886.23 0� O ' x 895.07 E EE x TOE :902:05 X :TOP' 20,.00 SB#13 x896,41 '.14 li : x 891.85 60 ( PIN No. 29-31-22-23-0021 898.9E x894.46 ; x889.94 884.39 Owner: MORIS ROBERT A & BEVERLY M EWET,-41 CP9 6? Address: 6640 HOKAH DR' ` x a97.g7 X 888.23 X TOE 11. 885.84 x 883.15 O ' I 886.10 EWET,-42 895 2a x 893.89 xbl PIN No. 29-31-22-23-0002 ;1 x 895.02 895.05 X FOE 9b0.6'i X x 9 0:10 x 896.521 x 8g1.1 `" 8w .68 43 Owner: ANOKA COUNTY OF TOP .£ EE a x892.02 LL7 Address: UNASSIGNED 895.24 A x 889.74 V �� ' EX. 898.15 I - �85.5 III ----F- /' GAR. 9ob.2z 31 x 898.75 X 1 : x 8W8.14 IN : WET1- -�- ---- a95.43 TOP x 899. - C-0STYLE EBIT 895 08 a x 895.24 / -, 886.08I '.� 894.8 a8sr2� 89489 894.6 GL 0 FNDi%%NIP CONCRETE DRIVEWAY ag5.as x 8.60 xass7l r\ I /\ /\ I / ^ : �'� X wEd>Y45 aa3.o4 C-DSTYLE 894.7 895. 9g5s80 8p6.�Q2 896:0`� •896.03 : E REE 892 '882-------- T ryry�� F< I I I I K I X .33 <^ V .� TC9 D YL "V L / L _ \ / \ % I \ I x 889.61 895.03 E 894.2 8 4.�74 JF/ 895 63 -- 895.39� ;< 884.75 TC-BSTYLE 894.16�BF CBTCl/ - ` �8 5.52 L E 898.82 x 897.49 x 896.65 x 893.60 EWET,-46 CBFL TT�L r 895.16 FNDRE R CBTC 6 1 R 894 73 895.40 895.9x-.0 895.62 895X56 ETREE x X895.75 TC-BSTYL 95 TOE : x x 894.88 \ 886.38 5 894.93 95:13 GRAVEL DRIVEWAY 95.1 899.27 x891.36 x888.13 x w' STYLE - 8C4.BSTYLE - $„qd- - -- TOP ` x 897.41 P \ I 884.95 894.81 T J^ T - I I I SB#12 ♦ EWET,-47 883.14 TC-BSTYLE 894.65- - 895.1E - 895.40 S' 897'42 • 894.85 i - 895.15 \ 895.25 x O 0895.45 a, X x ' TO DST8v:� 82 / ` I e ♦ I I \ ', e I r - x 895.42 ETREE (0 $85.66 894.86 794.82 895.12 I I I I 1 X \ 1 /% 1\ 1 f- X 8 7.20 x 895.51 x 889.65 I EWET, -48 899.97 x x8g6.02 x 893.44 MHaAN 894.55 Z/ 1 ♦/ ♦/ / \;' L- /_` 1 Y L895.29 PEE \ TC-DSTYLE X8.95 .2<. T. P .66 N x 895.05 x 895-1 L"� x 895.17 X 895.26 X 895.18 x 895.61 `8 .5 97.99 ' DSTY894.81 '$94.87 Y x 894.97 x 8 -- :ET 889$ 2 V 8C4 DSTYLE'" x 895.19 x 895.38 x 892.4E X a91.53 x 888.36 886.0$/. TO- B STYLE PI N E2 I Sg 4.88 x 894.69 x x 894.94 895.94 : _ _ N 894.82 �cS95.�? x 896.38 < < 885.5349 ?'83.14 \ 894.4 TES s9 .71 PINE x 894.13 \' . IF 894.99 �% SHELTER TC-BSTYLE N FIND �2 N P 97.87 x 894.69 \ ? '� 894.42 896.64 x TC-DSTYLE 896.0E 896.35 TOP 896.44 x 895.21 x 894.68 894.79 894 69 01, /EX. 896.43 x 889.55 LLI 894.5QQ ��Rim=894.82 SHED 896.41 886.27 TC-BSTYLE I TC-DSTYLE �'i PIN No. 29-31-22-23-0013 x 895.81 = : x:888.06 O 885.5E -T- Inv=886.83 N 89.6:07....._ x892.3- I_) x883.06 V Owner: RAUCHBAUER MARK & DEADRA I EwET1-50 -1- Inv=885.95S� TOPX x896.63 \ Address: 6630 HOKAH DR TOP East To of \ x (y:l\ -_ / �� P x � x 7 97.69 893.27 Op 883.08 i \_ Concrete = 886.54 895.77 ETR PEE x 893.82 \ x 892.37 M I 885.62 w x895.73 TO O EWET1-51 $� (No Invert East) 1 x896.84 xg94,g3 x893.3� x890.77 Z \ CO i x 889.3E m / v 886 28 I" 83.12 C ............. x 888.21 IX 8 l - 1 x 895.70 x 89L91 V = i - \ x 89-.90 �� \ x 89241 W \I 885.70 885.61 EWETI 52 X 883.05 I I 898.15 _ O SB#11 ; �I O. EWETI-53 883.02 I FNDF a 7.71 x fl96.10 x 892.9E x 891.66 • i x 890.34 x 895.05 x 892.31 89 62 : O 885.38 /X 8OP �X x 888".44 I x6W6�1-54 \ _ I x 89 x 89 SHED 8g$.R§738 x 889.25 O 885.74 865.24 z. EWETI-55 8 6.0E x 891.25 / - \ PIN No. 29-31-22-23-0014 ass.43`. X E EE x a92.s1 ago as As 4ss es0 4z J� X 895.51 A-5 • • x 889.58 885.73 \ _ / Owner: LUCKOW RANDY K & DEBBIE J TOP 18x x 894.76 : A-1 tL � j EWETI-56 ? i -- Address' 6622 HOKAHDR s9s.a7 e A-2 P PPz83 As60e x890.77 x$9D12 /51 / E ET17-57 891.28 60 xa --- 897.63 A 2 s_ x 895.06 887.60 S ________-_ I EX.: sP2-eoT� aa9.91 x 888.57... . / \ OSB#1 0 : 891.35 887.29.......................................... as. 5 ______________________, - L_ J SHEDss7.4a A-19 8 82(WP1-BOT A-7.......... _ ZO• �F 83.27 x 8a$.o� 1 895.27 _ sP1 889.86 88 ! 7 `� x 8qq55 ((77(, �:., A-1890.95 g90.63 890.40 A-� .. A- �r" ` EWETI-58 1 897.§a X 5. Jx 9: .. A-}7 A-1 }8b1889.81' :85 Jl/ L - J TOP TREE x 894.71 X "h s 889.78 A_g ° E x 888.32 O^, x �87.33 1 J :' 8 s.ss - ••.2 888.37 �2 .S. ... I x895.17 896.9E 892.12.. A-12 x ,6„Z8..:.:....8 21 44'41» ................/ .�s I W D T D A D D # 1 �:. FNDFP 89osz"eso4a �` E N Ago A_�4. 88 44 EWET1-65 5 .. �� 886.1:1 99510 x 894:4.2 T1-67 �J 9.03 ,d� EWET1-59 . _ 887.0 x 886.91 �' EWET, 6 886.70 886.52 x 886.85 886.53 E T1-6�4� WET1-63 11L EWETI-60 : 00 I T V E A S E S 89621 "lx a7 $. 885.75 886.29 8 oo U T I L E R A C R i I TO. x 894.67 r 68 ` 1 2WET �' AND E I C X 893.90 �tl ,\II. X EWET1-62 EWET1-61 S P x 894.64 : - G E F 883.31 x 895.13 x 894.86 x 89 63X 895.13 R�,� 886.34 _ R.."A N P` R P L A T EE •t887.85�Tl,�69 .9.`�D.. P E x 894.8- x 891.61']-2UP �,. L 1 _ \ - / PIN No. 29-31-22-23-0015y'0, �� S x 885.86 I Owner: HOCHHALTER EVA � I \ / �i Address: 6614 HOKAH DR 1" : EWETI- �6 as jg85 X 885,60 Y ' 'VR @88.63 EWET,-70,� �3, EVt-76 885.52 I / Y \ x 894.98 6��� X B87 41 887.11 ? 3�efE885 82 L 1 J x W94.98 x 893.82 9 6 \. & '< _ I x894.52 95.72 895.44 890.34x JO CQWET1-7�WET1-73 Y1e 50 EWET ��$$ dl 1, 895.97 994 wet' EW Jr-15 N ' 7°o8'J6"W - !y \�T,-71 aas.a5 1451 x894.72 x891.78 .._ EWETI-741� �> FNDFP / x886.9 / EWETI_79 JI. - 1 894 13 TREE x 890.3$ 9 j ' 98� /6p� kV 886.27 885.91 1887.73 EWET1 =80 EWET,-81 ' x SWALE 896 2 x 889.E Sto„ `�,��'Ij O� \ ��52', x 883.37 I x 894.83 E x 895.4E x 895.19 x 894.99 .. I 896.19 .x _ :TOP x 895.37 x 11 6, l3 Yr893.5 x 896-,20 891.19 x\�, X TOE 887.49 • P ��,,/ L - J x 894.25 6.74 x 887.82 885 97 �v \ x 894.68 T 895.45 893.08 x 888.40 _ - i x 2' . 896.61 -8\ '885.89 PIN No. 29-31-22=..32-0028 ETREE Wa EwET -84 <'I : x 895.92 x 895.55 5.93 `. x 891.55 ' 886.09 ' EWET 1 _ Owner: TYLER R OGLE x \\ ..E EE EWET,-83 \ „.EWET1� 85 /* Address: 6606 HOKAH DR x 896.91 age 36 X 840.22 x 588 2- 6� 9 896.i64 �X� 1 L 1 J 893 6FN 5D1 /2131 x 896.42 SB#9/ l 89 x 888.68 896.82 x 888.93 _ ' T' TE X' TOP x 894.58-. 892.4 �. i x 894.77 X 894.0EO 885.47 6.41 x 897.50 x 892.16 893.62 X: 98A7 EE x896.50 -86 1 TOE x OR x 6U 89 0. 0.76 --- \ x 895.83 X 893.70 885.74 x.897.98 x889.32 x888.33 EWET1-87I a, x 894.56 : x 897.25 x 889.67 , ' \ N x 899.08 g p : (o 897 '1 c� w z � : TOP¢,4 �9 59 x ETREE X ET EES Reg li N O .i Q1 TOP CQ x 8 R E3. ,•. SB#8 FOR Ems............ •• x 894.67 ..X 893.83 x 891.30 EWET11-88 04 899. _ = x 894.22 X'893.4 :x 887.88 885.93 I' 'i --'- 00 x 894.31 :TOE x 889.51 1 U ., x 898.32 x 89Q.39 EWET,-89 1 N O ... WET 1 i ' m 892.01 90p ,SEW ETI o •• N APRON-CMP 9PEE � 89&65 x901. 901.70 PEE �� EWET, 98�\ I� E 1-90 I Z �, FNDFP: ETREE' X 895.22 EWFT1 �i�,`�O _````--Z3 898.72 99.03 x89Q.30 EWET,-99 8 893. J TREE : O9, \ - 86'--"-"-� SWET1391 I d O Q 887.0,8 L. 893.05 : X 899.97 x 889.71 X �e \ I' 891.98 892.57 \� 9 x 89Q.32 ' qy 885.38 CBFL CBTC \ x 899 50 0 �� EWET,-97 885.77 I 888.E �` x 901 51 902.75 2'... 895.23 : 01' EWET,-93 }XEWETI: INV+ - it 0 3 z ETREE ': x M886.11 t 885.43 h "EWETI-100 O ,y 8 5.39 x 892.57 885.32 i' Oj Q o Y 89 63 REE C 887x48 . OI '/a EWET,-96 A5 46 94 IM O a 898.45 EE x 8 -1 889.4E 1 i N U YO x 899.39 !� EWET16101 ?� 88570 I I Z = EWET,-95 I L1 X 900.43 44 89?.92 x E EE x 897.66._ I Z I N Q O ��� x 903 E2 x 893.09 /' 886.49 x 888.63 / �mg 11 r o RQ SR A I 904.52 x889.92 I\.� EWET,-102 BENCHMARK MNDOT STATION NAME: OTTER MNDT RESET ELEV. = 941.08 FEET (NAVD88) LOCAL BENCHMARK: TOP NUT HYDRANT HYDRANT LOCATED AT THE NW CORNER OF HOKAH DRIVE AND SIOUX LANE. ELEVATION IS 897.49 FEET (NAVD88). E11°1911 Professional Land Surveyors www.egrud.com 6 776 Lake Drive N E, Suite 110 Lino Lakes, MN 55014 Tel. (651) 361-8200 Fax (651) 361-8701 S \rud\CAD\15pro j\15822\15822PP.dwg 5/9/2016 5 25 52 PM CDT SEE SHEET S unTic1 - Site Address is Unassigned Birch Street, Lino Lakes, MN. - Pin. No. 29-31-22-32-0044. - Fee owner is James H Speiser & Lois M Speiser. - Field survey was completed by E.G. Rud and Sons, Inc. on 2-10-16 - Bearings shown are on Anoka County datum. Wetland shown was delineated by Jacobson Environmental, PLLC, April 13th & 14th, 2016. Area A delineated May 9th, 2016. - Property falls within 2 FEMA Flood Zones: Zone AE, an area of 100yr flooding, base flood elevation of 887.0 and Zone C, an area of minimal flooding. - Tree Inventory by Jacobson Environmental, Pllc. Dated Feb. 3, 2016. Tele: 612-802-6619. - Boundary area of the surveyed premises: 30.47 Acres. - Survey is based upon Title Commitment File No. 533574 prepared by Land Title, Inc. issuing agents of First American Title Insurance Company, dated February 15, 2016. I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Registered Land Surveyor under the laws of the State of Minnesota. DANIEL W. OBERMILLER Date: 5-09-2016 License No. 25341 DRAWN BY. dwo JOB NO: 15822PP DATE: 3104116 CHECK BY. dwo SCANNED ❑ 1 5109116 City Submittal JEN 2 3 NO. DATE DESCRIPTION BY 15822 P F OVERALL PRELIMINARY PLAT SHEET VICINITY MAP PART OF SEC. 29, TWP. 31, RNG. 22 �of� ST. CLAIR ESTATES --for-- St. Clair Land Company C/O Jamie Jensen 1517 Dawn Circle Arden Hills, MN 55112 NORTH %N No. 29-31-22-23-OOD3, 00'I•��� 0•nr. ANOKA COUNTY OF ___ 883.1t ar-c UNASBGNm FND;21NIP ------------ - ----- _ WETLAND #1� -- p} _, \ GRAPHIC /rye 1� pC SCALE DRAY AND �11@.L1JL H�\/ - 9 UTILITY 884______- ' . Wets _ Wet \ 100 0 50 100 200 ` I '� 45.97 - i S87'00'20 E wet ---------___-� ------ PIN N. 29-M-22-2 OW \` ------------ __ Aaab"r-=I.ABONq(IELWAH BONNEL 2�y. k ( IN FEET ) ---- so D \�\� 0� \\\ --- ' "---' � 1 inch = 100 ft. so IR 60 / I I I OUTLOT A ��` � �e� -----------_ ° mF -_ I GROSS= DRAT S.F. I� (PROPOSED DRAINAGE AND ' UTLITY EASEMENT OR \ J♦�\ ' ALL OF OUTLOT AVE ' \\ \ Om,en WALS NDY1 K ,-♦ r's. IAetre•c 68]2 H Aq Dfl \ +•_ J,LC m / � � �•� Ate• r P M \ �L i�:•p- tiry B x / / \ PIN No. 2a-3Y-22-23r0018/1�' \ \ 0•nr. KNIl�S BWAW C ' Y k_ f1PoClA H 1 1 \ \> \ Aabe•e 84 xIXAH DR _ GROSS-33 0,280 S.F. / / 4 13 20 i NET=30,280 T. GROSS=12,294 S.F. II i i/ ♦ � ii i i I NET=12,294 S.F. / �OS, \ i l l � 1 GROSS{10,819 S.F. 'I D'i� Fl T.1L11(r ------------ r __-- ... 4 1 I ' %N N. 29-31-22-2}0018 ca Ili I 1 asss xIXAH DR Lt_ i t\ w m / � r GROSS=112,531 S.F. I%' i 'I --�1) am.a � 5-� 130.J ♦`\ \\ NET=12O,531 S.F. II I 2 � o,oy�yyN4-;� 9- ' S GROSS=10,834 S.F. R n \ \ / / 1 \ { rt y No. ze-31-22-z}oozo I NET=10,834 S.F. 6 w / /,,6 1 ��, �� 9%}9 '� I I I III\ JOHN M IAACDCNALD 1R1151EE Z '� ",/'� '11 O \I , TERRY A MACDONAm TRUSTEE < 30 O� / 7 '11G 7 'YA `\ 8648 HIXAH DR m \\ GROSS=13,674 S.F.�O J O NET=13,674 S.F. '5, y j F 135.0 m \ po / 00'P 'O Col- 1 \ g / \\ 60 I %N Na 20-31-?2-2}OD21 0 lY6y6 \ / / / - 1 0 - -------- ---- 8 _- Oi S N... MMS ROBMT A h BEMBRY M \ \\ g5•!- --- �9 Aabesc e8a0 HI-H DR 1 O ` / / H GROSS=14,850 S.F. o I I PIN No. 28-3,-22-2}OOp2 W j \ I f N Omer: ANq(A CWNtt OF \\\'I m i NET=14,850 S.F. 7 OG \ GROSS=16,5131S.F. I I L�j m Aaare..: UNAssIDNm I \ I 2 NET=16,376111SSS F. w __ - \� M01/9NW CO CREIE DR EWAT l r� I i♦ 1� �A �O r, / j Z 135.0 t$ /, 5 35 GRAVEL DR YEW, ¢ m SIOUX 165.00 ��4208 4 1 1 I I¢ J wcP LA 207.08 ---- 88aa4a,, 77f 4 \ } I 4$I ' R%9nDI4j8a85..9853((5N)) %OAaWNanraNeros. . R2Aa6U6-C33H01B-AH2VO2EK-flP2 H}MAOoRRpK,3e: OEAgtTA�4E�135.0 16.II4\\ \ Rt30 � / GsO=24,2 II 1 F. ✓I a 1 30 (NIP 30 89S. 4.82 NET-22 S.F. V_M _ss 11i ` I 0, I Concrete = 886.54 o ♦ 4•? o GROSS-13,500 S.F. ' (No Invert East) ! I NET=13,500 S.F. I $ o - 0 _ I o - I Y i ______ 100.0 ______ \', B9&15 m I ": --, �• OOYI.� ZO?9� I W FOP- m 10 --- so0/ 1 IM GROSS=23,700 S.F. ' I� '5.0 c1 I 4R0551=18,139 S.F. I NET=21,893 S.F. ,_♦ PIN No. za-3,-z2-z}oo14 ` NET-17,90fi S.F. ,I -PROPOSED WETLAND MANAGEME t \ ``- ♦_A Oxnr. LVIXOW RANDY K Jt I-E J �N m O / \\ --- Aeereee: sszz HaKAH DR w OS S.F. o �j t RE n 5N 0 eI I CONSERVATION SIGN (TYP.) \ f-- 2 ET=10,800 S.F. 'I ---- &C3 `^ I • 0 m M R SED DRAINAGE DyyUdT�111TY EASEMEN� ��DSB� A -P OPOSED DRAINAGE I T '0� A UTILITY EASEMENT( J \� ` `._ 9031- N63 I6y W TLAN D _ o Ml/ - > 135.0-� o --- ° 1 ANO a T1 L1TY1 CER AACRES XI C ?v 11 - NAGE T F S P E RP LLI PIN No. 29-31-22-2}0015 100.0 JS 21 �D R A PER P L A •? \`\ - 0•ner. XOCHXALIER EVA 3 wJI \ / ' ' S16` 3 Aaen..s Bs1a Hq(AH DR GROSS=11,475 S.F.•Y I O 121.E tiye\ / 733 NET=11,475 S.F. N PROPOSED POND MAINTENANCE ACCE 9 6� \ li I I II ♦ EASEMENT O, \' 2r T08'36•W I�i, oIm 12 30 I, - z m GROSS=11,098 S.F. NS9y?9g y,\W •'��• NET=11,098 S.F. II I \ . \\I :--�- Oaermarr.e. ..TYsLeEoRe RxOaKGALEx DR z I 15.30 1 _ GROSS=11,559FFS. \ i I' 1 4 a NET=11,559 S.F. I I 1 �,�� 6?g /5•W L1JN - I I W O W I ! 13 :i_ 1 1O ? m w GROSS=12,011 S.F. w m �I `\ L -60 NET=12,011 S.F. 1 OUTLOT B 8 0 140.2 640,029 S.F. I UTILITYOF OUTS TGOVERD \\ 5 ut C • o I 148.5 p� ALL OF OUTLOT B 7 \ m\ g a GROSS=12,88 S.F. o I\ o NET=12.880 F. 1 i \ \ >\ iN 14 --- 11\ pp 898. rcPRO E •� op T= 1,552 S.F. =1552 S.F. s.S %DPP n I AND UTIL `RAEASEMENT \LA \ m NE 1 11 \ I o _PR AND DRAINAGE 1 'M7'f �03� 16 o I AND UTILI EASEMENT�1 GROSS 14,623 S.F. 1 \ I I Sao NE11 23 S.F. 7 1 I 1 I N o $ GR SS=1,1,40747S.S.F. =11F.0 K i - I 174.9 1 I li - WETLAND #1 l 30 140.4 I i/ II I olry t d p I GROSS-14 S.F. m m ro 16 o I ` II I IIII ! �_. 7 y I NET=14.099 S.F. *wee, m c I \ 4z OY6. 81�® m' GROSS=12,088 S.F. \ ���7�,,,111,t111 Ib EASnx.] I / / . / j m NET=1$088 S.F. ���� z gg GARAGE I M In]]]�� 155.2 I • I 183.3 z I' I w m j m--M3 1 o w 17 0.0I = I GROSS=12,302 S.F. Mo, 30 m GROST=14,054 S.F. S=14,054 S.F. ro c ? NE $ NET=12.302 S.F. If / Ij Ili PROPOSED WETLAND MANAGEMENT I` CONSERVATION SIGN (TYP.) - - - - \ Y 136.2 i n v N 187.0 , 8 1p�484 S.F. OSS-15 N NET=15,105 S.F. a1.1 _: NET=11,484 S.F. .10ROSS-1S.F. r � o A•�� O _� - 0 _ _ -4L I -L s < III I- V Baoip 0 m 189.4 135. I , 8�0 10 z 19 �1 6_0- � n`i= aim -9 iz GROSS=11,475 SF.F. o GROSS=1S.F.TNET=11,475 S. _________N NET=10.810 S.F.-1 1fl ('I sxm® 135. o o • 135.0 z V1 I 20 it \ ---------- 7 7 GROSS=11,996 S.F. > pp]� 1 1 In NET=10,810 S.F. II\ i O 1n GROSS=10,800 S.F. o m I NET=101800 S.F. ' a J L 135.0 m n 143.8 1 I-ee6' JD, 21 GROSS=12,305 S.F. 1 1 \ V,WE TL A N D 1 "`71 'S5e za 12 [ o NET=11,682 S.F. 1 ` -� ALP' ��NET-Ii_l j3F. I N SE9P ,Al S89 30 .30 O -168.3 m I'i r� 1 i� I'll 11 22 r_ \ 3 `� MDFP 90.4 Op30 II/ m -' F t 1 I I I ` N 1 \ 1 I 13 GROSS=14.661 S.F. "4P Q��1 gg / NET=13,899 S.F. 'ip , I \ Rg '` J ::�so.as / g`L•� /ILc € LL I / \\ °23 6 GROSS=14.282 S.FP- fT PKY 14 X NET=10,829S.II1 al o l m mDlPeeoe 116.9 4.4 J/ �• /d e` 1 FNDI�NIP BDG s89o. .58 �N 1 o , .7 ^ :� OUTLOTB % Epwp A I� Ri ZEN m a'9 v PROPOSED DRAINAGE AND I UTILITY EASEMENT OVER j li \ ffi '0 o m I ALL OF OUTLOT B ' 11II so R ;a 91 1 16, I 1 1 I, I 1 I I F; 17 iA OUTLOT =1fi,6 S.F. i� ROPOSEGROSSD DRAINAGE A Ph l �m I UTILITY EASEMENT O \ q� CJ ALL OF OUTLOT C • 333so \ RICE LAKE o 00 FLOOD ELEVATION = 887 FEET - �,ad PER FEMA FIRM MAP NO. 27003CO365E. eae.oz°' EFFECTIVE DATE 12/16/15. 156.7 ° SETP25341 ' \ NAVD88 DATUM. ^4'/ 188.78 r \ / S89.58'23"E I % \ OHWL = 883.1 nh7�?� ' \ \\ 100 YR HWL = 887.0 AA5 1 n O TI m I O 2 \ MINIMUM LOW FLOOR = 889.0 N1973'g3•^',,152� 4 GR,GS=2 h `;§, aR \ 12 ; 20 GARAQ ® I `rJ ��f1' \\ FNMP8235 2 -sy 86.163 , 1 .�y' SHm I 'OQVVI\ \ ' 11O.Q1 % RTo�/zINIP S89 58 23",' X 551T11 L \\\ \ \ ] 1 � 59.5 \ .C'AO"/,A "J'8" F \ OX.72 SE�TIP25341 � 1J 77 O SI ♦' ♦, ♦Xdl 3 J, J SITE -,-� Early C►vldlDod � Hunxgrn P¢xB {l11tlM LInD Lakes one stop r 91 rch $t p�p rT � P 400 ANOKA COUNTY, MINNESOTA (NO SCALE) EXISTING PROPERTY DESCRIPTION Lot 1, Block 1, Speiser Acres, Anoka County, Minnesota. ZONING EXISTING: R-1 PROPOSED: NO CHANGE: R-1; VARIANCE REQUESTED FOR LENGTH OF CUL-DE-SAC. GUIDING EXISTING GUIDANCE: LOW DENSITY SEWERED RESIDENTIAL PROPOSED GUIDANCE: NO CHANGE ;1 a MUSA PROPERTY IS IN THE MUSA DISTRICT. R;-C h 9 i I I II -' NOTES Site Address is Unassigned Birch Street, Lino Lakes, MN. Pin. No. 29-31-22-32-0044. - Fee owner is James H Speiser & Lois M Speiser. - Field survey was completed by E.G. Rud and Sons, Inc. on 2-10-16 - Bearings shown are on Anoka County datum. - Wetland shown was delineated by Jacobson Environmental, PLLC, April 8 13th & 14th, 2016. Area A delineated May 9th, 2016. $ - Property falls within 2 FEMA Flood Zones: Zone AE, an area of 100yr flooding, base flood elevation of 887.0 and Zone C, an area of minimal a flooding. - Tree Inventory by Jacobson Environmental, Pllc. Dated Feb. 3, 2016. Tele: 612-802-6619. - Boundary area of the surveyed premises: 30.47 Acres. - Survey is based upon Title Commitment File No. 533574 prepared by Land Title, Inc. issuing agents of First American Title Insurance Company, dated February 15, 2016. DEVELOPMENT DATA TOTAL BOUNDARY AREA = 1,327,412 S.F. (30.47 ACRES) TOTAL UPLAND AREA = 734,895 S.F. (16.87 ACRES) [55.4%] TOTAL WETLAND AREA = 592,517 S.F. (13.60 ACRES) [44.6%] TOTAL PROPOSED R/W AREA = 134,321 S.F. (3.08 ACRES) [10.1 %] PROPOSED SINGLE FAMILY LOTS = 35 LOTS SINGLE FAMILY LOT AREA = 488,707 S.F. (11.22 ACRES) [36.8%] PROPOSED OUTLOTS = 6 (OUTLOTS A, B, C AND E TO BE DEEDED TO THE CITY) TOTAL OUTLOT AREA = 704,385 S.F. (16.17 ACRES) [53.1 %] AVERAGE LOT SIZE = 13,963 S.F. (0.32 ACRES) DENSITY = 1.15 LOTS PER ACRE TOTAL AREA WETLANDS AND CONSERVATION EASEMENT = 697,045 S.F. (16.00 ACRES) [52.5%] NET DENSITY = 2.42 LOTS PER ACRE I r i I ---------------- LOT STANDARDS 1 I r I I i II I I I I - I MINIMUM LOT WIDTH 80 FT; 100 CORNER 1 MINIMUM LOT DEPTH 135 FT; 145 DOUBLE FRONTAGE I MINIMUM LOT SIZE 10,800 S.F. 1 I I I \\ L�K Egro 50 FOOT AVERAGE WETLAND BUFFER c 495 I-H Sf \ I I I \ I I \ BUILDING SETBACKS. i i FRONT YARD SETBACK 30 FEET ;'-I\ REAR YARD SETBACK 30 FEET S.F. SIDE YARD GARAGE SETBACK 5 FEET I I i SIDE YARD HOUSE SETBACK 10 FEET II OHWL OF 883.1 = 150 FEET \_4; \ \ DRAINAGE AND UTILITY EASEMENT NOTE iJ OY Li L_ I I ♦\1 I I --_ 1 IN MI%11"RAY SPEI3R `� I1 1AaJw•�/B5 B�I_RCH ST-� I15ZZ n AMES N2SPEISERDk - `PIN No. MIG131 \ CAR OLL �31-�2p2B-Nn- I'/ U W l� AJMaae:L015JMB RGM SRT �11111 M \ L IB1�SSf I \ ..I111'rt• ��u1q] rim \\111 1 v I ,r__•\ iOawV `\\ II\ I/-898-----� I - 1 ' �G 1 1� -= �� I wet 30 I RI 897.62 II zi 7L `` Tv=89iseT I U ffiIXIP 1 89D.3]- - -�) -- 8UNP ' . VC 0 a�E SAN P- a �SB2°59 23' E ' - 8' VC 0 I N I I -- - 11 _I 88812 E`e�� _________________ J DROP-881. - 11 1 r ... 11.1 1 .r l l „�' >0' $AN. PVC > > > ® 1� SAH PVC �HY6 OHW OHW OHW OHW - _T -- - -------------_- s yy\L -' -2 1 ,L_`� , .: .♦::-`.�, II F-" U IN-1ii"� it1 I I \�_I ,,,III��, I, l- I ♦ Mi �i . I \/ I I 111 \ I II I I I I I I I\\\ \ I I I ,9n Professional Land Surveyors www.egrud.com 6,776 Lake Drive N E, Suite 110 Lino Lakes, MN 55014 Tel. (651) 361-8200 Fax (651) 361-8701 S;\rud\CAD\15pro j\15822\15822PP dwg 5/9/2016 5:25:52 PM CDT I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Registered Land Surveyor under the laws of the State of Minnesota. Drainage and utility easements to be dedicated a minimum of 5 feet on side lot lines and 10 feet adjacent to right of way and rear lot lines. Additional easements are shown over proposed utilities and drainage areas and were required to meet city standards. Drainage and utility easement areas as dedicated on "SPEICER ACRES" will either be maintained or added too. No vacation of easements is requested. DRAWN BY. JEN JOB NO: 15822PP DATE: 3104116 CHECK BY. dwo SCANNED ❑ 1 3110116 Rev. Lot lines JEN 2 5109116 City Submittal JEN 3 NO. DATE DESCRIPTION BY DANIEL W. OBERMILLER Date: 5-09-2016 License No. 25341 15822 P PRELIMINARY PLAT �ofP%o ST. CLAIR ESTATES --for-- St. Clair Land Company C/O Jamie Jensen 1517 Dawn Circle Arden Hills, MN 55112 BENCHMARK MNDOT STATION NAME: OTTER MNDT RESET ELEV. = 941.08 FEET (NAVD88) LOCAL BENCHMARK: TOP NUT HYDRANT HYDRANT LOCATED AT THE NW CORNER OF HOKAH DRIVE AND SIOUX LANE. ELEVATION IS 897.49 FEET (NAVD88). / E M E N T ,__,_\ �r 11 EAS qND �UF I SIpTEICER ACRES `�w R p q T O 883.31 r'. j8'36"W all, _)1 1, ,\II, �' 5r6Jy1 ,.0x 883.37 V� f ���,�. ... . �-....-........ ... w� ISEE SHEET VICINITY MAPS _ a I, 11 ..1� oy/-.1+,� I., �� W .. % PART OF SEC. 29, TWP. 31, RNG. 22 -- Im I 1 I10 C I o GROSS=12,011 S.F. I I I I, 1 0\ =1 F I I cw rn - ,� T , 11 s.. OUTLOT B - �_ 30,_ °° o I �90 0 0\\ NE 2 0 1. _ I \ __ N �� 140.2 I 3� _ --' . \\ - R - -� - 640,029 S.F. I . :.. a X o (0 : : `., 0 m1 - `%PROPOSED DRAINAGE . AND � do : cv w I _ 1 ' J Y rn C ; SB#8 �...... • \ T. f48.5 - - - - UTALLYOFAOUMEONT . B VER I N � = o 0 5..0899.8 '• \.......'• \ \ I. I i 1 M � m 0._.......I GROSS�12,880 S.F. ` \ 00 \ -I \ 8 \ I I° O NET 12,880 S 1P \ 9 \ 1`4 I \ � I I . °' � asass . o .......\ 'c,\. 900 s. o \ GR SS=11,552 S.F. I I. z Q) F FNDFP m I -PROPOSED AINAGE I \ \ 0.-11,552. S.F. I I N i _ O a o a � . w m AND :UTILITY EASEMENT-1\ `\ . °° I I / , >O o9 j� \ 886-------\_..Lz I , % I 11 o? �\I o \. �-% 1 PROP. SED DRAINAGE I I �; F �; / 0 163. 0 90 \� 1._Z AND U TY EASEMENT /moo' 0 I /• m / /� o�I I �,Yl' .' Q 40.5 -L�-O o1 -- _ e �) 0 m N J= z p I o r�� Mi \III. I =Q m 1 { m I lo; - SITE Y 6% N Z= ;2 _ I :'GROSS=14,623 S.F. I I o I o I 1''• I I I -� -884--- a11, M. m oo.. I "-NET=14,�3 S.F. m I I a' o . oo I o% I 1 S I c6 / z 1 r� 1 N. o 0 0 1` ROSS=11,047 S.F. M o 09 / E yrnikm ad NQ '\t I m1 I N c� U I 00 I; NET=11,Q47 S.F. I I -. .C.0 o .. vi I I I I I i I I\, Horne[smr Przxa z 3 -moo \ m I I I I i o� II `_ I \ P Birch S[ birch d O Q �- - - - - - - - - - - - LJno Lakes One Stop ri I EX:```� - ---- ---- - - - - - - SHED%I 174.9 7. I �` - _ M I N - - - - - - W ETA D # 1 ANOKA COUNTY MINN�SOTA o 06 0 o I � tiw I --- 30 c\I. I I 140 4 I / o Nz �Y ,. 0,1 I I I NORTH - M M W Q oz o 7 m /.... 30 (NO SCALE) N0�O Oz I% GROSS=14,099 S.F. m L6 / M o 6 # II I N i NN N �oQ� ao I NET�14,099 S.F. / I / / O 89569 W I1 .00 o LEGEND -N N�-L II ; GROSS=12,088 S.F. m I - ! G EXISTING PROPERTY DESCRIPTION N_D N EXISTING i / �./ 1 NET=12,088 S.F. I 1 • DENOTES IRON MONUMENT P y i/ Z z � GARAGE \\ I / I / �, I a I Lot 1, Block 1, S eiser Acres, Anoka Count Minnesota. c 3 -3 \ � I....... I / I I I. FOUND AS LABELED Boa ' I . _ _ I _ _ _ m _ � - - - - : - - - I j 0 DENOTES IRON MONUMENT SET, ZONING 1 I 11 11 II - 155.2 -.• 1� - rt - - - - - - - - I Wi MARKED RLS# 25341 o w Ex : : Z li "'."""'>"�• ••..•• I / 163.3 0 i1. DENOTES ANOKA COUNTY PROPOSED CE REQUESTED FOR 1 EXISTING' R 1 oQ o SE w SB •• /I N / I m . I I ! CAST IRON MONUMENT NO CHANGE: R-1; VARIAN N o _ ` . I 89" T' i / to / .1 1, I I LENGTH OF CUL-DE-SAC. N JY � o m Q I ❑ DENOTES CATCH BASIN NN&= W w Im v o / `° / ..o' 1 7 30.01 °D I 1 DENOTES STORM SEWER MANHOLE GROSS=14,054 S.F.o o GUIDING 1 �Q oo I GROSS=12,302 S.F. Iri / 30 0D .NET=14,054 S.F.�,°j � Q 0 � „ cn / / �_u ; < I NET=12,302 S:F. _-__ 30 / 1 / o ;I i OS DENOTES SANITARY SEWER MANHOLE . N��� a w I /� ................_ W 1 DENOTES HYDRANT I: N (9 1�I� 1.. I .PROPOSED WETLAND MANAGEMENT I tiYo EXISTING GUIDANCE: LOW DENSITY SEWERED RESIDENTIAL Z ° a U I (I� - - - - - - - 1 JI o - I CONSERVATION SfGN (TYP.) --1 = I�I 11 z 3 o �QJ DENOTES POWER POLE PROPOSED GUIDANCE: NO CHANGE a0 Q o;lo - ; 1 X 952.36 DENOTES EXISTING SPOT ELEVATION MUSA .----- - - - -or �} N ----- ---- 11, � .I.. 1 136.2 N ! - 18�.0 - DENOTES SIGN M - _ ' II Sw o - N ----- ------ ----- ----- `__ 1 m ,`" ❑T DENOTES TELEPHONE PEDESTAL PROPERTY IS IN THE MUSA DISTRICT. I / NI = - I Q.. 9 o S I I jl © DENOTES CABLE PEDESTAL N YO= L__ w . D I� GROSS=11,484 S.F. o GROSS=15,105 S. F, r , I o •V ; ❑F DENOTES FIBER OPTIC BOX NOTES - o o m I I m NET=15,105 S.F: V I o c\� �: 1 o ___ Z Oo I NET=11,484 S.F. � . oo M V)gd`° - � I� m 1 I °' r- I moo: Q 1 �./ 1 ❑E DENOTES ELECTRICAL BOX - g N�� ° Z m Site Address is Unassigned Birch Street, Lino Lakes, MN. Y-Z I I I I:i ^0 ,1 • 1 DENOTES GUY WIRE - Pin. No. 29-31-22-32-0044. �,� O .. IN,I L- J z I 1 ca CDGiO ,/ .. Z, `= z I 1 I L - '' J DENOTES STORM SEWER APRON - Fee owner is James H Speiser &Lois M Speiser. ao Q < - - - - - - - J - Field survey was completed by E.G. Rud and Sons, Inc. on M -- 1. _---- �__- DENOTES WET LAND I M 189.4 2-10-16 N --- o X x DENOTES FENCE I O • - - _!x $ND P3 I 135:.0 m I m e - Bearings shown are on Anoka County datum. O ' DENOTES EXISTING CONTOURS Wetland shown was delineated b Jacobson Environmental o Iv - \ w W ---- P o I � N I I SB#5 • � / , �o -_--_______ ---- -, DENOTES EXISTING LIDAR CONTOURS PLLC, April 13th & 14th, 2016.Area A delineated May 9th, i 2016. 3 Y L 1 o I 1 t o c\i 891: 31O �: - --- I NI0 ,Y, i < I GROSS=11,475 S.F. I O� I / DENOTES TREE LINE - NET=11,475 S.F. I oo Q GROSS=12,295 S.F. Property falls within 2 FEMA Flood Zones: Zone AE, an `� _ w 00 m > DENOTES EXISTING SANITARY SEWER 11 :. �o :11 Z z I H I m NET=10,810 S.F. T I . area of 100yr flooding, base flood elevation of 887.0 and NZ � '�" Y < � `I'I � I N 00 i >1 DENOTES EXISTING STORM SEWER Zone C, an area of minimal flooding. da y � � I I 1 L - ( I' ' I DENOTES EXISTING WATER MAIN - Tree Inventory by Jacobson Environmental, Pllc. Dated Feb. ze - -- -J (D: 4--------•- I W 3 _I_ _ 0 1 :1. o_ N _ _ _ _ _ _ _ _ _ 0'11 OHw DENOTES OVERHEAD WIRE 3, 2016. Tele: 612-802-6619. �0 Q <,I Ex. U o 135.0 o B# • F- T 135.0 ::1 °�° DENOTES CONCRETE SURFACE - Boundary area of the surveyed premises: 30.47 Acres. SHED � _ _ 0 g - �: - 896.26 : I � I \\�1, - Survey is based upon Title Commitment File No. 533574 i. �o - 0 `'�B#3 I (0 1 1 1 DENOTES BITUMINOUS SURFACE prepared by Land Title, Inc. issuing agents of First / 894.88m: m 20 L ___ =Zo w I 1 1 I. \ o\I 177 ^T DENOTES GRAVEL SURFACE American Title Insurance Company, dated February 15, 00 894.72 GROSS=11,996 SF. 41 N _N �' / ,FNDFP (/7 � . _ _ _ _ ,,_ Z Q --- o 1 0 NElF=10,810 S.E; '- ---=J 2016. N Zij < <`� o o I GROSS=10,800 S.F. o � I X 952.36 / ,Re NQ-= 11 w w NET=10,800 S.F. 00 �\ _ 92, DENOTES TREE ELEVATION & TREE NUMBER �� wz a�_ _ w Im i I �I'. PIN No. 17-119-22-14-0008 / \ DENOTES ADJACENT PARCEL OWNER INFORMATION Q) - I =Z0 A�- I I- W O o m: m I NL p Owner: City of X r1, N W�� Lill � 9 :, \ \ w .. J \\ Address: Unassigned (PER ANOKA COUNTY TAX INFORMATION) / ,, , ___ Z 3 2 - - - - - - - - - - - - - - - SB#2 DENOTES SOIL BORING BY ITCO ALLIED ao Q \" 1 - - - - - - - O ENGINEERING CO. (952) 840-7366. /,' - t II, I - v 135.0 I .. 143.8 T- - \ �Xo I � � 1 \ N ]N DENOTES PROPOSED UPLAND AREA TO BE �e 11 It o� " m I "' "' I 21 ` I I L---- COVERED BY CONSERVATION EASEMENT. -4D i 1--- ----- ---- - --- - ---- GROSS=12,305.. S.F. ` \\ V; L_ I L_ / \ ED ��� Na Y I 12 I o NET=11,682 S.F. 1 I AL WETLAND AREAS ARE TO BE COVE *,� /% ; . . o w rn I..`---.... o I o : BY CONSERVATION EASEMENT AS WELL, _� , N = GROSS=13;314 S.F. m I o0 `o ! _____-; -- / ; � BUT IS NOT SHADED. N : w '� I NET=113,314 S.F. / / I ` \ j 1' ,, sss. o \ '0" o rn I 1 �: , I NET= DENOTES WETLAND AREA AND 10 FOOT WETLAND SETA 341 _ as2.s3 /- 141.60 SETIP25341� 11 Nn 9 "' � N / ' I \ I 1 BUFFER SUBTRACTED FROM THE GROSS AREA °. W I / I� ------ - ii 23 E >7/2:85 Z. . F - S89 �8' Z ; -O I , Q ` [LO Q I / ', ------ --- 22 r\ I /\ /\ 1 / rn 03 �� FNDFP 90.4 25 Op3C / Io # /: �oJl N - H< I I I I Vl I �� (_� \\ \ / / ; SB 2 L/ L_ \/ \/ I \ I \ ' 0 O' 893.140 try .o <_ S \ ti /i /\' h. / / o GROSS=14,661 S.F. , 0 Y _j_ °' Z 898'............ rq N � o °j W ' �� / / ao NET=13,899 S.F. N/ "� I - \\li, �c P . �� ( \ /' 0 / �oJ�, . 1 0 _ I1/: i �O I / \ i / / / Z ' / ' , y,/ all. = 3 of Or; 1 / -; / \ 1\ \k i ', ��� ro --J ,> b 1 ; '0 :.\ i _- \ \Ci ♦ / 6 .. W N / �: fir I i Z 8 iv\ 8s8.46 /6JL' o) I^---- -------- ;' Q F 1 '/ / Z 3 L 1 J =NDFP o .l "'J c� ; "I ' .0-0 Q ----- - - - - - - - - ( ; I 11 ��,, N------------ --- I 197.7 O 1 O - --- ' -- 11 - nWOOD I /.` \ .. ----- -- o ! I 1111 11 M LL I 23 - 1 . I 11 I 11 0 J af : w ............ I :. , : \ _ , \ 'I i ill I i�OJ _ Z GROSS=14,282 S.F. / \ -- p, C all, I 11 1 M w a li \ NET=10,829 S/s� . / YP \\ ^ G i \,� 1 1 1 1 Y J 1' i � * O } X x / _ v ,, \ 11 O O \ I . I I I 1 NOW 2 3 :; : 1 Z / . O . 4 ` \ `` �( 11 0 3 \\ i1 I 1I 11 n ofQN ~i: (J\ I�' '• •• / CO.' \\ ^ P I1 V' I � i 1i W I ` I / \ ID P - 1 \\\\ I I I I I Z0Lo 899.53 . t 7:2. pr'li I / � /\ \\ � )'1 I \ I 1 i N avS' FNDIP9808 T'6. 4.4 FN IPA 0$ I d / M \ //� \` 11 \1 i i I a, -P O O / \\1 I \\\ I I Z 3 i_ � m ( I a o Q 1 U w - %3% \r ems, I - � �- 899.7 I Zi o .. EX.'.... 90 ► __I 1 11 I I iI I I I i I FND%NIP S8 58 O all, ; 3 I 1 O BLDG. z O �' - _ `I'/ OUTLOT B I ; 1 i I I 3 EXISTING a X, -i O I I /\ ! \ I 1 0 � � '• BUILDING r„ x ED r-.�-0 / /\ _ - I PROPOSED DRAINAGE AND / 2dress: N No. 29-31-22-32-0005 o�D $ II �`�o xll / -� I UTILITY EASEMENT OVER 11 ner. LUKE E LITTERIO 0 = ,I N w= o � 49'5 BIRCH ST I I 1' I d o m ALL OF OUTLOT BI '� 11 Q Q e r- I 1 O �•,� TI rr1 O I I \\I. 1'/ I / N J= 1� I 1 0 \ 1 i I 11 `� 1 , I r♦� � > OUTLOT \\ I --- 3 9 [, EXISTING .. (� til X, Iv r f?1- \ - 11 11 d' 6 � � 1 BUILDING "Qp.... B #�:.: o z? GROSS=16,632 S.F. ;' 1 N a I -\ -iD I PROPOSED DRAINAGE'•.A \ 1\ a %' 1' 1 z° '� I / N M om` I UTILITY EASEMENT OV #1 8 1 Q' I 1 j Z03 a ' �� - i �z ` I ALL OF OUT... C �•S .33\64.. \\\ RICE LAKE ) ,/ ,' 1 ; I y o I o :jam all, o I ow 00 Z r N 0 IOW N OU O V) IQ 0 Z 0,Z � N Q d..y z�8 z 3 -gyp d0Q . L0 0 0 0 1 _ M__ 1 N N N I M 1 rn N - dL Z a, ZC ao (O I i Um Qo, -- w \3 \ FLOOD ELEVATION = 887 FEET � EX. 8 9G. 9S \ �' / 1 1 .n;:I 11 ••• �., o \ PER FEMA FIRM MAP NO. 27003CO365E. ,% ; 88g oOf i ! I N FNDBUZZINDRIVE \ EX •. 889.02 �' ..o \\ EFFECTIVE DATE 12/16/15. ' 0In 0 I w C AIN LINK FENCE Q SETIP253- k \ 1 ,� , I 1 GA.. 1.56.7 N W I 1 U= ` � �� \ NAVD88 DATUM. ' 11 N a o I . I I I < _� I 786. / V �r .a e� \ �,P �)q�. = I;; ; I 1 0m EXISTING 1 x_ I: o\ S89°58'2cJ"G .,� �\ `� \\ OHWL = 883.1 �° /���CDCO "- w 0 i i Z GARAGE I AR 1' o \15 / '> �' I I <� /�� r ,< W I \ \ 100 YR HWL = 887.0 N I e `�� , OUTLOT 11 F m 1 Z • N % II <o I (yam Oj� �1 \`\ MINIMUM LOW FLOOR = 889.0 N�9 6�k� L, �? / ' c a I 00 C , ` 13 4,3 tJ ,, ,, �-;=- 1 GROSS=3,395 S.F. 11 /1 1' o Z 3 v ' I I > < / I �. - 20 EXISTING o �. Q 'p , a'R \\ 12 " 86.1 % 1 ( 1 I a o Q - > IJ_ .•GARAGE I Oss �(/` \ 887.66 23 ` 77.63 1 1 11 �1. � (' EXISTING 10 � / 0 \ FNDIP9235 891.7 i 1 - - 11 I 0 z j HOUSE ' SHED 6 A� � 1 0�O I \\ \ \\ 1 "0 0' - FfdD1�21NIP 1 I i I o- w , I �IM EX. \ \ m \ I CV pp O SHED EXISTING 6 - - - \ \ `-- -'11 ' O � < / � BUILDING 898 L.\- - \ \ \ , I �I.,t a w /' .' .j 1 I ® t 49 2 \ 59.5 ;I : �i 10 ; /_��'/��/ l , -I. \ 1 i 1.4� FENCE %/ eQ1, /'i ' iVI \ ' '.^.i _ W 887.75 I / It \\-- / �� .. - 9 \`'\� I 4 $96.55 AS89'S8'2. "F. et gt�_rL.7 , wet ''I SETIP25341 ---- a __ \ I _ _ ..... 1 \ 2 SPK ------ --- PIN PI¢-'�3-T1 22 32 0042-'"" •• \ I1. SET 1 49', r: JARON B HEATH & \ I `* / / � I/ I 1 \ KRISTINA A HEATH (n t I I I _ -------- I '11 - T - -i 11 LO ill 1 U - 11 4 /EXISTING \ - ill _- < I �•- - I� <LL r� 1 /� ,9� I / HOUSE 3 i ,ram I /♦ /\ �_G A'__ 1 / \ I CV I U F< I I I I K I O I I 8`9-------- ----' , ' I- < I J--+-t- - K I I ' ' I-/ o 1�� L/ L_ ♦/ \/ I \ 1 0, all/ ------ U /` 1 i L� L� v ♦/ I ♦ 1 -5- O Ih : In LLJ l IN �a- 29-31-22--3-2�-GO4� / \ 0 3 ° Q Oj ------------- --- r� . I Owner: MARNt-KXY SPEISER 11 .... _ . ...... ..... 1 - < < h I_ -> o �� �.\ \`\ ____�______ ��, 1Ad �essy'485 BIRCH ST 1'I ', �� 3 I. I � Z O PIN No. 29-31-22-32-0046 PIN No. 29-31-',2-32-0003 f _29-31-22-32-00 �lQ `\\`\\ '\ 1 \ I I \ I I - Z Owner: JAMES H SPEISER & Owner: MICHAELSON CARROLL 12.-' Owner: ANOKA COUN OF \ 1I \ i 1 1 �I1I' I LOIS M SPEISER \ L & PHYLLIS Address: 473 BIRCH o ` I \ \ \\ I `/ I0 W LL Address: 453 BIRCH ST AdOress: 461 BI,RCH ST 11 i I 1 \9 11 1 1 I II Og0 R) \\ r - � \ • Ij o w I \\ I i:51 -------- \. - ; -T ' U N >- \1 I I / 1' J 11, • \� \\\\ \\\ \\1\\\\ \\\\\ \\ i' I III 'II ,I T = < 89 _ l o w c� 6 % 1 1 ? ' \ /- I I I ---- \\\\I \_'•j� I \\\\I 1\ I het \T 'il 11, ---- I' \\ \ , /I Ili I \.60 �I L_ ' 1 1 wet I I 'I 1 /" .I V T1 ' % 1 iV 1 I - r I - 30- 1 Rim=897.62------------/,c - I I ...... I r------- I tl a6890.37 1 -F �r : -- :} - 11 nv=890.87-- ---_ ' 3 -- -- -- - 894. \II :::::. ' I SFTIP 41 235 - -- ..... ... --- _ - I r ---- 1.----- ------------------- < < 8" SAN. �VC 0 45% T T j i .�. .�' SAN. PVC 0.Vq --�- _ _<-'" - < I <-------------------------------------- �96\I I I ' �- ,�89°5 123"E 116" WATER AIN '-- _ �e I o " ... I I I I I- I I I I I I -__-I I I �I -- < ^ < < :, . < < �` v 8" FARCEMAIN < o < < 49 < ------ 0 ----------------' ------------- --- >R70 T2- -_9 co-1 ' " i -- - - - - ' I Inv=888.12(E) 00., I DROP=881.06 / �° 8 -- - - -- IIj I% \I . \/ . / \ . 1 I . 1 '1 \I . I \ - ] i - - , I A A 1 I ♦ I / A / \ / \ 1 1 \ 1 -1- \ / r \ I / l I I -I- / \ r - \ A' / A \ / r \ I A -I- A I / \ /1„/I CD O /\ I\1I I K /\ I I I I I I\1 I Y Ff I I F� I- I I F- Q. 1/1/ /\ Y F, I /\ I I\I I I.... ""1 I.: y Y ' o L /-\ I \/ I\/-\ \/ \/ \/ I I I I\ I \/ I I I \/ I 4 r / \ I I L_ /-\ I Ln l..Y'% . I I F ................ n 1 > > > > > > - > n > �, J > __-------- ------(0 - _ \ 10" SAN. PVC 11- SAN. �VC > > - OHWTOR OHW OHW OHW OHW OHW F OHW OHW OHW OHW OH OHW� , I'--.�Rim=897.62 _____ T - I - -- 6 Inv=879.38 rl_1.1 . LIJ " . '-I -I I - I - I _7 ----- - \ \ \\\\\ I I1 I \\ I___ - �/ / \\\ `-, �'I '/' �`\ �� 1 /I 1 1 r- A I A A r\ ,\ A I 1 11 , "- /`I- A-\ , \\ 1\\\ ------�\ I \11 \I -T-- -J 1 1 I 1' I F-, F- I\I / \ I\1 1 I I I ,- �i / \ - - /\ /=� ♦ LA_ 1 1l, e, 1 1 r- A\, I A A I rl1 /\ A 1 1 '' ,\ I 1// II \ll, \\, '1'eao8 -L_ a I I ,1\/ 1 1 L- I V/ \ I Y L/ \/ /\ 1 I 11• 11 I I' 11 \\ I 1 \ -I I , i1 1 I ` 1I I I- I L- I\1 /_\ I\1 111 I I I /� I-1 ` \/ 1 1 L- 11Y / \ I Y LI/ \/ / I\ 1 \\\ I I 1'11 I - I hereby certify that this survey, plan I \ I i or report was prepared by me or under It, li, "nuu am bufflam Ir"on - my direct supervision and that I am EST.19n Professional Land Surveyors a duly Registered Land Surveyor under GRAPHIC SCALE the laws of the State of Minnesota. 6 776 Lake Drive N E Suite 110 50 25 50 00 Zaa I- I www.egrud.com�-,-(___- �MMIM 05�miiim � L n o Lakes M N 55014 DRAWN BY. JEN JOB NO: 15822PP DATE: 3104116 CHECK BY: dwo SCANNED ❑ 1 3109116 Rev. Lot lines JEN 2 5109116 City Submittal JEN 3 NO. DATE DESCRIPTION BY 1 DANIEL W. OBERMILLER ( IN FEET ) Tel. (651) 361-8200 Fax (651) 361-8701 Date: 5-09-2016 License No. 25341 1 inch = 50 ft. S4 S;\rud\CAD\15pro j\15822\15822PP dwg 5/9/2016 5:25:52 PM CDT 15822 P PRELIMINARY PLAT IEnUnn • DENOTES IRON MONUMENT FOUND AS LABELED �of� ST. CLAIR ESTATES --for-- St. Clair Land Company C/O Jamie Jensen 1517 Dawn Circle Arden Hills, MN 55112 GRAPHIC SCALE ( IN FEET ) 1 inch = 50 ft. ----------------- PIN No. 29-31-22-23-000-3 - -1 �61- Owner: ANOKA COUNTY OF - - Address: UNASSIGNED 883.11 FND1/21NIP --- ................ N�--DRA...I ..... ............................. AND7 .....------------------------------------------884---------- UTILITY E,�'SMENT ,--------------- f. ------------------------------------------- ...... : a . .. -------------------t-------1----------------------------------------------__ ... .. ___________________ PIN No. 29-31-22-23-0016 Owner: OLLILA DANIEL W & BONNIE L Address: 6680 HOKAH DR -- t_ '---E---------------------------- 200 #1 � � �wet . wet.` � We. 884 . - .45.97..-:... ...... wet 87°00'20"E 886 �\ wet NORTH O DENOTES IRON MONUMENT SET, MARKED RLS# 25341 DENOTES ANOKA COUNTY CAST IRON MONUMENT ❑ DENOTES CATCH BASIN O DENOTES STORM SEWER MANHOLE O DENOTES SANITARY SEWER MANHOLE DENOTES HYDRANT DENOTES POWER POLE x 952.36 DENOTES EXISTING SPOT ELEVATION -o- DENOTES SIGN ❑T DENOTES TELEPHONE PEDESTAL ❑c DENOTES CABLE PEDESTAL ❑F DENOTES FIBER OPTIC BOX ❑E DENOTES ELECTRICAL BOX DENOTES GUY WIRE DENOTES STORM SEWER APRON DENOTES WET LAND x x DENOTES FENCE ................................. DENOTES EXISTING CONTOURS ---------------------- DENOTES EXISTING LIDAR CONTOURS DENOTES TREE LINE > DENOTES EXISTING SANITARY SEWER » DENOTES EXISTING STORM SEWER DENOTES EXISTING WATER MAIN GHW DENOTES OVERHEAD WIRE DENOTES CONCRETE SURFACE r i DENOTES BITUMINOUS SURFACE _ DENOTES GRAVEL SURFACE L--------J X 952.36 DENOTES TREE ELEVATION & TREE NUMBER 921 PIN N 17 119 22 14 0008 +' Owner- City of x DENOTES ADJACENT PARCEL OWNER INFO. -- :` -- \ - •=-.. � 4 .. \ Address: Unassigned (PER ANOKA COUNTY TAX INFORMATION) __--- \ \ O SB#2 DENOTES SOIL BORING BY ITCO ALLIED ENGINEERING CO. (952) 840-7366. e J ose `O I I ------------ N 56�,5 3 � � O 89 .80 / w \92 DENOTES PROPOSED UPLAND AREA TO BE w \e� �P� ' .. °�� COVERED BY CONSERVATION EASEMENT. R-60 Y; OUTLOT A °se f�� ALL WETLAND AREAS ARE TO BE COVERED \---"----------- -_-_ / Z m GROSS=29,162 S.F. �. BY CONSERVATION EASEMENT AS WELL, PROPOSED DRAINAGE AND BUT IS NOT SHADED. UTILITY EASEMENT OVER 99 7s \ PIN No. 29-131-22,-23'oor7 '_ ALL OF OUTLOT A / eo \ O T� O° NET= Owner: WALSTIROM BREN6% K .. se o� sFT .. wet �0 DENOTES WETLAND AREA AND 10 FOOT I 1 Address: 6672 ROKAFJ DR',, \ \ Oyer ZOO WETLAND BUFFER SUBTRACTED FROM THE --_-_ / \ \ ��r p'f G . GROSS AREA I' 1 \II III II II ! Q �9 / / \ \ TJ ll I I-� / \e % `J EX. ` / use / �\ SHED i''•� /rL'\� / \ \ ` PIN No. 29-3V-22-23-=0018 EX. /tX \ \ \ Owner: KNILANS BRIAR'' C SHED w :. I I / ��' & PATRICIA 4 /-� e N :z:: i; 3 j I Address: 6664 HOKAH DR L_J ;; 00 :� I i I GROSS=30,280 S.F. / y/ I Y_ I I \ "- o m • � I i NET=30;280 S.F. 4 Y; mIap : Q 1 :'20 I / / GROSS=12,294 S.F. a IL I I I o / NET=12,294 S.F. I \ fs. nor ' I SB#14 \ ` SIB 16 / /o \ ' �.. 6 `X ' I 89382 899.66 \ \ /-, o I to 7- �I •d,\ \ GROSS#10,819 S.F. \ o 3075 i` m �; �� \ �'\ N�k=10,819 S.F. f. �o \ v ' /V\ ' / LLJ --� II --- P1N No. 29-31-22-23-0019 _ � I VI % Owner: KACIE L JOHNSON i' Q m :w Vi MATTHEW J SCHUGEL `-- w o Q-----------;---m=- / �� as I �' `- \ Address: 6656 HOKAH DR � y m I �� ; o: \ \ L GROSS=12,531 S.F. �\ \ 111(, I " ' 105.0 T 30 NET=12,531: S.F. sD1.g7. - e I I ...... FND1/21N1 I I 1 �j\ a 0� F I I g2�_ \ / / S N rt i I. i CDml 2 : I I I GROSS=10,834'',S.F.� I SIN No. 29-31-200 2-23-0020 N o NET=10,834 S.F. { Owner. JOHN M MACDONALD TRUSTEE Z I i - --- / TERRY A MACDONALD TRUSTEE Q: Addresss: 6648 HOKAH DR EX. I i �O , • SHED I \ \ GROSS=13,674 S.F. �,-- - - - - - - - J \\ NET=13,674 S.F. \ / CP CD 135:0 + \ o 890.530 Q CP Q S8#13 �� / / ------ 150.0 60 PIN No. 29-31-22-23-0021 p 898.96 ---------------- I ( co Owner: MORIS ROBERT A & BEVERLY M \ $5? 'I 6? Address: 6640 HOKAH DR 30. z Imo.-•'' O / IQ GROSS=14,850 S.F. o_ I \' / `� 8 I oW w: NET=14,850 S.F. c° O ' o ' ' °' w Add \ GROSS=16,513 S.F. II v --- Ex. �2G \�! NET=16,376 S.F. _ J w ---�---- ---- F GAR. �i 11 / ro ------ _ W BLDS 1 - / F94 ND18%21NIP CONCRETE DRIVEWAY Q 1 I CACD v ? 135.0 I LJ L_ GRAVEL DRIVEWAY-1 DRI\VE/ WA\Y/Zn I II LdzT-50 S O U X 165.00 89.4542.0Q0 43207.08 9�1 INC�S9II I X /'Z� NI AA : c< I Q I - (^ . �O O h EMPOR I I 0 8944�TA135.0 6.4 11NIP /o ✓FND2�Y F- ---30 I. 0 1: R=30 : m I GROSS=24,271 S.F. NET=22,71I5: S,F, -o, I�Rim=894.82 P 29 3 13 SHED I I 1�' t_ „ n � I I I w 29/-,o 0 O �00 1 I 9 ' No. 29-31-22-23-0002 ner: ANOKA COUNTY OF ress: UNASSIGNED I '-882--- �a. BLDSB I \ Inv=885.95 S) Owner: RAUCHBAUER MARK & DEADRA 1 �1j - I Address: 6630 HOKAH DR /� 1 _ East Top of 1 _........_ �`\ \70� Concrete = 886.54 - o• 2 : I o 0 (No Invert East) m GROSS=13,500 S.F. o / do O rn m NET=13,500 S.F. 4. ix �-f------------ 100.0 --------- 44 1 00 i. I_ _ m g�Dse 1 `FNDFS -1 m -- OSB 11 I --- -- --- ------------------ I _ 89 62 �, I: - I: I I - - - fl 11 o GROSS=23 700 S.F. \ I SHED i - ~ 135.0 o NET=21,893 S.F. / /-� PIN No. 29-31-22-23-0014 m N IGROSS=18,139 S.F. Owner: LUCKOW RANDY K & DEBBIE J w 1 2 m NET=17,906 S.F. oI / / , PROPOSED WETLAND MANAGEMEN rT I --- Address: 6622 HOKAH DR g GROSS=10,800 S.F.. v+e` wit m CONS R- 6TION SIGN TYP. ,--- Ex.. o Li II NET=10,80 SB 10 oo "'' RE \ ........... 60 P D 00 O # m R SED"17RPINAGE \ B \ --- SHE Q 1 ..g 895.27 I� AND�U �BLDSB ------ ---------- - L.. . _ L _ J -1 �a �3U [UTY EASEMENT - - - _ 1 `-J w PROPOSED DRAINAGE ° I ✓ i S $............ 0� 1 896. P :� ( ND UTILITY EASEMENTI-1 �, �L °Zg'02� F�.....,79.44'41>E ✓N6� I ��. i o------�, m ':��✓ _/ 5 59.03 /- ..WETLAND I `' �1 '.N - I� 136. `r EASF- ME� j mO 135.0 0 7 ro TILITY CRES � -- ------ I \.------------ .-----vQ-- c�i i D U C E R A X o ��� .�•r? II), GE AN F SPEI 1. �� ��`�S • -----D R A I N. A PER P L A T 0 _ / - PIN No. 29-31-22-23-0015 - I Z ° 'I I L 1 Owner: HOCHHALTER EVA T `Y' _ _ 'i Address: 6614 HOKAH DR O I I \\P 121.6 �R \ '9. !`33 ..&8 ri GROSS=11,475 S.F. AA,, LO I PROPOSED PON1 6 I L1J o0 I NET=11,475 S.F. •YI 00 �� I I MAINTENANCE ACOE \S I I o ! I I EASEMENT y0°. 8��" r N'7°08'36"W - I 895.97 J o 1•. '' �`>14 51 I FNDFP I m O I O _� 30 \ 6 \ I'I -i_ 00 12 00 {`... GROSS=11,098 S.F. NS9•�98� I I I o NET=110 98 F.�---+ I10, \4,R�� f I I �IL i=r I T 135.0 T I I I - \ m Im n 00PIN No. 29-31-22-'32-- - - i 17.0002jI I I �,✓ ' -i4 '. - - ----- --- --- Owner: TYLER R OGLE 00 Address: 6606 HOKAH DRS.F. -6�js 896:64 NET=11,559 S.F. ;0 •19 �V , L1J FND1/2131 Im I, � --- l01. I 892649*1 3 ay2� 30 0I 00 O GROSS=12,011 S.F. I N I all, I . I. o T=1 11 S.F. - 1 - - .- - = O 1 _ _- \ �m �90 UTLOT ~� 30 � I N I 0 01'I E 20 -- \F o iI 140.2 �I 3�_ "- �\ \\ - - - - - -� - 640,029 S.F. I \ Co O o co o NI `•.PROPOSED DRAINAGE. AND N w = �� 1 - - - - - - - TILIT EASEMENT OVER N Y rn mI SB#8 •••• • \ T` 1 �I U ALLYOFOUTLOT B O �. ` -- 48.5 i - m a.. j GROSSx12,880 S \ 00 \ �� \ 8, 1\ 1 o NET :12,880 S ...\ . LO 9 �\ �8. ;\ 14 1 N m Q O P \ I rn 0 GR SS=11,552 S.F. 89&65 m `s\ o \ -11 552. S.F. I I z° FNDFP o I -PROPOSED ALNAGE \ \ o. , N i --886----- _.. aAND :UTILITY EASEMENT O - o a Lzo it t. �'., I CO PROP SED DRAINAGE < / 0 163. O p AND U TY EASEMENT- 103� I 888.6 - - - - r i -� I O +'f INV+1 �' o= / I e 0 3 w I I �' o. 40.5 O o I, - I i� I --- I' I I QO O M O Q I m I Ln I�\ oII PiG_ Z= 0N GROSS=1:23 S.F. Co. '•NET=1423 S.F. 1 a' J'I o o1 o `ROSS=11,047 S.FI: °D C', a 00CD S.F. nr0 47 a- ll. BENCHMARK MNDOT STATION NAME: OTTER MNDT RESET ELEV. = 941.08 FEET (NAVD88) LOCAL BENCHMARK: TOP NUT HYDRANT HYDRANT LOCATED AT THE NW CORNER OF HOKAH DRIVE AND SIOUX LANE. ELEVATION IS 897.49 FEET (NAVD88). EST.1977 Professional Land Surveyors www.egi udxom 6 776 Lake Drive N E, Suite 110 Lino Lakes, MN 55014 Tel. (651) 361-8200 Fax (651) 361-8701 S \ aoA P \1T:�rc,jA1T:D%�\158%�F� dwc %,::-a �� CDT SEE SHEET S4 NOTES - Site Address is Unassigned Birch Street, Lino Lakes, MN. - Pin. No. 29-31-22-32-0044. - Fee owner is James H Speiser & Lois M Speiser. - Field survey was completed by E.G. Rud and Sons, Inc. on 2-10-16 - Bearings shown are on Anoka County datum. - Wetland shown was delineated by Jacobson Environmental, PLLC, April 13th & 14th, 2016. - Property falls within 2 FEMA Flood Zones: Zone AE, an area of 100yr flooding, base flood elevation of 887.0 and Zone C, an area of minimal flooding. - Tree Inventory by Jacobson Environmental, Pllc. Dated Feb. 3, 2016. Tele: 612-802-6619. Area A delineated May 9th, 2016. - Boundary area of the surveyed premises: 30.47 Acres. - Survey is based upon Title Commitment File No. 533574 prepared by Land Title, Inc. issuing agents of First American Title Insurance Company, dated February 15, 2016. I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Registered Land Surveyor under the laws of the State of Minnesota. DANI L W. OBERMILLER Date: 5-09-2016 License No. 25341 DRAWN BY. dwo JOB NO: 15822PP DATE: 3104116 CHECK BY: dwo SCANNED ❑ 1 3110116 Rev. Lot lines JEN 2 5109116 City Submittal JEN FNo.I DATE DESCRIPTION BY 15822 PP PRELIMINARY TREE INVENTORY AND TREE REMOVAL PLAN ST. CLAIR ESTATES --for-- St. Clair Land Company C/O Jamie Jensen 1517 Dawn Circle Arden Hills, MN 55112 X: x 898.,' 128 x $97.82 127 126 X W U z J z 8 U SEE SHEET S7 � V 9� X X 896.58 ••.•••x9�.02 x'896.25 1 x1899. 1. ••. 5:' 145 X'89 x 169$4:40 146 900.1 132 900 7 140 8 86 �`9� X a 1.4 .......... g� 1.5� 36x `9 4 x 14 148898.53 '. 0. 3139 ""_. 1 ... x 902.19 165 x 903.08 902 130 2 x .. x 1.4 x 899.09 129 1 4 1 1 1'2S 170 g x 90�3. 13 'x 897.93' x •: 159,73151 902 .... ............ x 188 .14 X90209 897.64. x 903.42 1.49 167 L 898.92: 153 6 x 902.7 163 X •.154.12 x1605.14 p 7 ■ 5 X' 39 03.48 03:82 1 903.40 Xx62 159 x 901.74 157 x gpp 161 156: 16p03.55 X g0a •75 . x 11.59 1 4X N U 9 J O U Z J Y W Z z U X W �r= Z V Q t/y O l.- 1 / / WOOD \ i /LL 0 Z x .66. X 1 X9090,27 8935.59 ... 1 119 00.•36•... :..�:Z . _.__ 8 .79 X x 0 8 X X 3 899.68X1t3ZV •'••, x 900.X: 2 . gg 124 i ..... 121 :`:.: LT :1892.96' 894.72 89 / x 19 �>t Z �i EX. 13 ' BLDG. ; 1 A I x I I I I 1 1 I 1 892.38 1 10 s x X 896.57 4 106 22 20 21 x O� I i EXISTING r ••.. A �-j{;�:: i BUILDING 900.03 ••.. BD' I 1 I 1 1 \ 1 1 1 \1 1 1. , C7 TTREE 0 _....•.(B Lp .. I. II I I I 1 all, x 885.67 / 43 88609 s68.9.' asXs:Z64 .3298696259 85.22x8 16.1524 x23. \ .. - .. as , x a- 14 x 86.08 8 .9 , 2 X 2 7. x 3 7. 88 >c8�86.17 t 888. 7 $8 .96 6• X 8 . 2 5 7 1 x'8085.42 �1 X 8 .7 7.3 88 .48 � I 00 1 \ OUTLOT Baaa'2'_ 2x}x8 x885.35 `� 3 X$ .4 9 X X1 9'3 I �` 886.01 887. 887139 x 198 8 .0 9977 94 185.50 -88., 190 86.74 _Im II I 8r 9.77 � -- ----887.26186 TREES I I iT \\O\�86 BE SAVED Al' 87.25 807.25WETLAND1 i1887.19 8TREE PRESERVATION AND MITIGATION STANDARDS - 5.1 s 00 1 i ENVIRONMENTALLY TREE LOCATION SENSITIVE AREA WITHIN BASE USE AREA TREE LOCATION NOT WITHIN BASIC USE AREA (ESA) CATEGORY DECIDUOUS TREES 6" DBH AND OVER OR EVERGREEN DECIDUOUS TREES 6-12" DBH OR EVERGREEN TREES DECIDUOUS TREES OVER 12" DBH OR EVER GREEN`'!I TREES BETWEEN 12'-20' BETWEEN 12-20' TALL TREES OVER 20' TALL TALL NON -ESA NO MITIGATION REQUIRED PROVIDE ONE TREE PER PROVIDE TWO TREES PER TREE REMOVED TREE REMOVED NATURAL RESOURCE PROVIDE ONE TREE PER PROVIDE TWO TREES PER PROVIDE THREE TREES PER PROTECTED AREA TWO TREES REMOVED TREE REMOVED TREE REMOVED NON -ESA WITHIN BUA: TREES REMOVED - 75 NON -ESA OUTSIDE BUA: TREES REMOVED 6-12" DBH, 12-20' TALL = 0 TREES REMOVED 12" DBH OR GREATER, OVER 20' TALL = 0 NATURAL RESOURCE PROTECTED AREA WITHIN BUA: TREES REMOVED = 29 NATURAL RESOURCE PROTECTED AREA OUTSIDE BUA: TREES REMOVED 6-12" DBH, 12-20' TALL = 0 TREES REMOVED 12" DBH OR ; - GREATER, OVER 20' TALL TOTAL TREES REMOVED II I\ 104 `I 1 I II I I OUTLOT B RICE LAKE FENCE �wef _- wet REPLACEMENT = 0 (1:1) REPLACEMENT = 0 (2:1) REPLACEMENT = 0 (1: 2) REPLACEMENT = 15 (2:1) REPLACEMENT = 0 (3: 1) REPLACEMENT = 0 TOTAL TREES REPLACED = 15 I --------- ----' ,997.86 EWET1-194 887.4� EW:1-193 887.09,' EWET1'-192 3 EWET1 EWET1-191 886.2" EWET' LYVL I I 885.67 EWET1- 886.22 EWET1-,,I 1 I 886.21 EWET1-1�6 I � EWET 3 886 EWE I -- Sa it EW 885. E4 EWEi1 i183 I 1 886.31 EWET1-182 886.51 EWET1-181 887.52 EWET1-180 / all, 8872 EWET1.2-179 887.77 EWET1-178 % 887.45 EWET1-177 887.48 1 EWET1-176 884 887.51 EWET1-200 ,888--- ' / ' 887:79 888.14 '6e8 EWET1-199 .EWET1-197.' T1 19 / 388�81 WET1-196 ' VICINITY MAP PART OF SEC. 29, TWP. 31, RNG. 22 gt 2 r J SITE Eady Childhood 01 HOnxMCMln Rrzza Lino Lakes One Stop r BI mh St h ANOKA COUNTY, MINNESOTA (NO SCALE) EXISTING PROPERTY DESCRIPTION Lot 1, Block 1, Speiser Acres, Anoka County, Minnesota. %TREE PRESERVATION LEGEND IMI OAK38 . I , 1 900.69 / i I As 5 ,EXISTING HOUSE �^I DENOTES PROPOSED GRADING LIMITS AND 900.43 IV P 1-71.V D 3 3 ; MAP 12 900.83 9 Ai -------- - --- ; '�' TREE REMOVAL LINE ELM8 - v 1 r. _ : (i(i( i` ELM, 3 0 ; , `,, \�-------------------------- 3 �' ' REPLACEMENT RATIO TI 0 I S 1 TREE E/ 2 DENOTES NATURAL RESOURCE PROTECTION WMC 89992 � ::.: `, . ` TREES REMOVED OAK30 900.64 �}i'2: _i:•.;: I MAPLE22 ` - -... DENOTES EXISTING CONTOURS 899 8\ PIN MAPE24 DENOTES EXISTING LIDAR CONTOURS • 899.&:i: '• �00.05 . l� %�- PIN :8:: AK34 X 899.54 �79�� _ g '-896 -- ---- i --_- DENOTES TREE CANOPY LINE ELM22 ----- O89 `53` �900.35 `, , �/ ` II'I ' ! DENOTES TREE NUMBER `SPRUCE8 e 1 1 X SP.'tC ,4 ----- 921 i I \`` wet �95;45 900.54 PINE13 \\`' N O RT H I°INEl2 -_ i I _ - ..... i i II i 3 1 � I I � I CO < ------------------------------------------------ <� .. < 116" WATER4AIN i o < < < < ^ 8 < < < < < ----------------- - - ------- .. 8 0 , 98 -_ 11 1 1 1 1 1 I hereby certify that this survey, plan s or report was prepared by me or under ....................... my direct supervision and that I am -- ---- a duly Registered Land Surveyor under GRAPHIC SCALE RENCNMARK NOTES the laws of the State of Minnesota. ao 0 25 So 100 zoo MNDOT STATION NAME: OTTER MNDT RESET - Site Address is Unassigned Birch Street, Lino Lakes, MN. ELEV. = 941.08 FEET (NAVD88) - Pin. No. 29-31-22-32-0044. DANIEL W. OBERMILLER LOCAL BENCHMARK: TOP NUT HYDRANT - Fee owner is James H Speiser & Lois M Speiser. ( IN FEET) HYDRANT LOCATED AT THE NW CORNER OF - Field survey was completed by E.G. Rud and Sons, Inc. on 2-10-16 Date: 5-09-2016 License No. 25341 1 inch = 50 ft. HOKAH DRIVE AND SIOUX LANE. ELEVATION IS - Bearings shown are on Anoka County datum. Wetland shown was delineated b Jacobson Environmental, PLLC, April 897.49 FEET (NAVD88). - y p Go BUD SONSp INCm 13th & 14th, 2016. Area A delineated May 9th, 2016. TREE REMOVAL NOTES - Property falls within 2 FEMA Flood Zones: Zone AE, an area of EST.1911 100yr flooding, base flood elevation of 887.0 and Zone C, an area of Professional Land Surveyors minimal flooding. City to determine species of trees to be - Tree Inventory by Jacobson Environmental, PLLC. Dated Feb. 3, 2016. www.egrud.com 6776 Lake Drive NE.. Suite 110 replaced. Tele: 612-802-6619. LL k MN 55014 - Tree re lacement size is to be 2" - Boundary area of the surveyed premises: 30.47 Acres. DRAWN BY: JEN JOB NO: 15822PP DATE: 3104116 CHECK BY. dwo SCANNED ❑ 1 5109116 City Submittal JEN 2 3 NO. DATE DESCRIPTION BY ino a es, p - Survey is based upon Title Commitment File No. 533574 prepared by Tel. (651) 361-8200 Fax (651) 361-8701 Land Title, Inc. issuing agents of First American Title Insurance S � S;\rud\CAD\15proj\15822\15822PPdwg 5/9/2016 5:25:52 PM CDT Company, dated February 15, 2016. 15822 F PRELIMINARY TREE INVENTORY AND TREE REMOVAL PLAN TREE PRESERYIITION LE6EN0 ofP%o ST. CLAIR ESTATES --for-- St. Clair Land Company C/O Jamie Jensen 1517 Dawn Circle Arden Hills, MN 55112 TREE INVENTORY BY JACOBSON ENVIRONMENTAL 2/3/16 Jaime Jensen Tree Survey Tree Species Codes February 2-3, 2016 1 CT=Cottonwood Tag# species dbh 0-9Cond #trunks SE=Siberian Elm 100 CT 41 6 4 BE=Box Elder 99 SE 31 3 1 WS=White Spruce 98 BE 19 3 10 QA=Quaking Aspen 95 SE 11 3 1 RP=Red Pine 92 SE 6 3 1 RO=Red Oak 94SE 10 3 1 BC=Black Cherry 93 SE 12 3 1 HB-=Hackberry DENOTES PROPOSED GRADING LIMITS AND TREE REMOVAL LINE DENOTES NATURAL RESOURCE PROTECTION WMC REPLACEMENT RATIO IS 1 TREE / 2 TREES REMOVED .................................DENOTES EXISTING CONTOURS _ --- -- DENOTES EXISTING LIDAR CONTOURS DENOTES TREE CANOPY LINE X DENOTES TREE NUMBER 921 NOTES - Site Address is Unassigned Birch Street, Lino Lakes, MN. - Pin. No. 29-31-22-32-0044. - Fee owner is James H Speiser & Lois M Speiser. - Field survey was completed by E.G. Rud and Sons, Inc. on 2-10-16 90WS 11 6 1 CB=Common Buckthorn / - - ---- Bearings shown are on Anoka County datum. 895E 10 3 1 BO=Bur oak - - Wetland shown was delineated by Jacobson Environmental, PLLC, April 13th & 88 SE 9 3 1 GA=Green Ash - -" '-' ' ' -' E I � � � D ............... #I... 87SE 7 4 1 \ - Property falls within 2 FEMA Flood Zones: Zone AE, an area of 100yr flooding, 86SE 10 4 1 v+e/wet base flood elevation of 887.0 and Zone C, an area of minimal flooding. ss ws 12 6 1 y Jacobson Environmental,PLLC Dated Feb 2016 Tele 84 BE 24 2 5------� ` s .os - , �1 I wet wet - - Tree Inventory b 83 SE 16 3 1 II wet 612 802 6619. as wet�� \ Boundary area of the surveyed premises: 30.47 Acres. s2 ws 10 6 1 I - We 4' 81 WS 13 6 1 t\ - Survey is based upon Title Commitment File No. 533574 prepared by Land Title, 80SE 13 3 1 / 8a6. g agents of First American Title Insurance Company, dated February ------ wet 79 SE 17 4 1 e 5 2016. 78 SE 16 3 1 8 : 77 SE 8 4 1 7SE 7 4 2 � M BENCHMARK 75 SE 18 3 1 72 SE 7 4 1................................... MNDOT STATION NAME OTTER MNDT 74CT 37 6 1� --A RESET ELEV. = 941.08 FEET (NAVD88) 96 QA 8 6 2 �a £ LOCAL BENCHMARK: TOP NUT HYDRANT 91CIA 8 6 2 ; rt HYDRANT LOCATED AT THE NW CORNER 97 QA 7 5 1 71 QA 6 6 1 OF HOKAH DRIVE AND SIOUX LANE. 70QA 8 5 1 ELEVATION IS 897.49 FEET (NAVD88). 69 QA 7 5 1 1 66 QA 7 5 1 ©' i 63 QA 8 5 1 �� t • 68 QA 8 5 1 89, O 1� 62 QA 8 5 1 Z pie/ Oy\ 65 BC 8 5 1 Y: 67 QA 9 4 1 Z 64 QA 9 3 1 c OUTLOT A 99 2.66 73 SE 19 5 1 c= 89 61 QA 9 5 60 QA 6 5 1 wet 00 59 SE 19 5 1 0 58 QA 10 5 1 G 57 QA 8 5 1 89 �J 56 QA 6 5 1 55 QA 9 6 1 EX. SHED 54 QA 8 5 1 CCC111JJ1 53 QA 8 6 1 X---x 52 QA 10 5 1 10qO 51 QA 7 5 1 EX. 50 QA 12 6 1 SHED W mr 49 QA 7 6 1 N : Z 48 QA 7 5 1 ;II w : Y f} w 47 QA 8 5 1 I; Z _ 46 A 8 5 1 rn' qP z Q I Obi : Q: x 896.42 \ 45 QA 11 5 1 ; ; co ob i 99. �L 44 QA 9 6 1 " e� 43 QA 6 5 1 42 QA 7 5 1 6 41 QA 8 6 1 -X -`x 1 5 -- 40BE 8 5 3 X 39 QA 8 5 1 r O. 38 QA 7 3 1 x 99 1 5 376E 9 5 1 36 QA 9 6 1 36 QA 6 5 1 34 QA 6 6 1 , CD f 33 BC 6 5 1 32 BE 8 5 1 31 BC 8 5 1 Q ° n 30 QA 7 5 1 29 QA 6 5 1 1 28 QA 7 5 1 x922.o f 27 QA 8 5 3 - 902.45 x x'6 17 I 26 QA 7 5 1 SFUREI2�NONUMBER/w- 02. 25 QA 7 5 1 24 QA 7 5 1 ice: 23 QA 6 5 1 W` a asa j 22 QA 7 5 1 > �' I •_ 8 21 BE 13 6 3 EX' ($X9 971.8a I awef SHED 20 QA 14 5 2 19 QA 14 5 1 0 18 QA 12 3 1 86 17 QA 9 3 1 0 / X 898 67 1 • 1385.2F 16 QA 9 4 1 g�'60 S4 x88%.33 1 . 15 RO 19 4 1 °; :` - 5 1 67 s 1 x 15.16 14 QA 8 5 1 Ld 1 13 QA 7 5 1 1 3 X 6.05 12 QA 6 5 1 - � 18 • g 11 QA 6 5 1 j O 6. 10 QA 7 5 1 ��I _ 643.ss 9 QA 9 5 1 EX. 1`;�� i 848.2 i . f66.20 67423 x x 8 QA 10 3 1 7 CB 7 6 9 I . 733.74 899 35 I g� 6 QA 7 5 1 5 QA 6 5 1 x 8930 2 - s3 .92 ■ 4 QA 6 5 1 \ 1 ■ x 35.67 884.61 X:. 60 3 3 QA 7 5 1 ♦\ 1 - 2 CA 6 5 1 \ / ■ 6 84.52 1 QA 7 5 1 I x 8 3 c / ■ x' 6.08 200 QA 13 5 1 ti ao: SIO U X 199 QA 7 5 1 / 198 QA 7 5 1 LA 1 �I E , ■ 197 QA 6 5 1 \ j ■ all, 10, - 196 RO 19 6 1 PINE:Z l/�: \ // 195 RO 17 6 2=MPORAR-* PINE8s: 194 QA 6 5 1 SHELTER PINE2� 193 QA 7 5 1 EX. \\ -- ■ 192 HB 7 6 1 SHED \\ `\��� ■ 191 QA 7 5 1 \\\ ``� \ ■ x 190 QA 12 5 3 189 CIA 10 5 1 \ 186 QA 10 5 1 \\ �� ■ m \J83.10 / 00 V. . 185 RO 6 6 1 \� 6 : �� % 184 BC 10 3 1 183 QA 7 5 1 Op 3 \ / 182 BE 8 5 2 181 QA 8 5 1 \ / _ / 180 QA 8 5 1 EX. x 897 1 0'••• \. / 179 QA 7 5 1 SHED x 897.43 // .\• / 78 178 QA 7 3 1 177 SE 13 5 1 � 176 SE 9 5 1 / *e\ P wef .\• Q / 5.87 A 175 QA 8 5 1 RE x Sr` 174 QA 9 5 2 EX. X 776' // 173 QA 7 5 1 SHED 76 s.s1 / / 3 6' 886.24 x 885.16 6.48x ,% aM 54 172 QA 7 5 1 ,� / \ 8 171 CIA 9 5 1 xs96.o /// x741.35 6.00 X 585.71 T L� A I V D # 1 \n/ 170 BE 16 4 5 72 51' so i �� `� `� / / r 885.57 / �} 169 SE 8 5 1 g / 'R61 465.98 1 co 168 BE 20 3 1 / ; M x 6.14,.: 4s / 00 167 SE 14 3 1 i/ / II x366.58 �/ 1 166 SE 6 4 1 i� /� : • 366.14x xR6.27 165 SE 7 3 1/// 6.29 x5.73 465.74 11 164SE 9 3 2 3 OQ 4$ x 1 163 BO 7 4 2 //� ^■ / &8 162 SE 7 3 1 / N 887.os t s X'1 \ 161 SE 10 3 1 // 8 8 $57.58� 160SE 7 3 2 159 SE 9 3 1 158SE 13 3 2 157 SE 7 3 1 156 SE 10 3 1 155 SE 10 3 1 154 SE 11 3 1 153 SE 6 3 1 152SE 9 3 2 151 SE 8 3 1 4 150 SE 6 3 1 149 SE 7 3 1 148 RP 11 5 1 147 SE 10 3 1 146 SE 10 3 1 145 SE 10 3 1 144 SE 12 3 1 143 RP 10 5 1 142 RP 11 5 1 141 RP 8 5 1 140 RP 8 5 1 139 RP 9 5 1 138 RP 13 5 1 137 RP 10 5 1 136 RP 8 5 1 135 RP 10 5 1 134 RP 13 5 2 133 BE 10 3 4 132 RP 9 5 1 131 SE 7 3 2 130 SE 17 3 1 129 SE 8 3 1 128 SE 27 3 1 127 SE 7 4 1 126 BE 6 4 1 1 125 GA 10 4 1 124 BE 18 3 2 123 RO 7 5 1 122 RO 16 3 3 121 RO 14 3 1 120 BE 12 3 2 119 SE 11 3 1 118 BE 7 3 1 117 BE 9 3 2 116 BE 12 3 1 115 BE 10 4 1 114 BE 7 4 1 113 BE 16 3 9 112 BE 10 4 1 / 88 7 35 r�' 8 V O ►/ I I I I I I I I II ,1 / x435.67 .306.09 ..9. 86..ggs 29 2g 7 86 / 86.29 xX '6.39 \ 86gg27 x6 X24 9 .2 x7185.22 86 1 X 88 0 14 886.08 X 20 8 .9 7. x 2 X 7. 88 .11 / X-8�86.17� 888. 7 .96 6. 8s 2 58 7X . . x 885.42 8 .7 10 1 X 7 1 a .48 del, �90 OUTLOT B6a8,2X.X8 X885.35` 3 XS .4 9 887 x x1987' 9 .3 I £ _ .ie 886.01 + 8 (o (o 9 x 896.58 14 4 x900. 2 ..• 1 1j9i a .a 11 30 x1319. 1. 0 1 X 899.4: 88 x $496 _ 900.1 132' 9 0.7 140 8 9.86 �`9 x 89 . 1`4 ........ 8 14 35 51 9 0 14 X 8466.53 900. 136 14�. '...x90.19 x903.08 -.137 x 1.4 gg 16 129 902 2 X... 1 `• ''. 170.09 1 4 1 b0.28 X 903. 'x 897.93 X 898.58 X 133 •'•.:x 5909.73y 51 ........... x1889 .14 R90 14 209 7.64 x167 .42 1.49 w Y 59 92:. z 1 02.7 a gg < x1961gg505.14 ••.• 4 .12 U 15 x 89�.82 x .39 W. 1602 48 x 901.74 03:82 903.40 159 t 16.1 9 3SS 157 x166r GRAPHIC SCALE 5; 0 2,5 5,0 10I0 200 SEE SHEET S6 ( IN FEET ) 1 inch = 50 ft. 111BE 10 4 1 EST.,9n 110 BC 14 4 1 professional Land Surveyors 109 BC 15 4 1 • • 108 BE 16 5 1 www•egrud.com 6 776 Lake Drive N E, Suite 110 106SE 8 3 1 Lino Lakes, MN 55014 105 CT 104 BE 26 3 1 Tel. (651) 361-8200 Fax (651) 361-8701 103 BE 12 4 1 S:\rud\CAD\15pro jA15822\15822PP,dwg 5/9/2016 5 25:C2 PM CDT X ' 94 X7 ss.so c? 11 1 1 I 11 S�8 0. g7 1 ' I I }GM 5.03 rt t NORTH \ 11 - - 190'74 IM 89.77 1 x llaa709 -rnr-r-C` TeN TREE REMOVAL NOTES City to determine quantity and species of trees to be replaced. Tree replacement size is to be 2". I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Registered Land Surveyor under the laws of the State of Minnesota. DRAWN BY. dwo I JOB NO: 15822PP I DATE: 3104116 CHECK BY. dwo ISCANNED ❑ 1 5109116 City Submittal JEN 2 3 NO. DATE DESCRIPTION BY DANIEL W. OBERMILLER Date: 5-09-2016 License No. 25341 15822 PF �.„ P{ . AQUA U 3 1 t c rr ryl ► 1 C. ! T+.. J ',t y fi' '�"' ?5: ► * i,ti •. '}LMER DR LJ - r ♦ F �r , r 'r.� 4 pt�s. �'" ram" ' ( � I • r�T �/-_-� 35E �,w O . r 5Y� �� ; ., :�,• � � � � � � � � � � � � � � + ear 0 o ` N�LSDR m �. - �. BI H 4 ' •INS 1 O _ 1 1 4` Q•``�`` BIR CH T ST — t.Lr S ` , 6_ r ■ ` ► ' f 1 I@QUNTR _ e �. ! .sY'... _ +- ..i - _ U) . W' _ i . a]L . 1 U 34 ► ♦ ASPS Q -.WHIT"/ o , w ;; �� e � U // ty IN Ui 1 a KARTH RD 49 0 �- AR YMEN ROwHEAD DR ` . �' � s r � x , R � • ' • . • _ LO Ho_,PINE T� a . ' s q.r HOLLY DR E �' .ter r -LINDEZ !. - J - l - ? - F • • yw'�. -. RED LU General Corridor -Wide Recommendations -Raised medians at signalized intersections 00 Jurn lanes at major intersections -0 P, 0-ai-i •- • • •• •- •corridoryy { Ilk crossings at signalized intersections -County-Limited landscaping/streetscaping -Access mod ification/el im i nation, as opportunities arise access/intersection• • guidelines used • new development r 1 �- U AD Aerial: FSA 200' I IL , SF � 4 it IL 40 L�-� -- �R `R' R R FR RR ►' ':, - - --- _ =4= - _ . _ - - f 406 q. Proposed Modification '�`�► #� Full Access Relocated ,10 r► r,}• w x Closed r#j r WAr i ~F - Y • - t EL t ®Potential Access Management Strategies CSAH 34 Corridor Study Lino Lakes, Anoka County, MN je Potential Future Roadways iORN RD . Ila k If PINE TRLdo ` " f� Aerial: FSA 20 c3 153 rN i'lifori ,®. k �JI 'IMP •ARE ''. � s . FEW ZEN iii.�iil�•Im"�`•r��� �p • • �•� i� �\ �P ... ♦ _ ������s:�!,1■ � e. � al'lllllllllllllllllllllll��.� ��1A► �. ����■��■■� �` �IIIIIIIIIIIIIIIIII�r1�. �'!��� v ssij.�.'..� �Iu b��w■�� —.r. �♦ 35W �`��` I�,■C�� ;s93i.•ii I ���rV!c��.� i _ Y J._ K✓1, V`M1��1 IF 54 ►lrZEE 'i�� ssr�,� • •o ]ram I.Om��..;� ����`�� ti g ✓ �r+ s yI�yyppaRo♦ 1 Amelia C . `� � 111 . - ;I� •ter ` ' ° �.'• �. �Y�I�����Ili6. �` �� ' •e' '�. ■ay+ 4 Ili t �� �` . ^i�ruu��Fs+rl►o\ �I �TIiJ .' �� �. "� � LYE ��� •� ��, __ . e _ .• • ��,,_ STAFF ORIGINATOR: P & Z MEETING DATE: REQUEST: CASE NUMBER: APPLICANTS: OWNERS: REVIEW SCHEDULE: PLANNING & ZONING BOARD AGENDA ITEM 5B Kendra Lindahl, Landform June 8, 2016 PUBLIC HEARING for PUD Development Stage Plan and Preliminary Plat and Ordinance Text Amendment PD20106-002, PP2016-003 and TA2016-001 D.R. Horton, Inc. — Minnesota 20860 Kenbridge Ct. Lakeville, MN 55044 Lino Lakes EDA Complete Application Date: May 9, 2016 Environmental Board Meeting: May 25, 2016 EDAC Meeting: June 2, 2016 Park Board Meeting: June 6, 2106 P & Z Board Meeting: June 8, 2016 City Council Work Session July 5, 2016 City Council Meeting: July 11, 2016 60-Day Review Date: July 8, 2016 60-Day Extension: September 6, 2016 BACKGROUND The applicant has submitted a land use application for PUD Development Stage/Preliminary Plat review and a text amendment for the "Lino Lakes Town Center Design & Development Guide". The proposed development is a 112 unit attached townhome project on 11.2 acres in the Town Center (Outlots B and C of the Village No. 3). The proposed project is called "Woods Edge". The property is guided Mixed Use and is part of the Town Center, which is planned for a mix of residential, retail, and office uses. The site is zoned PUD (Planned Unit Development) and the zoning standards are established by the Town Center Design & Development Guide PUD, which was approved on March 22, 2004. The guide includes a land use plan and this site is the bulk of the planned residential area. ANALYSIS We have reviewed the application for consistency with the Comprehensive Plan, Lino Lakes Town Center Design & Development Guide, Zoning Ordinance, Subdivision Ordinance and City Code requirements, as well as City policies. Existing Conditions The subject parcels are vacant and are part of the Town Center project. The surrounding streets (Town Center Parkway, Village Drive and Woods Edge Boulevard) were previously constructed. On -street parking, sidewalks, street lighting, utilities and landscaping exist adjacent to the property. The site has been rough graded and there are no significant trees on site. There are existing stormwater ponds in the north and southeast corners of Outlot B. There is wetland located to the east of the site. There is a 10-foot wide trail easement in the southwest portion of Outlot B for the existing trail that connects from Village Drive south to the Anoka County property. An existing 28-foot wide easement is in the northwest portion of Outlot B and provides shared access to the Lino Lakes Assisted Living and will provide future access to the townhomes. There is a 20-foot wide drainage and utility easement for watermain running generally north - south through the townhome block. EAW In 2004, an Environmental Assessment Worksheet (EAW) was completed for the 65-acre Legacy project. The project evaluated the potential for significant environmental impacts and identified mitigation strategies for any potential impacts. The proposed project is consistent with the master plan and the EAW. Land Use and Density The property is guided Mixed Use and zoned PUD as part of the Town Center master plan. The density is 10 units per acre (112 units on 11.2 acres). This is consistent with the Town Center standards, which require a minimum of 10 units per acre and a maximum of 24 units per acre. Streets/Access The public streets that will provide access to the site were previously constructed and will provide the primary access to the site. New private streets will be constructed to provide internal access and they will be owned and maintained by the homeowners association (HOA). These private drives are currently shown as 26-feet wide (back-to-back). This is consistent with City standards. 2 There is an existing private drive that serves the senior housing project to the north. A new private street connection to this private drive is proposed. The applicant should work with the adjacent landowner to ensure that the easements are in place to address access and maintenance for both sites. Sanitary Sewer Sanitary sewer was constructed with the public streets in 2006 and provided 63 sewer services. The sewer connections will be adjusted as needed and new connections added to service the 112 homes. City engineering staff has reviewed the plans and indicated that the existing lift station can accommodate 90 proposed units and the remaining 22 units will gravity flow to the west. The applicant will need to comply with the city engineer's conditions. Water Supply The trunk water mains and connects were constructed in the streets in 2006 and across the site to serve adjacent properties. As part of this project, the developer will add additional connections to serve the 112 units, relocate and add hydrants as needed. The applicant will need to comply with the city engineer's comments. Stormwater Management There are two existing stormwater ponds on Outlot B (one on the north and one on the south), that were constructed as part of earlier phases of the Town Center project. The proposal has slightly less impervious surface coverage than the original proposal that the ponds were designed to accommodate. However, the stormwater rules have changed since the project was originally approved and the applicant is now proposing to add infiltration areas adjacent to these existing ponds to provide additional required volume and rate control. The applicant must comply with all city engineering requirements. Wetlands There is one existing wetland on the adjacent City parcel (Outlot C, The Village No. 3) to the east. The Rice Creek Watershed District (RCWD) is the Local Governmental Authority (LGU) for the Wetland Conservation Act and they are reviewing the wetland delineation report. The applicant will need to comply all conditions from the RCWD. Landscaping/Tree Preservation There are no significant trees on site. Existing boulevard trees are in place along the Town Center Parkway. The developer states that these existing trees will be maintained in their current location where feasible. No other existing trees are located on the property. The landscape plan shows 154 new trees and 186 shrubs where 90 trees and 186 shrubs are required. They are also showing an additional 1,426 foundation planting shrubs on site. This exceeds the ordinance requirements. The Environmental Board reviewed this item at their May 3 25th meeting and provided a number of comments many of which related to the proposed species. The applicant must work with City staff to address these comments and finalize the landscape plan prior to the final plat/PUD final plan submittal. The plans show air conditioning units in the front yards. Staff has been working with the applicant to move the units to the rear yard, but they have indicated they cannot move it to the rear yard. In order to comply with the Zoning Ordinance standards in Section 1007.043, all mechanical equipment must be screened from view from adjacent streets, public rights of way and adjacent properties. The applicant must revise the plans and should provide revised renderings to show compliance with these screening requirements. The plans show a 6-foot wide landscape area between driveways in the rear yard. The plans show a tree and rock mulch. We recommend that the rock mulch be removed and replaced with turf or landscaping and wood mulch. Architecture The applicant is proposing a mix of 4-8 unit buildings. The buildings all provide access via new private streets and have front porches facing the existing public streets (Town Center Parkway, Village Drive and Woods Edge Boulevard). All of the townhomes will be part of a homeowners association (HOA) that will be responsible for maintenance of the common areas, including the private streets. The HOA will provide snow removal and landscape maintenance for the individual lots and the common areas. The Section 4.3 of the Guide provides minimum building frontage standards and the applicant has met these standards: 1. Where build -to lines govern, entries must face the street. Seventy (70) percent of the block length must have building fronts, parks or plaza within the required setback area. 2. Where build -to lines are shown on the Regulating Plan, buildings shall face the street and shall occupy a minimum percentage of each block's linear street (at least 50 percent or 70 percent), as noted in the Regulating Plan, within the required setback area. 3. Buildings shall be sited a minimum of S feet and a maximum of 1 S feet from the public right-of-way. The standards require building articulation on both the roof lines and front/rear elevations. The elevations show a 2 foot shift for every 2 units. The grading plan shows elevation changes of 1 foot in most of the buildings, which will result in a one foot roof line articulation within the buildings. Staff finds that this is generally consistent with the standards. Two -car garages in each unit provides the required parking for each townhome unit. This meets Code requirements. Additionally, the plans show 47 on street parking stalls on the public streets and 10 guest parking stalls internal to the project. The applicant has worked to comply with many of the PUD standards, but is requesting M flexibility from several of the standards. Specifically: 1. Section 4.2 of the Guide states that "Within each Residential District, a minimum of two housing models and architectural treatments is required as follows: Facade Treatment. At least two (2) unique architectural treatments for each housing model are required. The architectural treatments must differ in each of three categories: a) facade color, roof color, or siding material; b) window pattern and trim detail; and c) porch, entryway, or balcony detailing. Identical buildings shall not be adjacent to or across the street from each other." The applicant is proposing only building type. This does not comply with the intent of the Town Center standards. However, we believe that a variety of distinct color palettes could offset the single design. The applicant has provided 5 color palettes that they are proposing for this development. If the developer provided more variety in the color palette, we believe the amendment to allow only one home type could be supported. 2. Section 4.3 of the Guide requires all units to have porches, stoops or other entry features to provide a transition zone between the private homes space and the public street space. "All porches must have a minimum depth of 6 feet clear. A porch must make up a minimum of 30 percent of the width of a building's primary front facade, or 10 feet clear, whichever is larger". The applicant is proposing 4 x 8 porches and requesting flexibility from these standards. The porches do cover 36% of the front building facade, but staff has concerns that the proposed porches are not usable with such a shallow depth. Front porches have privacy walls between the front porches on adjacent units. While the guide does not specifically prohibit these privacy walls, it does not seem to be consistent with intent of the Town Center guidelines which anticipate these front porches as a transition zoned and provides "eyes on the street". Staff recommends that the 8 foot width be allowed, but the depth increased to 6 feet. The Commission should provide direction. 3. Section 4.4 provides architectural standards and requires: Recesses. Windows and doors must be recessed at least two inches from walls or exterior trim to create a shadow line for visual interest. The applicant is requesting flexibility from these requirements. 4. Section 4.4 also requires that the ` front facade of all residential buildings must be articulated with porches, bay windows, or balconies that face the adjacent street, park, or open space. No wall shall have a blank, uninterrupted appearance exceeding 20 feet in width without a window, recessed panel, lattice, trellis, change in texture or plan, or equivalent treatment. To insure visual interest and appropriate scale, windows, doors and eaves must have reveals and recesses." The applicant has not specifically requested flexibility from this standard, but staff believes that the proposed side street frontages do not meet the intent of this standard. Staff recommends that a different material be provided on the street side, such as shake or board and batten in lieu of the proposed lap siding `B" on those elevations. The applicant 5 has indicated a willingness make this change. Final elevations must be provided for city review and approval with the final plans. 5. Section 4.4 also requires: "Materials. New buildings shall support regional traditions and maintain a level of craft in the process of construction. Exterior finishes shall be primarily of wood, brick, stone or stucco. Vinyl, aluminum and metal siding are prohibited Application. To avoid an "applied" look, material changes must not occur at external corners, but may occur at "reverse" or interior corners or as a "return" at least 6 feet from external corners. Scored plywood (such as "T 1-11 ') must not be permitted. Side Elevations at Corner Lots. The street -side elevation of any residence located at a street corner or siding onto open space or publicly -accessible commons must have the same materials, finishes and level of detail as the front elevation, with multiple windows. Additional Architecture Features. The following features are encouraged: • Rooftop patios and gardens on flat roofed attached unit buildings. • Corner balconies on street facing facades and multi -level buildings to encourage container gardens and planters. " The applicant is proposing vinyl siding for the lap siding, board and batten and shakes. The applicant argues that the quality of vinyl siding has improved dramatically since the plan was originally drafted in 2004, vinyl allows them to keep the homes more affordable and vinyl is easier for HOA maintenance. They ask that the City consider amending the standards to allow vinyl. The Commission should make a recommendation on the materials. 6. Setbacks. The standards establish a front yard setback minimum of 10 feet and maximum of 15 feet for primary and secondary street frontages. The primary frontage of the buildings comply with these standards, but secondary frontage on Lots 3 and 27, Block 3 exceeds these setbacks. There are existing utility easement adjacent to Lot 27 that make compliance difficult. While Lot 3 could be shifted north, it would increase the space between buildings on the block. Staff finds that with improved architecture on the secondary front, the impact of the increased setback could be mitigated. The 5 foot side yard setback on each side of the building and 15-foot rear yard setback is met. 7. Section 5 allows only project identity signs adjacent to Lake Drive. Single user signs are prohibited. The applicant is proposing an entry feature at the corner of Town Center Parkway and Village Drive. This common space is heavily landscaped with sidewalks. The applicant indicates that they would benches or other amenities and would like to define the street edge with a decorative wrought iron and stone/brick fence similar to others in the development. They would like to add the development name to this feature. Preliminary Plat All homes will be platted on individual lots surrounded by common areas. The proposed Outlots 2 A and B include the private drives common open space. These parcels will be owned and maintained by the HOA. Outlot C will include stormwater ponds, infiltration areas and wetland buffers. The applicant is proposing that this outlot be deeded to the City but, prior to final plat submittal, the City and the applicant should work together to determine whether the City has an interest in owning the property rather simply obtaining an easement. The applicant has indicated that the project will likely be built in 2 phases. A phasing plan will be submitted for City review and approval prior to the final plat approval. Park Dedication Park dedication shall be cash in lieu of land at $2,500 per unit ($280,000 total for 112 units). Additionally, the City is working with Anoka County Parks to development a playground south of Outlot C. Ordinance Amendment As noted in the staff report, there are several areas where the applicant is proposing to amend the Lino Lakes Town Center Design & Development Guide standards. The Town Center PUD was approved by Ordinance 04-04 and any change to the design standards will require an amendment to the PUD. In summary, the applicant is requesting the following amendments: 1. To allow only one building type in the development. 2. To allow 4' x 8' porches where 6' x 10' porches are required. 3. To allow street -facing facades with less than 25% window area. 4. To eliminate the requirement that windows and doors must be recessed at least two inches from walls or exterior trim to create a shadow line for visual interest. 5. To allow vinyl siding. 6. To eliminate the maximum 15 foot secondary street frontages requirement. 7. To allow a single user sign with the development name in the common area. Findings of Fact The following are Findings of Fact as related to the land use decisions for the PUD Development Stage Plan/Preliminary Plat and text amendment. Per Section 1007.024(1) Purpose and Intent, the PUD, by allowing deviation from the strict provisions of this Ordinance related to setbacks, heights, lot area, width and depths, yards, etc., 7 by conditional use permit or a mixture of uses by rezoning to a PUD District, is intended to encourage: 1. A development pattern in harmony with the objectives of the Comprehensive Plan. The residential development is consistent with the goals and policies of the comprehensive plan which anticipated development of this residential block as part of the mixed use Lino Lakes Town Center. Woods Edge is consistent with land and density requirements and provides market driven housing products that support life -cycle housing. 2. Innovations in development that address growing demands for all styles of economic expansion, greater variety in type, design, architectural standards, and siting of structures through the conservation and more efficient use of land in such developments. The project site was planned as the residential neighborhood block with the mixed use Town Center. The development will add urban townhomes in this planned development. This master planned community offers housing options not available nowhere else in the community. 3. The preservation and enhancement of desirable site characteristics such as existing vegetation, natural topography and geologic features and the prevention of soil erosion. The site has limited natural desirable site characteristics. The site has been mass graded and has no significant tree stands. The storm water management system that was previously constructed will be upgraded and will incorporate additional improvements to meet current standards. 4. A creative use of land and related physical development which allows a phased and orderly transition of varying land uses in close proximity to each other. The master planned Town Center anticipated a mix of residential, commercial, office and public uses. This project will allow development of the residential block. S. An efficient use of land resulting in smaller networks of utilities and streets thereby lowering development costs and public investments. The residential development will use existing streets and trunk utilities, which will reduce the development costs and required public investments. 6. Promotion of a desirable and creative environment that might be prevented through the strict application of City zoning and subdivision regulations. The purpose of the Town Center PUD was to create a mixed use development that could not otherwise have been constructed under the standard zoning and subdivision regulations. The text amendment to modify the Lino Lakes Town Center Design and Development Guide must comply with the standards in Section 1007.015 of the Zoning Ordinance: 1. The proposed action has been considered in relation to the specific policies and provisions of and has been found to be consistent with the official City Comprehensive Plan. The text amendment would allow some modification of the 2004 standards while maintaining consistency with the spirit of the standards. 2. The proposed use compatible with present and future land uses of the area and the Town Center Master Site Plan. 3. The proposed use is consistent with purpose and intent of the performance standards established by the district. 4. The proposed use can be accommodated with existing public services and will not overburden the City's service capacity. The public streets and utilities were previously constructed and no new public streets are required. 5. Traffic generation by the proposed use is within capabilities of streets serving the property. RECOMMENDATION Staff recommends approval of the Woods Edge PUD Development Stage Plan/Preliminary Plat and Text Amendment subject to the following conditions: 1. The applicant shall address all comments in the WSB Plan Review Letter dated June 2, 2016. 2. The applicant shall address all comments in the May 25, 2016 Environment Board Staff Report addressed. 3. Rice Creek Watershed District (RCWD) must approve the wetland delineation and the applicant must comply with all conditions. 4. The plans shall provide a minimum private street width of 26 feet back to back. 5. Trail corridors shall be a minimum of 20 feet wide. The trail easement in Outlot C should be revised. 6. Driveways shall be a minimum of 22 feet long. 7. Air conditioning units and other mechanical equipment must be screened from adjacent streets. The applicant shall provide additional information to show compliance. 8. Setbacks a. Primary front yard setbacks shall be a minimum of 10 feet and a maximum of 15 feet. b. Secondary side yard setbacks shall be a minimum of 30 feet. c. Internal side yard setbacks shall be a minimum of 5 feet. d. Rear yard setbacks shall be a minimum of 15 feet 9. Architecture. The plans should be revised to address the following: 9 a. Provide a minimum porch depth of 6 feet. The change to allow an 8-foot width is acceptable. b. Eliminate the privacy screen on the front porch c. Ensure that building elevations on secondary fronts are upgraded to include two different styles of siding (lap, shake or board and batten). The upgraded secondary front should be provided on the following lots: i. Lots 8 and 27, Block 3 ii. Lots 7 and 8, Block 1 iii. Lots 16 and 17, Block 1. In this location, the developer could provide a more robust landscape plan between the units and the upgraded secondary side elevation could be waived. The final design shall be submitted with final plat. d. The applicant is proposing only one building type. A more diverse color palette should be provided to offset the monotony. e. Detailed house architectural plans, color renderings and material palette shall be submitted for city review and approval. 10. Homeowner Association documents shall be required with PUD Final Plan/Final Plat. 11. The access easement between Outlot C and the property to the north should be reviewed to ensure that maintenance is addressed. A copy of the agreement should be provided. 12. Park dedication shall be cash in lieu of land for 112 units. 13. The landscape plan shall be revised to replace the rock mulch between driveways with turf or a mix of landscaping and wood mulch. 14. Support the PUD amendments, except as otherwise noted above for porch depth. ATTACHMENTS 1. City Engineer Memo dated June 2, 2016 2. MnDOT letter dated May 26, 2016 3. Zoning Map 4. Future Land Use Map 5. Applicant Narrative dated May 9, 2016 6. Proposed Townhome Rendering received May 20, 2016 7. Proposed Townhome House Plans received May 13, 2016 (Sheets 1.0-5.0) 8. PUD and Plat Drawings received May 13, 2016 (sheets 1-9) 9. Revised PUD and Plat drawing received on June 2, 2016 10. Revised Elevations (sheet 1.0) received on June 2, 2016 11. Color sheets received on June 2, 2016 10 A WSB 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: June 2, 2016 Re: Woods Edge Plan Review WSB Project No. 2988-190 We have reviewed the Preliminary Plat documents submitted on May 10, 2016 for Woods Edge, Lino Lakes, MN prepared by Westwood. 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 is to submit a Stormwater Pollution Prevention Plan. Erosion control notes need to be added pertaining to the following: • Detailed precautions to be taken around infiltration basin during construction to prevent machinery from damaging the basin. • Catch basin inlet protection • Erosion control inspection schedule and contact person • Area restoration • Stormwater basin construction sequencing • Immediate re -vegetation of exposed slopes after grading is complete • Final maintenance procedure to clean storm sewer once the project is complete • Schedule to remove silt fence • Erosion control plan for stock -piled materials 2. Describe the house type used (SOG) in your typical lot detail. Include minimum basement floor elevation. I Ms. Katie Larsen June 2, 2016 Page 2 3. Show top and bottom elevations of the retaining wall in Block 5. Retaining walls greater than 4.0 feet in height have to be designed and certified by a licensed professional engineer. 4. The following lots do not meet the 1.0 foot freeboard requirement from the adjacent 900.0 EOF; Lots 28-30 Block 3 5. The front of the following lots do not meet the requirement of being at least 1 foot greater than the adjacent roadway; Lots 1-3 Block 1; Lot 23 Block 2; Lots 1 and 3 Block 4. 6. Provide detail for what appears to be a rain garden in the northeast corner of Village Drive and Town Center Parkway. 7. The utilities conflict with the property lines of the units or are within 10 feet at; Lots 7, 15, 26 Block 2; Lots 20, 21, 27 Block 3; Lot 27 Block 4 8. The applicant shall label the public right-of-way and easements. STORMWATER MANAGEMENT The stormwater management design and calculations need to be submitted for review. We do not anticipate any significant changes to the proposed layouts with relation to the storm sewer system. 2. Show emergency overflow elevations and locations for the existing ponds. 3. Show HWL on the plans for proposed infiltration areas. 4. Demonstrate how stormwater drainage to the infiltration areas is being pretreated. Only pretreated water shall be discharged into infiltration basins. FLOODPLAIN 1. No comments. WETLANDS Rice Creek Watershed District is the LGU to review and approve the wetland delineation. Thus we have not reviewed for the Wetland Conservation Act (WCA). 1. Provided the LGU approves the wetland delineation, there are no proposed wetland impacts. Therefore, no wetland mitigation approval is needed. ENVIRONMENTAL 1. An EAW was completed for the project area back in 2003 and is being addressed by the City's planning consultant. \\mspfsv02.lps.Imal\StudiosWctive Projects\CLL16006 - Woods Edge in Lino Lakes MN\From Others (Original Data)\20160606 Engineeting Review Lino Lakes Woods Edge.docx Ms. Katie Larsen June 2, 2016 Page 3 TRANSPORTATION 1. The private roadways are shown as 24 feet face to face and should be the City standard 26 feet back to back. 2. The turnarounds on Street 4 should be extended. 3. We recommend that the trail easement at Outlot C be reviewed and adjusted as needed. WATER SYSTEM 4. The watermain in Street 4 should be 8 inches. 5. Gate valves shall be at intersections (one less than legs) and are required on all hydrant leads. 6. Identify proposed water service locations and curb stop elevations at the right of way. 7. Add hydrants at approximately 8+50 and 3+00 (midblock) to provide fire protection. 8. Add note that watermain including valves, fittings, hydrants, and appurtenances is to be wrapped in polyethylene film. 9. Add note that fittings shall be ductile iron Class 350 compact fusion -bonded epoxy coated. 10. Show horizontal separation on plans between sanitary sewer and watermain as 10' min. SANITARY SEWER SYSTEM Sanitary services require a tracer wire and access to wire ends for future locating requirements. 2. The average and peak sanitary flows were calculated using the MCES Hourly Peaking Factor for the proposed 90 residential units. Using these conservative future sanitary flows, an analysis was conducted to determine if the current Legacy Woods Edge lift station design has sufficient capacity. Following the analysis, the sanitary lift station design was determined adequate to incorporate the proposed sanitary flows. STORM SEWER SYSTEM 1. The storm sewer between CB 71 and CBMH 70 shall have 10 feet of horizontal clearance form existing water main alignment. 2. The applicant should shift the rear catch basin in the green space of Block 2 such that the pipe running to the street is equally spaced between Lots 7 and 8. \\mspfsv02.lps.Imal\StudiosWctive Projects\CLL16006 - Woods Edge in Lino Lakes MN\From Others (Original Data)\20160606 Engineeting Review Lino Lakes Woods Edge.docx Ms. Katie Larsen June 2, 2016 Page 4 DEVELOPMENT AGREEMENT 1. Required with final plat. PERMITS 1. NPDES Construction General Permit 2. Rice Creek Watershed Permit a. Wetland delineation per the WCA b. Wetland buffers c. Stormwater and erosion control. 3. MDH for Water System 4. MPCA Sanitary Sewer Extension 5. DNR Water Appropriation if temporary dewatering is needed. 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. \\mspfsv02.lps.Imal\StudiosWctive Projects\CLL16006 - Woods Edge in Lino Lakes MN\From Others (Original Data)\20160606 Engineeting Review Lino Lakes Woods Edge.docx Ntt Minnesota Department of Tvansportatilon Ito Metropolitan District Waters Edge Building °F'fHP 1500 County Road B2 West Roseville, MN 55113 May 26, 2016 Nicole DeDeyn City of Lino Lakes 600 Town Center Parkway Lino Lakes, MN 55014 SUBJECT: Woods Edge ID#: P 16-028 NE Quad of I3 5 W and Lake Dr Lino Lakes, Anoka County Control Section: 0208 Dear Ms. DeDeyn: The Minnesota Department of Transportation (MnDOT) has reviewed the plat for the proposed Woods Edge development in compliance with Minnesota Statute 505.03, subdivision 2, Plats. Before any further development, please address the following issues: Water Resources A pond in the northeast corner of the development appears to drain to MnDOT right of way during large storm events (spill elevation —892). The plan indicates that onsite water quality treatment and rate control is provided, however with the change in land use please let us know whether there will there be a change in the HWL listed on the plan. A MnDOT drainage permit may be required. Current drainage rates to MnDOT right of way must not be increased. Please provide a grading plan showing existing and proposed contours. Also provide drainage area maps for the proposed project showing existing and proposed drainage areas with flow directions indicated by arrows. If the project drains to MnDOT right of way, the maps should be accompanied by drainage computations for pre and post construction conditions during 2, 10, and 100 year events. Also include an electronic copy of any computer modeling used for the drainage computations. Please contact Nick Olson at MnDOT Water Resources Engineering (651-234-7542) or (nicholas.olsong,dot.state.mn.us) with any questions. Review Submittal Options: MnDOT's goal is to complete the review of plans within 30 days. Submittals sent electronically can usually be reviewed faster. Submit one of the following: 1. One (1) pdf version of the plans. MnDOT can accept the plans via e-mail at metrodevreviews.dotgstate.mn.us provided that each e-mail is less than 20 megabytes. 2. Three (3) sets of full size plans. Although submitting seven (7) sets of full size plans will expedite the, review process. Send plans to: MnDOT — Metro District Planning Section Development Reviews Coordinator 1500West County Road B-2 Roseville, MN 55113 3. One (1) compact disc. 4. Plans can also be submitted to MnDOT's external FTP site. Send files to: ftp://ftp2.dot.state.mn.us/pub/incomin //MetroWatersEdge/Plannin . Internet Explorer may not work using ftp, using an FTP Client or your Windows Explorer (My Computer). Send a note to metrodevreviews.dotkstate.mn.us indicating that the plans have been submitted on the FTP site. If you have any questions concerning this review, please contact me at 651-234-7784. Sincerely, Karen Scheffing Principal Planner Copy sent via E-Mail: Katie Larsen, City of Lino Lakes Buck Craig, Permits Nancy Jacobson, Design Nick Olson, Water Resources Dale Gade, Area Engineer Gayle Gedstad, Traffic Becky Parzyck, Right of Way Dave Torfin, Surveys Figure 3-3: 2030 Future Land Use Map Reshanau F Lake I 40k,4� Birch St. ` 34 ji � 7 ,i Si. bit 1 Baldwin Lake a 1t. r R� 64t1h:" � I N r_ Amelia 1 1 ALI Cedar Lake o Lake Ash St. Otter 4g x Lake ,.; �._.._.._.._.._.,._.._.._.._......_......._.._.._.L......_.._.._.._.._.._.._.._.._.._.._ _..�_.._.._.._.._. ._.._.._.._...11�_.. 2030 Future Land Use Map City of Lino Lakes 2030 Comprehensive Plan j�„j Municipal Boundary Permanent Rural _' Mixed Use Industrial Urban Reserve CivicAnstitutlonal r r v [�cI N 4.000 Low Density Residential Medium Density Residential 0 4.000 = High Density Residential Park/Open Space Private Airfield Right -of -Way LN L KE April21, 2009 Feet = Commercial Open Water orevarea o, ew es�n K,n, ,won ,,moosee oepo,-o r.d,k�uR7omn mw 3-13 B-H-HORMN r MAY 0 Zpfe • By May 9, 2016 City of Lino Lakes 600 Town Center Parkway Lino Lakes, MN 55014 Re: Preliminary PUD Application —Woods Edge Project Protect Overview & Request: Woods. Edge is a proposed 112 unit attached townhome development on 11.2 acres, located north of Village Drive and southlsoutheast of Town Center Parkway. The property is part of the Town Center area that was master planned by the City and Calthorpe Associates. The property is currently platted as Outlots B and D of The pillage No 3 recorded plat. The adjacent and surrounding land -uses include Lakewood Apartments to the west, Lino Lakes Assisted Living to the north across Town Center Parkway, and Lino Lake YMCA to the south across Village Drive. The property to the east is a large wetland owned by the City of Lino Lakes, and lands further east fail within the Rice Greek Chain of Crakes Park Preserve. The City's 2030 Guide plan for the property and adjacent properties shows the property guided for Mixed Use, accommodating a mix of residential, retail, and office uses. The residential townhorne units as proposed will require no change in the guide plan. The property is currently zoned PUD. Planned Unit Development (Ord. 04-04, fees. 04-33). No rezoning of the property is required for the proposed application. The Lino Lakes Town Center Design and Development Guide as prepared by Calthorpe Associates identify the design vision and zoning standards for the Commercial, Mixed -Use, and Residential districts of the Town Center area. The Town Center Land Use plan slates the land use of the proposed property as Residential and Residential-x. A preliminary plat proposed by Legacy Holdings, LLC was approved in 2006 for 98 attached townhome units on the eastern two-thirds of the property, with two multi -story residential buildings sited on the western portion of the property. The property was mass graded and streets & utilities were constructed in 2006 in preparation for this development. As the market OR Horton, Inc. -Minnesota 20860 Xenbrldge Court, SOte 100 Lakeville, MN 56044 rw�..c�U�riu risrn dropped during the recent recession, the project was never completed as anticipated. The property is currently owned by the City of Lino Lakes EDA. The project will meet all of the applicable PUD zoning district standards as specified in the Lino Lakes Town Center Design and Development Guide, as outlined below. Proposed Uses: The proposed development includes 112 attached townhomes provided in various 3-7 unit configurations. For an increased streetscape presence, the townhome units feature a front porch on the public street and/or open space side, with garage access occurring in the rear via private streets. The units will all accommodate 2-car garages. Guest parking will be satisfied by a combination of driveway parking, internal parking stalls, and the existing on -street pull -off parking provided by Woods Edge Boulevard, Town Center Parkway, and Village Drive. All the attached townhomes are proposed to be platted as individual homes within a surrounding common lot that will be owned and maintained by the homeowners association. The HOA will be responsible for snow removal and landscape maintenance for all the townhome units. Common Lot 27 will be a sizable interior open space area that will provide recreational opportunities for the residents. Three outlots are proposed for the project, including Outlots A & B which encompass the private streets and will be HOA owned, and Outlot C which will serve as stormwater ponding, infiltration, and wetland buffer areas and will be dedicated to the City. The property will most likely be developed in two phases, with the first phase starting this summer. The specific phasing breakdown has yet to be determined. The final phasing plan will be worked out with City staff prior to submittal of a final plat for the neighborhood. Town Center Residential Development Standards: The "Regulating Plan" within the Town Center Design and Development Guide (section 2.2) defines the location of Build -to Lines for the Town Center, and the required percentage of the block that must have buildings, parks, or plaza frontage. A 70% minimum is required along Town Center Parkway and Village Drive, and a 50% minimum is required along both sides of Woods Edge Boulevard. Our proposal provides for approximately 75% Build -to coverage along Town Center Parkway and Village Drive, and approximately 85% of coverage along Woods Edge Boulevard as defined in the guide. Residential project density requirements are specified under section 4.2 of the Town Center Design and Development Guide, and outline a minimum net density of 10.0 units per acre and a maximum of 24 units per acre. As indicated on the Preliminary Plat & Site Plan, our proposed density meets the minimum requirement of 10.0 un/ac. Building Massing and Placement guidelines are addressed under section 4.3 of the Town Center Design and Development Guide, and require the primary entry of every dwelling unit to face and be accessible from a street or publicly -accessible open space. Our proposed townhomes feature a front porch entry to the street or open space, with garages accessed from the rear via a 24' wide private street/alley. Front setbacks from the public street side allow for a minimum of 5' and a maximum of 15' separation. Our proposed plans meet this standard, providing for a front setback of 15' to the primary building face with a minimum 4' porch extending to the street. Side setback requirements allow for a minimum setback of 5' on each building side; our plans provide for an increased separation of 20' between buildings. Town Center guidelines require each unit to have a porch or stoop, with a minimum depth of 6' clear and comprising at least 30% of the primary front fagade or 10' wide minimum. All proposed units will have a porch; however we are requesting a minor waiver on the required porch sizing to allow for a minimum porch depth of 4' vs 6', and minimum width of 8' vs 10' required. As designed, our units provide for 36% of the front fagade to be covered porches (8'/22'). Section 4.4 of the Town Center guidelines specifies the Architectural Standards for the proposed attached townhomes. A minimum of 25% of the front fagade's area must have windows. Garage doors must have articulated panels. Building Scale and Definition standards require articulation through the use of porches, bay windows, or balconies facing the public street or open spaces. As well, the front facades of the townhomes shall read as a series of distinct vertical building forms or "bays". Roofs must be hipped or gabled. Our proposed townhomes will meet the theme desired within the guidelines. Minor deviation may be necessary to achieve a building design that is agreeable to both D.R. Horton and the City. D.R. Horton will continue to work with City staff on finalizing a building design during the review of our application. D.R. Horton is confident that a favorable outcome is achievable regarding building architectural standards. Section 4.5 of the Town Center guidelines addresses parking requirements for townhome products; a minimum of 2 stalls per unit are required as off-street parking spaces. As outlined earlier, all required parking is satisfied by driveway parking and existing pull -off parking stalls along the public streets. Existing Site Conditions: The 11.2 acre property is currently vacant, partially developed land. Two stormwater management basins were constructed to service the area, and are located on the east edge of the property. An updated wetland delineation was completed in May, 2016 and indicates one existing wetland partially within the easterly site boundary. Topography is generally flat, with some existing grading that slopes down the easterly wetland edge. An existing water utility line bisects the property to service the Assisted Living facility, and will remain in place. Other utility services are in place adjacent to the property and will be utilized as planned. No existing buildings are located on the property. Existing boulevard trees are in place along Town Center Parkway, and will be generally maintained in their current location where feasible. No other existing trees are located on the property. Soil borings had been completed for the property back in 2003, and generally consist of 6" of sandy topsoil over sand below. Groundwater was found ranging from 12-20 feet below the surface. No building constraints related to soil conditions are expected. Pr000sed Streets: The existing curb cut locations along Town Center Parkway and Village Drive are proposed to be utilized for the internal private street connections into the proposed development. All private streets are proposed to be 24' back to back wide and located within HOA owned outlots. The existing pedestrian sidewalks along Town Center Parkway and Village Drive will remain in - place, and additional sidewalk will be provided along both sides of Woods Edge Boulevard. Other internal sidewalks are proposed to ring the common open spaces and provide pedestrian access to the front porches for those homes fronting on the open spaces. Street lighting is provided by a combination of existing street lights supplemented with additional lighting internally and located where necessary. Stormwater Manaaement & Gradin As stated earlier, the "Town Center" development area was mass graded and the required ponding, utilities (including storm sewer), and the perimeter public streets (Village Drive, Woods Edge and Town Center Parkway) were constructed in 2006 in preparation for this development. Our current proposed development is generally consistent with the originally proposed development, with slightly less impervious surface being proposed resulting from the substitution of attached multiple units in place of the proposed 2-multi-story residential building on the west side of this development. The proposed development's grading has been designed to be generally consistent with the original planned drainage patterns of the site, utilizing the existing stormwater piping system and the 2 stormwater ponds located on the property's east side for all stormwater treatment needs for our project (Outlot C). Additionally, expanded ponding areas have been proposed adjacent to these ponds to provide additional volume (infiltration) & rate control. It is our understanding that the City is in the process of updating the overall "Legacy at Woods Edge" development area's Stormwater Management report to conform to the current design standards of the Rice Creek Watershed District. We will work with the City to incorporate additional stormwater management practices and features that may be required by the watershed. While much of the existing site was rough graded back in 2006, some additional grading is necessary to accommodate the proposed project and townhomes. All grading efforts will match existing grades at the property limits, and incorporates the use of a retaining wall in Block 5 to allow for adequate house construction, sidewalk connections, and added ponding area. The final grading design will continue to refine the grading plans as necessary, to balance the site grading and minimize any need for importing or exporting material. At this time it is not expected that any importing or exporting of materials will be necessary. Sanitary Sewer & Water Main Service: Sanitary sewer and water main service lateral lines were constructed in the perimeter public roadway system as part of the 2006 development construction as well as 63 sewer services and 77 water services to the originally proposed units that were facing these roads. The sanitary sewer system was designed and installed with the easterly portion of the site routing to a lift station that was constructed in the SE corner of the site, at the corner of Village Drive and Woods Edge Blvd. The remainder of the site was to be serviced by a gravity sewer system that routes the site's sanitary sewer flow to the west. The proposed 2006 development appears to have been designed to route the flow from 63 units to this lift station. Our current proposal routes approximately 90 units to this lift station. We will work with the City's Engineering staff to determine if the existing lift station can accommodate the added 27 units being routed to this lift station or what modifications will be necessary to the plans to handle the added flow. Additional lateral sewer mains and additional unit services will be installed, as part of this project, to provide the required sanitary sewer service to each unit. The water main system consisting of 8", 10" and 12" water mains were installed within the perimeter public roadway system and also, an 8" main was installed across the middle of the site. Adequate water service has been installed for this site. As part of this development, we will be construction additional lateral mains, relocating some hydrants and adding addition hydrants, within our site as required. We will also be installing additional unit services, as needed, to service the remainder of the proposed units. Landscaaina: Landscaping requirements for the project consist of a boulevard tree requirement, open space planting requirement, and foundation planting requirement. As indicated on the provided landscape plans, these requirements indicate a total of 90 trees and 186 shrubs required for Woods Edge. Our proposed landscape plan exceeds the minimum required amount of tree and shrub plantings for the project overall, providing 156 trees overall and 1,612 shrubs. Existing boulevard trees are already in place along Town Center Parkway, and will be retained in our project. Additional landscape plantings are comprised of boulevard street trees, trees along the private streets between driveways, open space plantings, accent planting beds along the sidewalks, and buffer plantings adjacent to the infiltration areas. The trees between the driveways will be installed with or after individual building construction. Townhome buildings will also receive foundation landscaping for each unit (see detail landscape plans). Summary: D.R. Horton is pleased to be bringing this quality neighborhood development to the City of Lino Lakes, and look forward to receiving any comments from city staff, Planning Commission, and City Council, We respectfully request staff recommendation for approval of the provided preliminary PUCE plans, and placement on the next available Planning Commission and City Council agendas. If you have any questions or comments about this request, please contact me at 952-985-7823 or at msuef(@drhorton.cam. Sincerely, Michael Suel DR Horton, Inc - Minnesota 20860 Kenbridge Court, Suite 100 Lakeville, MN 55044 © 2015 Westwood Professional Services, Inc. I Ir 119 e loll mitt for Preliminary Plat, Site, Grading, Streets, and Landscape Plans for Woods Edge Lino Lakes, MN Prepared for: DR Horton, Inc. - Minnesota 20860 Kenbridge Court, Suite 100 Lakeville, Minnesota 55044 Contact: Mike Suel Phone: 952-985-7823 Fax: 952-985-7800 Prepared by: Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. Project number: 0005341.00 Contact: (-rcncis D. Hagen II, PF Utilities, Sheet List Table Sheet Number Sheet Title 1 Cover 2 Existing Conditions 3 Preliminary Plat & Site Plan 4 Preliminary Grading Plan Drainage and Erosion Control Plan 5 Preliminary Utility Plan 6 Street Profiles 7 Preliminary Landscape Plan g Preliminary Landscape Plan 9 Details Vicinity Map (Not to Scale NO. DATE REVISION SHEETS 1 05/11/16 ADD CITY REQUESTED INFO 1,3,5 Preliminary PUD Plans for Preliminary Plat, Site, Grading, Utilities, Streets, and Landscape Plans for Woods Edge Lino Lakes, MN Date: 04/21/16 Sheet: 1 of 9 0005341 CVP01 .dwg e 2015 Westwood Professional Services, Inc. —8g ✓ gg8�• / \ J SEED ALL DISTURBED AREAS J I I - r r l WITHIN OUTLOT C WITH DRY \ J \,_/� �_-ram^\\�� \J� J- - - - - J/ JI r( \l -, PRAIRIE SEED MIX (35-621) S94— g96— / 1 — — I / _ — — 8� \ _ _ r I •. I 1 _ _ 5 O� • TWEET ` • �i ............... — : 1C\ �i tee„$ q / ..•.Ytc:t A C. !-.K' _i �.............. 1 -F !$9 ............ .............. \ — ,•.�.•.;.\H Ss'J.� S ..,�.�. ; \•. e•�.<..,r — SOTS :9s• ��'•o. :,\. r ....... .�.; err a� s' n �. 2 • a4S^::�.' '?u•^:.. \..•.•�.�rs: >> 202.3 aS;.\:tt.�ao. •c's•sla•t _ 18 19 I : ........ 16 1 . 10 .... <' ^ II sl•s a 4 i ......... ...�...............� ..ern PROPOSED'-STRE�T-- LIGHT (TYP) lb Legend DENOTES STREET TREE DENOTES ORNAMENTAL ME DENOTES BUFFER EVERGREEN TREE DENOTES EXISTING STREET TREE DENOTES STORMWATER SEED MM (33-261) Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed LANDSCAPE ARCHITECT under the laws of the State of Minnesota. J � Sq" '�PgyKlyq P�� Designed: NTM Checked: CLM Drawn: NTM Record Drawing by/date: Prepared for. DR H .JVr i Preliminary Plant Schedule Call 48 Hours before digging: 811 or cal1811.com Common Ground Alliance SYMBOL QTY. COMMON/BOTANICAL NAME SIZE SPACING O.C. STREET TREES 104 Autumn Blaze Maple / Acer x freemanii 'Jeffersred' 2.5" BB AS SHOWN Sienna Glen Maple / Acer x freemanii 'Sienna' 2.5" BB AS SHOWN Sugar Maple / Acer saccharum 2.5" BB AS SHOWN Whitespire Birch / Betula populifolia 'Whitespire' 2.5" BB AS SHOWN Northern Pin Oak / Quercus ellipsoidalis 2.5" BB AS SHOWN Red Oak / Quercus rubra 2.5" BB AS SHOWN BUFFER TREES 18 Swamp White Oak / Quercus bicolor 2.5" BB AS SHOWN Frontyard Linden / Tilia americana 'Frontyard' 2.5" BB AS SHOWN Boulevard Linden Tilia americans Boulevard / 2.5 BB AS SHOWN Discovery Elm / Ulmus davidiana var. japonica 'Discovery' 2.5" BB AS SHOWN Princeton Elm / Ulmus americana 'Princeton' 2.5" BB AS SHOWN Accolade Elm / Ulmus japonica x wilsoniana 'Morton' 2.5" BB AS SHOWN Skyline Honeylocust / Gleditsia tricanthos var. inermis 'Skycole' 2.5" BB AS SHOWN ORNAMENTAL 29 Japanese Tree Lilac / Syringa reticulata 6' HT., BB CLUMP AS SHOWN Allegheny Serviceberry / Amelanchier laevis 6' HT., BB CLUMP AS SHOWN Prairiefire Crab / Malus 'Prairiefire' 2" BB AS SHOWN Profusion Crab Malus Profusion 2 BB AS SHOWN Sugartyme Crab Malus Malus 'Sutzyam' 2" BB AS SHOWN EVERGREEN 5 Black Hills Spruce / Picea glauca densata 6' HT., BB AS SHOWN Norway Spruce / Picea abies 6' HT., BB AS SHOWN Poderosa Pine / Pinus ponderosa 6' HT., BB AS SHOWN C)CP Norway Pine / Pinus resinosa 6' HT., BB AS SHOWN Scotch Pine / Pinus sylvestris 6' HT., BB AS SHOWN White Pine / Pinus strobus 6' HT., BB AS SHOWN SHRUBS 214 Cardinal Dogwood / Cornus sericea 'Cardinal' #5 Cont. 5'-0" O.C. Arrowood Viburnum / Viburnum dentatum #5 Cont. 5'-0" O.C. Dwarf Bush Honeysuckle/ Diervilla lonicera #5 Cont. 3'-0" O.C. Common Lilac / Syringa vulgaris #5 Cont. 6'-0" O.C. Limelight Hydrangea / Hydrangea paniculata 'Limelight' #5 Cont. 5'-0" O.C. Summer Wine Ninebark / Physocarpus opulfolius 'Seward' #5 Cont. 5'-0" O.C. Dark Horse Weigela / Weigela florida 'Dark Horse' #5 Cont. 3'-0" O.C. Landscape 00000 NOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE SEE FINAL PLANS FOR TREE SELECTIONS AND QUANTITIES. Requirements EVENT OF A DISCREPANCY. * BOULEVARD TREE REQUIREMENT: (1,890 LF) 27 TREES TOWNHOMES SHALL PROVIDE TREES AT A RATE OF 1 TREE PER 70 LINEAR FEET OF PUBLIC ROAD FRONTAGE. (BOULEVARD WITH EXISTING TREES NOT INCLUDUED.) * OPEN SPACE PLANTING REQUIREMENTS: OPEN AREAS SHALL HAVE 1 LARGE TREE AND 3 LARGE SHRUBS PER 2,000 SF. 1 LARGE TREE = 1.5 MEDIUM TREE = 2 SMALL TREE 1 LARGE SHRUB = 1.5 MEDIUM SHRUB = 3 SMALL SHRUB SUBTOTAL CENTRAL LAWN OPEN SPACE PLANTINGS REQUIRED: LARGE TREES = 20,125 SF. /2,000 SF. = 11 TREES LARGE SHRUBS = 20,125 SF. /2,000 SF. = 31 SHRUBS SUBTOTAL ROUNDABOUT OPEN SPACE PLANTINGS REQUIRED: LARGE TREES = 2,900 SF. /2,000 SF. = 2 TREES LARGE SHRUBS = 2,900 SF. /2,000 SF. = 5 SHRUBS TOTAL OPEN SPACE PLANTING REQUIRED: LARGE TREES = 13 TREES LARGE SHRUBS = 36 SHRUBS * FOUNDATION PLANTING REQUIREMENTS: (2.464LF.) FOUNDATIONS SHALL HAVE 2 LARGE TREES AND 6 LARGE SHRUBS PER 100 LF. OF BUILDING 1 LARGE TREE = 1.5 MEDIUM TREE = 2 SMALL TREE 1 LARGE SHRUB = 1.5 MEDIUM SHRUB = 3 SMALL SHRUB TOTAL FOUNDATION PLANTING REQUIRED: LARGE TREES = 2,464 LF. /100 LF. 50 TREES LARGE SHRUBS = 2,464 LF. /100 LF. 150 SHRUBS TOTAL PLANTINGS REQUIRED: TOTAL TREES REQUIRED 90 TREES TOTAL SHRUBS REQUIRED 186 SHRUBS Landscape Provisions TOTAL LANDSCAPING PROVIDED: 156 TREES * STREET TREES: 104 TREES * SITE OVERSTORY TREES: 18 TREES * SITE EVERGREEN TREES: 5 TREES * SITE ORNAMENTAL TREES: 29 TREES * SITE SHRUBS: 186 SHRUBS * FOUNDATION SHRUBS: 1,426 SHRUBS orton, Inc. - Minnesota 20860 Kenbridge Court, Suite 100 Lakeville, Minnesota 55044 Woods Edge I - !I 050' 100' 150' 0005341 PLP01.dwg Date: 04/21/16 sheet: 7 of 9 Preliminary Landscape Plan Cory Meyer Date 04/21/16 License No. 26971 Lino Lakes, MN ® 2015 Westwood Professional Services, Inc. Typical Townhome Planting Detail Stormwater Seed Mix - Outlot C Planting Notes Call 48 Hours before digging: 811 or ca11811.com Common Ground Alliance ROCK MULCH ROCK MULCH ROCK MULCH ROCK MULCH Legend QUANTITY NORTH VARIES 0' 10' 20' 30' Townhome Plant Schedule TYPE SHRUBS & PERENNIALS NOTES: • QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. • CONTRACTOR TO SUBSTITUTE USING SHADE ALTERNATE SPECIES AS DETERMINED BY SOLAR ORIENTATION OF BUILDING (IE NORTH SIDE PLANTS RECEIVE SHADE ALTERNATE PLANTS). SEE RESPECTIVE PLANT KEY FOR ALTERNATE SPECIES SUBSTITUTIONS. • 1Y2"RIVER ROCK AT 3" DEPTH WITH WEED BARRIER FABIC TO BE USED IN BETWEEN DRIVEWAYS. • DOUBLE SHREDDED HARDWOOD BARK MULCH TO BE USED AT 3" DEPTH WITH VINYL EDGER ON ALL LANDSCAPE PLANTING BEDS. CODE QTY. QTY. QTY. QTY. QTY. QTY. 8 UNIT 7 UNIT 6 UNIT 5 UNIT 4 UNIT 3 UNIT COMMON/BOTANICAL NAME SIZE SPACING O.C. RSB 13 10 10 7 7 4 Regent Serviceberry / Amelanchier alnifolia 'Regent' #5 CONT. 5'-0" O.C. shade a/t: no change NFS 37 32 28 23 19 14 Neon Flash Spirea / Spiraea japonica 'Neon Flash' #5 CONT. 3'-0" O.C. shade olt: no change MCS 4 4 4 4 4 4 Magic Carpet Spirea / Spiraea japonica 'Magic Carpet' #5 CONT. 4'-0" O.C. shade al t: no change ABH 14 14 14 14 14 14 Annabelle Hydrangea / Hydrangea arborescens 'Annabelle' #5 CONT. 4'-0" O.C. shade alt: no change SGJ 22 22 18 18 14 14 Sea Green Juniper / Juniperus chinensis 'Sea Green' #5 CONT. 3'-0" O.C. shade a/ t: no change BES 16 16 16 16 16 16 Goldstrum Black -Eyed Susan / Rudbeckia 'Goldstrum' #1 CONT. 18" O.C. shade alt: PAH Patriot Hosto / Hosta 'Patriot' #1 CONT. 18" O.C. HRD 56 52 44 40 32 28 Happy Returns Daylily / Hemerocallis 'Happy Returns' #1 CONT. 18" O.C. shade olt: FNA Fonol Astilbe / Astilbe x orendsii Fonol' #1 CONT. 18" D.C. Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. I hereby certify that this plan was prepared by me or under my I Revisions: direct supervision and that I am a duly licensed LANDSCAPE ARCHITECT under the laws of the State of Minnesota Designed: NTM Checked: CLM Drawn: NTM Record Drawing by/date: 33-261 Stnrmwater Srnrth P. West Common Name Scientific Name Rate (kg/ha) Rate (lblac) % of Mix (% by wt) Seeds/ sq ft big bluestem Andro 0 on gerardii 2.24 2.00 5.72% T35 fringed brome Bromus ciliatus 2.24 2.00 5.73% 8.10 bluejoint Calamagrostis canadensis 0.07 0.06 0.18 % 6A0 slender wheatgrass Elymus trachycaulus 1 A 2 1.00 2.85% 2.53 Virginia wild rye El mus vir inicus 1.68 1.50 4.28 % 2.31 switchgrass Panicum virgatum 0.43 0.38 1.070/c 1.93 fowl bluegrass Indian grass Poa palustris Sorghastrum nutans 1 A 9 0.13 1.06 0.12 3.03 % 0.36% 50.70 0.55 prairie cordgrass S artina pectinata 0.43 0.38 1.07% 0.91 Total Grasses 9.53 8.50 24.29% 80.78 awl -fruited sedge Carex sti ata 0.28 0.25 0.71 % 3.10 dark green bulrush Scirpus atrovirens 0.21 0.19 0.54 % 3110 woolgrass Scirpus cypennus 0.07 0.06 0.18% 39.00 Total Sedges and Rushes 0.56 0.50 1.43 % 73.80 Canada anemone Anemone canadensis 0.08 0.07 0.191% 0.20 marsh milkweed Asclepiasincarnata 0.12 0.11 0.32% 0.20 leafy beggarticks Bidens frondosa 0.12 0.11 0.31 % 0.20 flat-topped aster Doeliin eria umbellate 0.07 0.06 0.17% 1.50 spotted Joe pye weed Eutrochium maculatum 0.07 0.06 0A 8 % 2A 9 autumn sneezeweed obedient plant He/enium autumna/e Ph soste is vir iniana 0.15 0.08 0.13 0.07 0.36% 0.21 % 5.97 0.30 tall coneflower Rudbeckia laciniata 0.08 0.07 0.21 % 0.37 New England aster blue vervain Symphyotrichum novae-angliae Verbena hastata 0.08 0.06 0.07 0.05 0.19 % 0.15% 1.56 1.85 golden alexanders Zizia aurea 0.22 0.20 0.56% 0.79 Total Forbs 1.12 1.00 2.85% 15.13 Oats or winter wheat (see note at beginning of list for recommended dates) Total Cover Crop 28.02 28.02 25.00 25.00 71.43% 71.43% 11A4 11.14 Totals: 39.23 35.00 100.00 % 180.85 Purpose: Stormwater pond edges, temporarily flooded dry ponds, and temporarily flooded ditch bottoms. Planting Area: Tallgrass Aspen Parklands, Prairie Parkland, and Eastern Broadleaf Forest Provinces. Mn/DOT Districts 2(west), 3B, 4, Metro, 6, 7 & 8. Dry Prairie Seed Mix - Outlot C Dm Prairip Snuthpast Common Name Scientific Name Rate (kg/ha) Rate (Iblac) % of Mix (% by wt) Seeds/ sq ft side -oats grama Bouteloua curb endula 1.27 1.13 10.23% 2.48 blue grama Bouteloua gracilis 0.76 0.68 6.19% 10.00 kalm's brome Bromus kalmii 0.35 0.31 2.78% 0.90 nodding wild rye E! mus canadensis 1.68 1.50 13.61 % 2.86 slender wheatgrass E! mus track caulus 1.32 1.18 10.76% 3.00 une rass Koeleria macrantha 0.46 0.41 3.71% 30.00 little bluestem Schizach rium sco erium 1.69 1.51 13.70% 8,30 sand dro seed S orobo/us ctyptandrus 0.25 0.22 1.98% 16.00 prairie dro seed S orobolus heterole is 0.29 0,26 2.32% 1,50 Total Grasses 8.07 7.20 65.28 % 75.04 butterfly milkweed Ascle ias tuberosa 0.07 0.06 0.52% 0.09 whorled milkweed Ascle ias verticillata 0.01 0,01 0.11 % 0,05 bird's foot coreopsis Coreopsis palmata 0.06 0,05 0.50 % 0,20 white prairie clover Dalea candida 0.10 0.09 0.78% 0.60 purple prairie clover Dalea purpurea 0.17 0.15 1.32% 0.80 ox-e e Hello sis helianthoides 0.07 0.06 0.51 % 0.13 round -headed bush clover Lespedeza capitata 0.03 0.03 0.31 % 0.10 rough blazing star Liatris as era 0.02 0.02 0.17% 0.11 dotted blazing star Liatris punctata 0.02 0.02 0.23% 0.06 wild bergamot Monarda fistulosa 0.03 0.03 0.30% 0.85 horsemint Monarda punctata 0.02 0.02 0.22% 0.80 stiff goldenrod Ofi oneuron ri idum 0.07 0.06 0.59% 0.98 large -flowered beard tongue Penstemon grandiflorus 0.04 0.04 1 0.35% 0.20 black-eyed susan Rudbeckia hirta 0.10 0,09 0.86% 3,20 gray goldenrod solider o nemoralis 0.01 0,01 0.14% 1,65 sk blue aster Symphyotrichum oolentan iense 0.01 0.01 0.061% 0.20 silky aster S m h otrichum sericeum 0.02 0.02 0.19°/ 0.20 bracted s iderwort Tradescantia bracteata 0.01 0.01 0.12% 0.05 heart -leaved alexanders Zizia a tera 0.02 0.02 0.21 % 0.10 Total Forbs 0.90 0.80 7.49% 10.37 Oats or winter wheat (see note at beginning of list for recommended dates) 3.36 3.00 27.23% 1.33 Total Cover Crop 3.36 3.00 27.23% 1.33 Totals: 12.33 11.00 100.00% 1 86.75 Purpose: Regional dry prairie reconstruction for wetland mitigation, ecological restoration, or conservation program plantings. Planting Area: Eastern Broadleaf Forest Province excluding Hardwood Hills subsection. Mn/DOT Districts Metro & 6. PRUNE OUT MISDIRECTED BRANCHES. PROVIDE ONE CENTRAL LEADER. GUYING AND STAKING, AS REQUIRED, FOR ONE (1) YEAR ON ALL DECIDUOUS AND CONIFEROUS TREES: fljr TOP STAKES 5' ABOVE GROUND (MAX.) OR TO FIRST BRANCH. BOTTOM OF STAKE 3' (MIN.) �t BELOW GROUND. STAKING POSTS TO BE 2"X2" STAINED WOOD OR 4, PAINTED STEEL DELINEATOR TM� POSTS. PLACE 3 POSTS 'S EQUIDISTANT AROUND AND 41 OUTSIDE ROOT BALL. SECURE TREE TO POSTS WITH 16" LONG • ^off �`^ POLYPROPYLENE OR ��•� •� POLYETHYLENE, 40 MIL., 1.5" WIDE STRAP. TREE WRAP MATERIAL FROM GROUNDLINE UPWARD TO FIRST BRANCHES, AS REQUIRED. PLACE MULCH, DEPTH AS SPECIFIED, 2X BALL OVER PLANT PITS - DO NOT PILE DI METER AGAINST TRUNK. FORM 3" DEEP WATERING BASIN. I '.' / - BACKFILL PLANT PIT WITH SPECIFIED BACKFILL SOIL. SCARIFY SIDES AND BOTTOM OF HOLE. REFER TO AMERICAN STANDARD FOR NURSERY STOCK FOR MINIMUM BALL SIZE. ROOT FLARE TO BE PLANTED AT OR NEAR FINISHED GROUNDLINE. SET ROOT BALL ON UNDISTURBED SUBSOIL OR COMPACTED SOIL MOUND MATCHING TREES NATURAL GROUNDLINE WITH FINISHED SITE GRADE. N.T.S. . DECIDUOUS TREE LAST REVISED: D6 05 13 �....r PLANTING LA28 Prepared for: DR H 1. CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL. 2. ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. 3. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 4. ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR. 5. CONTRACTOR SHALL PROVIDE ONE YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. 6. ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA-GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS: ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC. ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES. ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING. CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3. 7. PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004 OR MOST CURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED. 8. PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES. 9. PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL -IN MATERIALS IF NECESSARY; TEMPORARY ONLY. 10. PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLAIR. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. 11. OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS. 12. PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND PROPOSED TREES. 13. THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS. 14. BACKFILL SOIL AND TOPSOIL TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (COMMON TOPSOIL BORROW) AND TO BE NATIVE TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE. 15. 3 INCHES OF HARDWOOD BARK MULCH TO BE USED AROUND IN PLANTING BEDS. 16. EDGING TO BE VINYL EDGING, UNLESS OTHERWISE INDICATED. VINYL EDGING TO CREATE SEPARATION BETWEEN HARDWOOD BARK MULCH AND GRASS. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. 17. ALL DISTURBED AREAS TO BE SODDED, AS NOTED. SOD TO BE STANDARD MINNESOTA GROWN AND HARDY BLUEGRASS MIX, FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE DRAINAGE. SEE FINAL LANDSCAPE AND GRADING PLANS FOR NATIVE SEEDING TYPES & SPECIFICATIONS. 18. PROVIDE IRRIGATION TO ALL SODDED AREAS ON SITE. IRRIGATION OF STREET TREES & BOULEVARD SOD AREAS TO BE RESPONSIBILITY OF INDIVIDUAL LOTS; BUFFER TREES IN OUTLOTS TO BE IRRIGATED BY DEVELOPER/HOA. NO IRRIGATION TO BE PROVIDED IN CITY OWNED OUTLOT AREAS, UNLESS OTHERWISE NOTED. DRIP IRRIGATION TO BE INSTALLED FOR ALL PLANTING BEDS. IRRIGATION WILL BE DESIGN/BUILD BY LANDSCAPE CONTRACTOR. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED BY THE GENERAL CONTRACTOR. 19. CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. 20. REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION. 21. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. PRUNE OUT MISDIRECTED BRANCHES. PROVIDE ONE CENTRAL LEADER. GUYING AND STAKING AS REQUIRED, FOR ONE (1) YEAR ON ALL DECIDUOUS AND CONIFEROUS TREES: TOP STAKES 5' ABOVE GROUND (MAX.) OR TO FIRST BRANCH. BOTTOM OF STAKE 3' (MIN.) BELOW GROUND. STAKING POSTS TO BE 2"X2" STAINED p� WOOD OR PAINTED STEEL DELINEATOR POSTS. PLACE 3 : POSTS EQUIDISTANT AROUND $ AND OUTSIDE ROOT BALL. SECURE TREE TO POSTS WITH 16" LONG POLYPROPYLENE OR �I POLYETHYLENE, 40 MIL., 1.5" I WIDE STRAP. p e.: PLACE MULCH, DEPTH AS SPECIFIED, OVER PLANT PITS - 2 BA DO NOT PILE AGAINST TRUNK. DI FORM 3" DEEP WATERING BASIN. BACKFILL PLANT PIT WITH SPECIFIED BACKFILL SOIL. SCARIFY SIDES AND BOTTOM OF = HOLE. II III- II- REFER TO AMERICAN STANDARD 11-III- FOR NURSERY STOCK FOR -1 MINIMUM BALL SIZE. ROOT FLARE TO BE PLANTED AT OR NEAR FINISHED GROUNDLINE. SET ROOT BALL ON UNDISTURBED SUBSOIL OR COMPACTED SOIL MOUND MATCHING TREES NATURAL GROUNDLINE WITH FINISHED SITE GRADE. N.T.S. . LAST REVISED: EVERGREEN TREE 06 05 13 PLANTING I LA29 orton, Inc. - Minnesota 20860 Kenbridge Court, Suite 100 Lakeville, Minnesota 55044 REMOVE CONTAINER, SCARIFY SIDES, AND SET SOIL MASS ON COMPACTED SOIL BASE MOUND, MATCHING SHRUBS NATURAL GROUNDLINE WITH FINISHED GRADE MULCH AS SPECIFIED (AND FILTER FABRIC, AS INDICATED) EDGING AT PLANTING BEDS, AS SPECIFIED, ADJACENT TO LAWN AREAS SCARIFY SIDES AND BOTTOM OF HOLE. DEPTH PER CONTAINER SOIL DEPTH BACKFILL PLANT PIT WITH SPECIFIED PLANTING SOIL OR AS APPROVED SET CONTAINER ROOT SOIL ON UNDISTURBED SUBSOIL OR MILD COMPACTED SOIL FOR DEPTH TO MATCH FINISH GRADE . LAST REVISED: SHRUB & PERENNIAL DB 05 13 a�a.w CONTAINER PLANTING LA27-C NOT FOR CONSTRUCTION Woods Edge 0005341 PLP02.dwg Date: 04/21/16 sheet: 8 of 9 Preliminary Landscape Plan Cory Meyer Date 04/21/16 Llicenae Na 26971 Lino Lakes, MN © 2015 Westwood Professional Services, Inc. C/L P/L OUTLOT P/L VARIES VARIES 12.0' 1 12.0' 4" TOPSOIL & SOD BOC BOC 2 N % 2�% 2.5% 2.5 1.5:1 SLOPE (TYP-) SURMOUNTABLE SURMOUNTABLE CONC. C. & G. CONC. C. & G. PROFILE GRADE GRADING GRADE 21.5" (SEE TYP. PAV. SECTION) TYPICAL SECTION PRIVATE STREET N.T.S. STREET 2 STREET 4 C/L P/L OUTLOT P/L VARIES VARIES 12.0' 12.0' 4" TOPSOIL & SOD BOC BOC 2q 2N 2.5% f- 1.5:1 SLOPE (�•) SURMOUNTABLE SURMOUNTABLE CONC. C. & G. CONC. C. & G. PROFILE GRADE GRADING GRADE 21.5" (SEE TYP. PAV. SECTION) TYPICAL SECTION PRIVATE STREET N.T.S. STREET 5 8 MAXIMUM X5' METAL OR 2"x2"WOOD FENCE POST \ \ \ \ GEOTEXTILE WI:NETBACKING 0 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. C/L P/L OUTLOT P/L VARIES VARIES 14.0 14.0 4" TOPSOIL & SOD BOC BOC 2% MIN 2% MIN. 2.5% 2.5% 1.5:1 7�/ (TYP.) SURMOUNTABLE SURMOUNTABLE CONCPROFILE GR . C. & G. CONC. C. & G. ADE GRADING GRADE 21.5" (SEE TYP. PAV. SECTION) TYPICAL SECTION PRIVATE STREET N.T.S. STREET 1 STREET 3 1.5" BITUMINOUS WEAR COURSE MNDOT SPEC 2360, TYPE SP TACK COAT, MnDOT 2357 2" BITUMINOUS NON —WEARING COURSE MNDOT SPEC. 2360, TYPE SP 8" CLASS 5 AGGREGATE BASE 10" SELECT GRANULAR MATERIAL APPROVED SUBGRADE TYPICAL PAVEMENT SECTION NO SCALE �. MAY, 2013 (( SILT FENCE c 1 T o f ROCK CONSTRUCTION MAY, 2013 KE GEN-16 IN KE F ENTRANCE GEN-17 Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. I hereby certify that this plan was prepared by me or under my I Revisions: direct supervision and that I am a duly licensed PROFESSIONAL ENGINEER under the laws of the State of Minnesota Francis D. Hagen II, PE Date 04/21/16 License No, 17716 FLAIL RFLOW #1—CENTER OF FILTER ASSEMBLY D" FILTER ASSEMBLY /ERFLOW #2—TOP OF CURB BOX 7 HIGH —FLOW HIGH —FLOW FABRIC — WIMCO MODEL # CG-3067 HIGH —FLOW INLET PROTECTION OR APROVED EQUAL CURB AND GUTTER INLET PROTECTION NO SCALE OPENING FOR LARGE EVENTS APPROVED MnDO1" SICK FENCE FABRIC FASTEN TO STAKES 2' O.C. PERFORATED WALL T SILT FABRIC TO BE WRAPPED AROUND SOB IF NEEDED INFRASAFE SEDIMENT CONTROL BARRIER TOP VIEW ROYAL ENVIROMENTAL SERVICES OR AN CROSS SECTION VIEW ENGINEER APPROVED EQUAL. WE �LA AD B FF R INpI MOWING ALuOV1►ED �1 �1 1� Tr r IT x qq SPECIFICATIONS: MONUMENT CONSISTS OF A POST AND A WETLAND BUFFER SIGN WETLAND BUFFER SIGNS MOUNTED FLUSH WITH THE TOP OF THE POST FASTENED WITH NON —REMOVABLE SCREWS OR RIVETS SIZE: 12" H x 8" W ALUMINUM. SHALL BE 5052—H38 OR 6061—T6 ALLOY. GAUGE SHALL BE 0.080 POST MATERIALS 4" X 4" SQUARE TREATED WOOD OR OTHER CITY APPROVED MATERIAL COLOR COLOR SHALL BE GREEN LETTERS ON WHITE BACKGROUND. POST INSTALLATION MOUNTED TO A HEIGHT OF FOUR FEET ABOVE GRADE SET AT LEAST 42 INCHES N THE GROUND INSTALLED AT EACH LOT LINE WHERE IT CROSSES A WETLAND BUFFER WITH A MAXIMUM SPACING OF 300 FEET BETWEEN SIGNS ( IF NO BUFFER IS REQUIRED THE MONUMENT SHALL BE AT THE EDGE OF THE WETLAND). PLACE ADDITIONAL POSTS AS NECESSARY TO FOLLOW BUFFER CONTOUR LINE R/W R/W O W.M. SAN. STORM ELEC. 10' MIN 10` MIN NOTE: MINIMUM R/W CROSSING DEPTH 30". URBAN STREET NON —URBAN STREET PRIVATE UTILITIES PRIVATE UTILITIES 2.5` 1' CURB 30-36' I CURE48 > I 36 I— CURE 00 O 6 I TEL. O� 42-48" �COM. GASI12" MIN. 6 0 GAS L O J ELEC. ELEC. T.V. TEL. COMMON TRENCH 24-30" p = WARNING TAPE OVER UTILITY I I MAY, 2013 c i T, CE61; UTILITY LOCATION IN GEN-11 4' MIN. 2. l MAX, 6 —� VARIES 2% MAX 4% TYP 4"TOPSOIL &SOD INSET A DITCH AS REQUIRED FOR DRAINAGE LCONCRETE WALK (MnDOT 2521)* 4" AGGREGATE BASE, CL 5 24" APPROVED SUBGRADE INSET A REAR YARD INLET PROTECTION H *MINIMUM CONCRETE WALK THICKNESS IS NO SCALE 4". CONCRETE WALK SHALL BE A MINIMUM OF 6" THICK ACROSS ALL DRIVEWAYS, IN AREAS WITH REGULARLY SPACED DRIVEWAYS, OR AS DIRECTED BY THE CITY ENGINEER. MAY, 2013 MAY, 2013 MAY, 2013 INLET PROTECTION WETLAND BUFFER SIGNS C CONCRETE WALK C I T O F GEN-19 GEN-22 I GEN-10 INIECIN KEO LI�,KcI I �N KES Call 48 Hours before digging: 811 or call811.com Common Ground Alliance FM R Prepared for: DIG DR Horton, Inc. - Minnesota Drawn: DWR 20860 Kenbridge Court, Suite 100 ReCOrd Pmmdn by/date Lakeville, Minnesota 55044 �•\nFipn C\I fnn I aYaAfGMf.FN_1 n Awn MMwI ]lil�n� i'1;A�a� PM Woods Edge Lino Lakes, MN 0005341 DTP02.dwg Date: 04/21/16 Sheet: 9 of 9 Details w ILLLWW lo.h -11 *704;1ily X N low ■■' ®i i■ INN OSB SHEATHING AT ALL GABLES, OR WHEREVER SHAKES & BOARD-N-BATTEN MATERIAL IS USED 1'-6" © COPYRIGHT D.R. HORTON, INC. 2008 These plans, and the concept thereof are the exclusive property of D.R. Horton Inc., And may not be reproduced or used without written consent. 0 12 8 UNIT E o■■ I ■■■ ■■ wn] MEN INS i=moo: ■■ ■■ ■o=o MEN MENE V BETWEEN UNITS 4' O.' 4'-0" FIRE -TREATED FIRE -TREATED PLYWOOD PLYWOOD 8:12 Z w C > W C � 0 0 B B "THE UNION" 5.75:12 I F 5.75:12 1 G 1 I I I I i i i ; - I I i II I - ; i - 1- i - n I I z 1 z 8:12 - iLU w u IIw 5.75:12 0 w z w I = Ir M o o w w II II v II Z 1 w a a w w o o ® ®Ir U_ LL I 0 0 14' RIQGE VENT a a II I II II I 1 II I ; 5.75:12 II 5.75:12 ; I 1 II I i II II 8:12 ; I i 1 8:' 6: 2 I I I I I I i 8:12 8:12 i ; ; i "THE METRO" ROO "THE METRO" F PLAN "THE UNION" 8:12 1 /8"=1'-0" 2 3 4 V V BETWEqN UNITS BETWEEN UNITS 4'-0" 4'-0" 4'-0" 4'-0" FIRE -TREATED FIRE -TREATED FIRE -TREATED FIRE -TREATED PLYWOOD PLYWOOD PLYWOOD PLYWOOD I 5.75:12 PITCH I 5.75:12 PITCH ■■■ �I m'i ■■■ �n m ■■■ ■■■ ■■■ ■■■ ■■■ _ ■■■ _ ■■■ ■■■ _ MEN■■ ■■■ _m ■■■ gyp_ ■■■ C Imo, ■■■ � j jn � ■■■ ■■■ ■■■ ■■■ _ . _ ■■■ mom MENEM■ : ■■■ ■■■ ��� � � ■■■ Ili -i MEN 1�11r11:■I■:■I■:■I■1:1■I■1�1■I■1�1■I■1:1■I■1:1■II Min-, ■■■ ■■■ ■■■ MINI10101101 M10001■■■ ■■■ ■■■ ■■■ ���� ■■■ I■I■1��■1�%��I�a■ IIr1■I■1� - ---- IIr1■I■1�11 6:12 PITCH ADDRESS NUMBER F �I :: ' � ' Imo; � III■I■��I■I■��I■Ir0■I■��I■I■��I■I■��I■I■I ©, ■■IIslr Ise■' .,_ �_...�_....�_....�_...._....� ,► ■ ■ � .,,. ■ II�I111lrlml rl�ll dI ! '■ '■ 11�I �� 1■ �IIYI�I�III�I �■� I�Illi Irl�ll I I I�I�� `�' `� il 11F11:: II I1101 so=moo�� �.I.1.1.1.I lilail ■ I ■ lail I.�.�.�.�.�.�.1; ---1 ���■��'���I■��_ 0 ■ ■ i ©o ■■ ■■ �o—�. o—�� ■■ ■ _ -- -- — �_�:-• ■■ ■■ ©moo_ �o=©■■ � FRONTNOTE: VERIFY # OF RISERS W/ GRADE Aik • 1 /4"=1 '-O„ ■■■ ■■■ ■■■ ■■■ ■■■ IEEE 6:12 PITCH E mom ME Omni MMIN ■■ ■■■ ISO ■■ ■■■ ■■ 12 OSB SHEATHING AT ALL GABLES, OR WHEREVER SHAKES & BOARD-N-BATTEN MATERIAL IS USED 8 0.1 OSUMI NEI 11, - - 1111 � i�■ — — � � — — I_®ice >:�■;I 111F11■ ■ F MEN ME ME ■ ■ ' ' �or0 vivo- - ME NOTE: 1� �1 GRADERISERS W1 0 BASE PLANS REVISED: 5/17/16 FIRE SUPPRESSION SYSTEM INCLUDED "SEE UPONOR PLANS" 2015 BUILDING AND ENERGY CODES 5" VINYL TRIM J Z J Z > CV M > (V M 5" VINYL TRIM TYPICAL WDW & DOOR TRIM AT FRONT ONLY 1 /2"=1'-0" 7-114" —FLR LINE BLOCKING AT LIGHT FIXTURES 1 /2"=1'-0" FLR LINE SIDING LEGEND REF PRODUCT O LAP SIDING "A" © LAP SIDING "B" © N/A O 5" TRIM - VINYL LINEAL OE BOARD & BATTEN OF SHAKE SIDING O 6-1/2" BEAD BOARD LINO LAKES ROW HOMES , 0 DRAWN: 06-02-15 CCC REVISED: 5-17-16-AW X BETWEEN UNITS 4'-0" 4'-0" FIRE -TREATED FIRE -TREATED PLYWOOD PLYWOOD BETWEEN UNITS 4'-0" 4'-0" FIRE -TREATED FIRE -TREATED PLYWOOD PLYWOOD BETWE�N UNITS 4'.0" 4'.0" FIRE -TREATED FIRE -TREATED PLYWOOD PLYWOOD ASPHALT SHINGLES VENT 1/300th OF ROOF AREA 50% TO 80% NEAR RIDGE REMAINDER IN SOFFIT PER MRC SECTION R806 FLASH OVER ALL EXT OPGS © COPYRIGHT D.R. HORTON, INC. 2008 These plans, and the concept thereof are the exclusive property of D.R. Horton Inc., And may not be reproduced or used without written consent. E 36"H. ALUM RAILING PER SPEC. • �00 �00 00 �00� � lump ■ �I IFIN-11 STEEL PANEL OVERHEAD DOOR STEEL PANEL OVERHEAD DOOR I I I I I I I I I I I I I I I I i I I I I i I I ITHE UNION THE METRO L_J L_J L_J L_J L_J RIGHT SIDE ELEVATION 1 /4"=1 '-091 MOON 100000001 min NO 0 OMNI mill,L - J L - J II IIIIII IIII IIIIIIIIIIIIIII _ VVVV Lill 11 MON M 101111 MM ME I I til-illiFtil-illiFtil-11111 111111 n1t1_1111 FLII-IIIIFLIII-IlIFIIIillilm STEEL PANEL OVERHEAD DOOR THE METRO r'% r A 1--% r 1 r\ / A T 1 /'1 A I f 101111101111 111-111111-111111-1111 � lump ■ � lump ■ STEEL PANEL OVERHEAD DOOR I I I I THE UNION L - J LEFT SIDE ELEVATION 1 /4"=1 '-011 SIDING LEGEND REF PRODUCT O LAP SIDING "A" © LAP SIDING "B" © N/A O 5" TRIM - VINYL LINEAL OE BOARD & BATTEN OF SHAKE SIDING O 6-1/2" BEAD BOARD LINO LAKES ROW HOMES 2.0 DRAWN: 06-02-15 CCC REVISED: 5-17-16-AW 0 6x6 TREATED POST 16" CONC. PIER FTG. MIN. 3-6" BELOW GRADE PIER FOOTIN, FOR BOLLARI © COPYRIGHT D.R. HORTON, INC. 2008 These plans, and the concept thereof are the exclusive property of D.R. Horton Inc., And may not be reproduced or used without written consent. BETWEEN UNITS BETWEEN UNITS BETWEEN UNITS I I I I I I I I I I I I i RRin° i I 22'-0" 22'-0" I 22'-0" I 22'-0" -3" 19'-6" 216" 19'-6" 216" 19'-6" 2' 6" 19'-6" '-3" I I I I N I I N 66 TREATED POST PIER FOOTING 16" CONC. PIER FTG. I ® � I FOR BOLLARD _ I MIN. 3'-6" BELOW GRADE ` 66TREATED POST I / 16" CONC. PIER FTG. MIN. T-6" BELOW GRADECp _ BOLLARD -� ------------------------------- - - - - -- 16'-3" M.O. -------+------------------------------------------- 1 16-3" M.O. _ _ • -------------------------------------------� ------------------------------------------�10112" - - - A - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 16-3" 2'-101/2]' 1'-101/2" 16-3" 210g12„ 16-3" M.O. I 16-3" M.O. I I I I I - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - -16' - - �10112" - - - - - - - - - - - - - - - - - - - - - - - - - - -F 2'-f0112' 16'-3" 2'-10�' 16-3" 2'-101�' � 6" THICK, 48" HIGH � ! � 6" THICK, 48" HIGH 12" STEP IN TOP OF FOUNDATION I I I I I I POURED CONC. WALL I I POURED CONC. WALL I I I I I (OMIT CURB AT GARAGE DOOR OPENINGS) I I (OMIT CURB AT GARAGE DOOR OPENINGS) I I I I 20"x8" FTG. I I 20"x8" FTG. I 12" STEP IN TOP OF FOUNDATION 6" THICK, 48" HIGH I I 6" THICK, 48" HIGH I I MIN. T-6" BELOW GRADE I I MIN. T-6" BELOW GRADE POURED CONC. WALL I I POURED CONC. WALL I I I I (OMIT CURB AT GARAGE DOOR OPENINGS) I I (OMIT CURB AT GARAGE DOOR OPENINGS) I I I I 20"x8" FTG. I MIN. 3-6"BELOW GRADE I I I I I I 20"x8" FTG. I MIN. -6" BELOW GRADE I 3' I I I I I I U I V F XC AVA-T P I I I I I U I V F XCAVA� P I I I I I UNFXCAVA-TV I! I I I I I I I UNFXCAVA�P I I I I j I I I I I I I I I 8" THICK, 60" HIGH I I i I I i I 12"THICK, 4'-0"HIGH I i I 12"THICK, 4'-0"HIGH POURED CONC. WALL I I I I I I POURED WALL I I POURED WALL I I I I 20x8 CONC FTG I 20x8 CONC FTG 20"x8" CONC. FTG. 8" THICK, 60" HIGH I ! I I ! I SEE SECTION FOR DETAILS I ! I SEE SECTION FOR DETAILS MIN. T-6" BELOW GRADE POURED CONC. WALL 12" THICK, 4'-0" HIGH I I I I I I I 6" CURB, 2" LEDGE POURED WALL I I I I I I I 20"x8" CONC. FTG. 20x8 CONC FTG j I I j I I I CHANGE IN TOP MIN. T-6" BELOW GRADE SEE SECTION FOR DETAILS I I I I I I I I I I I I OF FOUNDATION WALL I I I I I CHANGE IN TOP I I I I I 10" THICK, 4'-0" HIGH CONC WALL I I I I I 10" THICK, 4'-0" HIGH CONC WALL I OF FOUNDATION WALL I I I 6" CURB, 2" LEDGE EA. SIDE I I 6" CURB, 2" LEDGE EA. SIDE I 20x8 CONC FTG 20x8 CONC FTG I j jir�i I I j I MIN. 3'-6"BELOW GRADE I j I MIN. 3'-6"BELOW GRADE 0" THICK, T-0" HIGH CONC WALL i i 10" THICK, T-0" HIGH CONC WALL i I 22 0„ I I 22 0„ 6" CURB, 2" LEDGE EA. SIDE 6" CURB, 2" LEDGE EA. SIDE 20x8 CONC FTG I I 20x8 CONC FTG I I LIIIIIIII 2 MIN. 3-6" BELOW GRADE iIIIIIIIII iIIIIIIIII IN. 3-6" BELOWGRADE DE M, - - - - - - - - - - - - -NeTE-: FDN-INS1LATION-GARAGE-SIDE -IIIiI -NOTE- E-�F9NHNSUL-ATON @GARAGE SDE - - - - - - 22'-0" 22'-0" oN`III NOTE: FDN. INSULATION @ GARAGE SIDE 221I L- POT�fDN.4NSULAT10N4_ARAGES+DE------- - - - - - JiIIIII --------------i----------------------- _ i -- -------------------- - - --- -� II oNa oNII STEPIN FOOTING � _ r----- - - - _�-- - - - - - - - ----------------- 6"CURB,4"HIGH 6" CURB, 4"HIGH CONC FTG 20x8 CONC FTG20x8 NII II�q 6" CURB, 4"HIGH F STEPIN FOOTING F �1 6" CURB, 4"HIGH STEPIN FOOTING I SEWER& VATER STUB SEWER& UN�XCAVNTP WATER STU420x8 CONC FTG 20x8 CONC FTG I I UN�XCAVASP SEWER& STUB II SEWER&I WATER STUB UN�XCAVMV RADON VENT PIPE F.D. RADON VENT PIPE jI F.D.YVATER I IN FOOTING RADON I VNTPIPE I N 91, RADON P I VENT PIPE I 6" CURB, 4"HIGH VERIFYSTEP 6" CURB, 4"HIGH LOCATIONWI GRADE I I F.D. I ! I I I F.D. I I I I I I 20x8 CONC FTG o I 8" THICK, T-6" HIGH T I I I I I I o 20x8 CONC FTG T 8" THICK, T-6" HIGH I STEP IN FOOTING I I I I VERIFY LOCATION W/ GRADE 4" HIGH II I II I I 6CURB, 4HIGH I POURED CONC. WALL I ANCHOR BOLTS AT 6'O.C. L3 I " I POURED CONC. WALL '-9-' -/ " AT O_-.0 III CONC FTG I II rDoIL II II r 20x8 CONC FTG 8"THICK, 36"HIGH IrII 20x8 CONC. FTG. ------------------- 6„ MPI6 ;SU --_-_-_-_A-N_C-H_O-R -BO_-LT-S 20x8 CONC. FTG.20x8 6„ r ;SUMP8"THICK,36"HIGH ---------- POURED CONC. WALL BOLTS AT 6'O.C. POURED CONC. WALLL- ANCHOR BOLTS AT 6O.0 o- � - - - -ANCHOR �- -L- - � „ „ 3 " 3-9- -/" " 20x8 CONC. FTG. N6 SUMPS 6" = 20x8 CONC. FTG. ` —— — — — — — — — — — — — — — — — _ 7 7 _.CURB, _6-' _J --- — _ _ ' ` ] \ DRAINTILE T - I ! : IJ IT j 16a 0" DRAINTILE 14'-0" - - - - - = - - - - - - - - - - - - - - - - - - _ -------------------------------� = ------ ----- ------------------ J m DRAIN TILE DRAIN TILE L __T___________—_"'SLEEVE DRAINTILE r SLEEVE 6x6 TREATED POST 14'-0" RAINTILE 16` 0' *���D _ _ 16" CONC. PIER FTG. f MIN. 3'-6" BELOW GRADE DRAIN TILE DRAIN TILE m / /' /' 6x6 TREATED POST SLEEVE j SLEEVE 16" CONC. PIER FTG. ` MIN. T-6" BELOW GRADE N 14'-3" T-9" T-9" 14'-3" 14'-3" T-9" T-9" 14'-3" 88' 0" "THE UNION" (END UNIT) FOUNDATION PLAN I I I I I I I I I I I I I I I "THE METRO" "THE METRO" (CENTER UNIT) (CENTER UNIT) FOUNDATION PLAN FOUNDATION PLAN "THE UNION" (END UNIT) FOUNDATION PLAN 111 /4"= V—O" \---W 1 /4"= V—O" \---W 1 /4"= V—O" \---W 1I /4"= V-0" 6x6 TREATED POST 16" CONC. PIER FTG. MIN. 3-6" BELOW GRADE IER FOOTING R BOLLARD ZIP LINO LAKES ROW HOMES 3Ix DRAWN: 06-02-15 CCC REVISED: 5-17-16-AW BETWEEN UNITS BETWEEN UNITS BETWEEN UNITS I I I I I I I I I I I I 00`U FRAMING DIM. 22'-0" 224" 22'-0" 224" 1'-3" 19 6" V-3" i 1'-3" 19 6" V-3" 1'-3" 19 6" V-3" i 1'-3" 19 6" V-3" 6x6 TREATED POST WRAPPED PER SPEC. r---------------------------- --I r------------- - - - - ---------------- - - - --� 6x6 TREATED POST 6x6 TREATED POST �zQ I - - - - - - - - - - - - - - - - - - -- - --- _. j I I - - - -- - - - - -- - - - - -- - - - - -- - - - - -- - - - - -- - - -- MZQ WRAPPED PER SPEC. WRAPPEDPERSPEC. - - - - ------------------------------- - - - --- j --------------------------------------- r------------- - - - - ---------------- - - - - -, r------------- - - - - ------------- - - - - -- -� I 000 w 51/8"X12" OCGLULAM I N z -or EQUIV. BE M (DROPPED) j 5118"X12" OCGLULAM bo w I 6x6 TREATED POST or EQUIV. BE M (DROPPED) N z M z a I I ----- - --- - ----- - ----- - ----- - ----- - ----- - --- - - I ----- - ----- - - - - ----- - ----- - ----- - ----- - ----- - I CAGE&PHONE I I o 0 I I j I WRAPPED PER SPEC. U CABLEI&PH NE -- - -- - - - -- - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SER ICES/ < o SERVICES 1 w 5 118"X12" ROC GLULAM C EQUIV. BE M I oo w 5 118"X12" ROC GLULAM N EQUIV. BE M I 1 0 � I ELEC. b�CK A�OV� I /� \ / ��CK r\�0 V r ELEC. z -or (DROPPED) 6x6 TREATED POST I v I z -or (DROPPED) v I I �1ETER GAS I j METEPI CABLE & PHONE WRAPPED PER SPEC. I I w I BOLLARD 3AS BOLLARD CP SERVICES w o / q I `D PFCK /'V/OV� I I BOLLARD ¢ o I `T b�CK �f30V� ELEC. ELEC./ 1� FER BOLLARD GAS SAS o METEPI 16'-0" x 7'-0" OVERHEAD GARAGE DOOR 16'-0" x 7'-0" OVERHEAD GARAGE DOOR Ig I N I I 16-0" x 7-0" OVERHEAD GARAGE DOOR I I 7F? 16-0" x 7-0" OVERHEAD GARAGE DOOR I I I I I I I I I I I NOTE: I I I NOTE: GYPSUM BOARD GYPSUM BOARD ON ALL WALLS & CEILING I I ON ALL WALLS & CEILING I I NOTE: GYPSUM BOARD I NOTE: I GYPSUM BOARD I DBL 2x6 BRNG WALL ON ALL WALLS & CEILING ON ALL WALLS & CEILING DBL 2x6 BRNG WALL \ \ L J L J 2x6 STUDS AT 16" O.C. 429 SQ. FT. 2x6 STUDS AT 16" O.C. 429 SQ. FT. TREATED BOTTOM PLATE TREATED BOTTOM PLATE GA�AG GA�AG a, J SEE SECTION FOR DETAILS TYPICAL 2x6 GARAGE WALLS a SEE SECTION FOR DETAILS TYPICAL 2x6 GARAGE WALLS T' DBL 2x6 BRNG WALL 4" CONC FLOOR z 4" CONC FLOOR 2x6 STUDS AT 16" O.C. 429 SQ. FT. 429 SQ. FT. SLOPE TO DOORS SLOPE TO DOORS TREATED BOTTOM PLATE NOTEEll: m NOTE: TYPICAL 2x6 GARAGE WALLS SEE SECTION FOR DETAILS J TYPICAL 2x6 GARAGE WALLS J MECHANICAL EQUIPMENT LAvour WILL VARY MECHANICAL EQUIPMENT LAvour WILL VARY '� PER PLUMBING, ELECTRICAL, MECHANICAL, PER PLUMBING, ELECTRICAL, MECHANICAL, 4" CONC FLOOR 4" CONIC FLOOR STRUCTURAL AND/OR SITE CONDITIONS STRUCTURAL AND/OR SITE CONDITIONS SLOPE TO DOORS NOTE: m NOTE: SLOPE TO DOORS m 18" MFD FLOOR TRUSSES r MECH. 1 r MECH. 18" MFD FLOOR TRUSSES MECHANICAL EQUIPMENT LAYOUT WILL VARY PER PLUMBING, ELECTRICAL, MECHANICAL, cx MECHANICAL EQUIPMENT LAYOUT WILL VARY PER PLUMBING, ELECTRICAL, MECHANICAL, N INSTALL PERMFRSSPECS I CHASE I I CHASE I INSTALL PERMFRSSPECS STRUCTURAL AND/OR SITE CONDITIONS STRUCTURAL AND/OR SITE CONDITIONS ABOVE ABOVE 18" MFD FLOOR TRUSSES 18" MFD FLOOR TRUSSES MECH. CHASE I MECH. I CHASE I 11'-11/4" 6'-101/4" 4'-0 1/2.. 4'-0 1/2" 6'-101/4" 11'-11/4" o x WALL INSTALL PER MFRSSPECS INSTALL PER MFRS SPECS L ABOVE j L ABOVE i 2x6 BRNG WALL 2x6 STUDS AT 16" O.C. STUDS M M 2x6 STUDS AT 16" O.C. �� \ TRTD BOTTOM PLATE 11'-1 1/4" 6'-101/4" 4'-0 1/2" 4'-0 1/2 6'-101/4" 11'-1 1/4" TREATED BOTTOM PLATE \ 3'-0" 3'-0" HD-FLR M 2x6 BRNG WALL 0 HD-FLR SILL SILL 113 SQ. FT. 2x6 STUDS AT 16" O.C. N VY IV 2x6 BRNG WALL 2x6 STUDS AT 16" O.C. COCK COCK M TRTD BOTTOM PLATE 3'-0" T-O" V I I\ I TREATED BOTTOM PLATE �2-8 HD-FLR SILL SILL HD-FLR 2-8 COCK COCK t 26 N WH WH 26 0 2-6 2-6 3036 SH 2 8 2 8 7 314" 0 T-4 3/4" H2O METER H2O METER T 4 3/4" 3036 SH 26 WH WH 26 II u\X/ L�x 36"H. SHTRK a � SPRINKLER = SPRINKLER a ^ 36"H. SHTRK FIB X I\00M 2 6 2- �, I\00M STAND HUNG STAND HUNG 1 3/4 3'-4 3/4" H2O METER H2O METER J TOP ON WALL ON WALL TOP 160 SO. FT. a SPRINKLER SHTRK ^ SPRINKLER a = ^ 36"H. SHTRK o BOO M N /% HV HV o M TOP STAND HUNG STAND HUNG TOP / \ z RADON o ' RADON T I \OO ON WALL ON WALL Q J m VENT PIPE �� F. F. M D HV cs z HV �� N ROCK CLOSET CEILING & v BACK WALL AC n n r MACH AC ROCK CLOSET CEILING & BACK WALL N RADON ® ® co - RADON z ERV UNIT MOUNT 5 0 I V I CI" , 0 ERV UNIT -MOUNT /�IC M VENT PIPE o F.D. o F.D. N ii VENT PIPE m AS HIGH AS POSSIBLE n UNFINISHED UNFINISHED AS HIGH AS POSSIBLE ROCK CLOSET CEILING & v ROCK CLOSET CEILING & X - 7 7/8" N - 2x6 LOOKOUT WALL BACK WALL AC ^ q AC BACK WALL 2x6 LOOKOUT WALL r I r- I 1r� 2x6 STUDS AT 16" O.C. AIC 5-0 MACH, MACH, ERV UNIT -MOUNT 2x6 STUDS AT 16" O.C. ° I 3'-51/2" 3'-4 518" 3'-4 5/8" T-51/2" I TRTD BOTTOM PLATE ; SUMP 1 ERV UNIT -MOUNT AS HIGH AS POSSIBLE n UNFINISHED UNFINISHED AS HIGH AS POSSIBLE TREATED BOTTOM PLATE 3'- L- 3 9° ; SUMP 1 -� SIR LEDGE X N 2x6 LOOKOUT WALL 2x6 LOOKOUT WALL r r-� 7 7/8" r--T39 2x6 STUDS AT 16" O.C. 2x6 STUDS AT 16" O.C. �� I 3'-5112" T-4 5/8" 3'-4 5/8" T-51/2" I _ _ TREATED BOTTOM PLATE 3' " I , I " TREATED BOTTOM PLATE 563 GL L- (SUMP -J SIR LEDGE 5636 GL o SUMP 1 1 0 cl AIC � �j �j I �r\CH SUMP DISCH. SUMP DISCH. POPCH LINE OF FLR. ABOVE 5636 GL o I 0 r I N n� THRU PORCH r�OV� LEDGER THRU PORCH oO LEDGER �Ov� LLJ 5636 GL LINE OF FLR. ABOVE I I i i Q z + a z HOOCH SUMP DISCH. SUMP DISCH. Pop I AIC I � o WOOD WOOD � o x w L n THRU PORCH THRU PORCH n oo L I P `0 o I o LU /'\�OV� LEDGER LEDGER A' OV� o o - - - - - - - - - - _: - - a z + a z I � j (2) 2X8 TRTD. (2) 2X8 TRTD. LU o WOOD I WOOD o I (1)2X8 CEDAR (1)2X8 CEDAR P (2) 2X8 TRTD - - - - - �(2) 2X8 TRTD (1)2X8 CEDAR (1)2X8 CEDAR 7-5" 6_7 11 3'd6-8" 7-4" 7-4" 6-8" 6_7" 7-5" 144" 8'-0" 8'-0" 144" 144" 8' 0" 8'-0" 144" 22'-0" 22'-0" 22'-0" 22'-0" 88' 0" Cni ininA inns nine "THE UNION" (END UNIT) LOWER LEVEL PLAN 1 /4"= 1 '—O„ 5Q, FT, LIVING APEA INC, 5TAR5 © COPYRIGHT D.R. HORTON, INC. 2008 These plans, and the concept thereof are the exclusive property of D.R. Horton Inc., And may not be reproduced or used without written consent. "THE METRO" (CENTER UNIT) LOWER LEVEL PLAN 1 /4"=1 '-0„ 50, FT, LIVING MFA INC, 5TAR5 "THE METRO" (CENTER UNIT) LOWER LEVEL PLAN 1 /4"=1 '-0„ 50, FT, LIVING MFA INC, 5TAR5 NOTE: 8'-7" PLATE HEIGHT TYPICAL WDW SIZES GIVEN IN FEET AND INCHES (WIDTH x HEIGHT) TYP. LOWER LEVEL WINDOW HEAD HEIGHT AT 7-0" U.N.O. BEAM & HEADER SIZES TO BE VERIFIED BY SUPPLIERIMFR "THE UNION" (END UNIT) LOWER LEVEL PLAN 1 /4"=1 '-0" 5Q, FT, LUNG APTA INC, 5TAR5 I ITH� UN ON" - IITH� WV01I - �'01'/� C � UN �5� ,48 5Q, FT, F N HN r ,48� 5Q, FT, F N 5H�r 5,��2 5Q, FT, � N 5N�b LINO LAKES ROW HOMES �. DRAWN: 06-02-15 CCC REVISED: 5-17-16-AW a BETWEEN UNITS BETWEEN UNITS BETWEEN UNITS I I I 22'-0" 22'-0" 22'-0" 22'-0" V- " 20'-0" 1'- " V- " 20'-0" V ' 1'- " 20'-0" 1'- „ 1'- „ 20'-0" Li 36"H.RAILING P�CK > CK 36"H.RAILING PER SPEC. WOOD WOOD PER SPEC. 36"H. RAILING C K PER SPEC. WOOD C K 36"H. RAILING PER SPEC. WOOD FIREPLACE VENT TO BE MIN. 6'-0" AWAY FROM PARTY WALL, THRU TRUSS SPACE (SEE DETAIL) 4'-3" 6'_9" 6_9" ]4'-3- FIREPLACE VENT TO BE MIN. 6'-0" AWAY FROM PARTY WALL, THRU TRUSS SPACE (SEE DETAIL) 4'-3" 6'-9" 6,_9„ 4'_3" 5068 SGD 3650 SH 3650 SH 5068SGDTHRU FIREPLACE VENT TO BE MIN. 6'-0" AWAY FROM PARTY WALL, 6'-9" 6'-9" -3" 4' TRUSS SPACE (SEE DETAIL)4'-3" 4'-3" 6'-9" 6'-9" 4'-3" 5068 SGD 3650 SH 3'-7118" 3'-7118" 3650 SH 5068 SGD N GAS FPOPG GAS FP 37"(w)X34-314"(h) 37"(w)X34-314"(h) GAS FP GAS FP RGH OPG 37"(w)X34-314"(h) RGH OPG 37"(w)X34-314"(h) 18"MFD FLOOR TRUSSES 18" MFD FLOOR TRUSSES s�„ INSTALL PER MFRS SPECS AM Y INSTALL PER MFRS SPECS FAM �Y FAM �Y 7 F AM � Y 7/8" 7 718" POOM CPT. 7 p 7/8" I\ OO M CPT. BOOM 773" 77I8" BOOM 7718" 18"MFD FLOOR TRUSSES _ 18" MFD FLOOR TRUSSES INSTALL PER MFRS SPECS CPT. CPT. INSTALL PER MFRS SPECS 7-5 518" 1' " 4'-11 1/4" 2'-3112" 5-7 314" 5-7 3/4" 2'-3112" 4'-11 114" V " 1 7-7112" F-: F-� 0- T-71/2" 1'- " 4'-11 1/4" 2'-3112" 5'-7314" T-73/4" 2'-31/2" 4'-11 1/4" 1'- " 7-55/8" a CPT. / � HD-FLR r� I d - I = I I C] I l i I (v) z ---J I I� Y I J w /1 w z_ I IQ Q a �) 0,; "' I i� K 1 jN FRAME WALL @ ' I I SAME HEIGHT _ N HD-FLR AS BASE CABS T 1 1 M ISLAND WI I LL FLUSH TOP I � U- o 42"HIGH 2X4 HALF WALL WI WOOD CAP \ CPT. m L� I HD-FLR = I I RECYCLE I I r CENTER II �I I L--- z (�) o JI I € w ¢ 1 Y a �1 I z w NI 1 �"LU FRAME WALL a� j SAME HEIGHT A I I K BASE CABINETS I I I HD-FLR 1 I I ISLAND WI I I FLUSH TOP LL -J LU 2" HIGH 2X44HALF WALL WI WOOD CAP CHASE MECH. PED • °' / �� HD FLR 24 PE °° x = CHASE MECH. CPT. " AHD FLR �U- I o r III o f I () z ---J I f I� v z❑ is 1) 0 _ w ' ❑ j U FRAME WALL ((0�) K -� I SAME HEIGHT AS ' I BASE CABINETS HD-FLR I I 1 ISLAND WI I "' ,i FLUSH TOP( L w o 42"HIGH 2X4 HALF WALL WI WOOD CAP CHASE MECH. PED m ~ 2-4 Z HD-FLR 2 4 T-6" " CPT. L HD FLR CHASE r o I MECH. T = I 1 --- III m E III o I I 2 4 j i L--- Z () 2 4 HD FLR r, J� El Y J z C) /- - LL �� j ❑ Cl) w �) ;, I I FRAME WALL @ 1 1 K N SAME HEIGHT 1 1 ' T-6" I n AS BASE CABS I I HD-FLR 4'-0112" T-5112" I 1 1 I ISLAND WI � FLUSH TOP o w 13'-4" ¢ 9 2X4 HALF WALL cs WI WOOD CAP 0� / 2� HD-FLR 2-4 ~ 7' 6" N 7' 6" 3'-5112" T-0112" 4'-0112" T-5112" 3-5112" 4'-0112" o `� ¢ ¢ = 2 '-2' c� z cs z '-2" `� ¢ 13'-4" N RADON VENT PIPE m N m RADON VENT PIPE o 13'-4" N cs N m 13-4 2 m 2„ zJ0HD-FLR RADON ^ A VENT PIPE10 o 2X4 BRNG WALL NrHIGHOHALF T 2X4 BRNG WALL HD-FLR RADON PIPE o TVENT o ALL HD FL42HIGH HD-FLR 2X4 BRNG WALL o 2X4 BRNG WALL HD-FLR KH)-FLR HALF WALL 30"H. LEDGE o MECH CHASE o Nc= o P o � WI WOOD CAP o WIWOODTOP 30"H. LEDGE WI WOOD TOPL 42" HIGH HALF WALL WI WOOD CAP V HD FLR 42"HIGH HALF WALL CV Wl WOOD CAP 2050 SH (TEMP) 3-0 @ 6' 8" A.F.F. 3-0 2050 SH (TEMP) @ 6' 8" A.F.F. _ 2636-3 SH o -9 318" T.O. WDW RGH OPG 2'-2" 3'-4" 2'-6" 2'-6" 3'-4" 2'-2" 8'-0" 2050 SH (TEMP) @ 6'-8" A.F.F. 3 0 3-0 2050 SH (TEMP) @ 6'-8" A.F.F. _ 2636-3 SH T-4" 6'-8" 16361303 11636 SH 2' 8" 4' 0" 4' 0" o 14'-0" 8'-0" 6'-9 318" T.O. WDW RGH OPG o 0 1636 3036 1636 SH 34" 84" 2':8" 2'-2" 3'-4" 2'-6" 2'-6" T-4" 2'-2" 6'-8" T-4" 36"H. ALUM RAILING ¢ > c}� 36"H. ALUM RAILING ¢ > 14'-0" 8'-01, J J 84" 14'-0" "x6" CEDAR COLUMN 14'-0" 36"H. ALUM RAILING 36"H. ALUM RAILING i T-6" T-6" 6"x6" CEDAR COLUMN 6"x6" CEDAR COLUMN T-6" T-6" 6"x6" CEDAR COLUMN 4'-6" T-6" T-6" 4'-6" 14'-0" 8'-0" 8'-0" 14'-0" 14'-0" 8'-0" 8'-0" 14'-0" 22'-0" 22'-0" 22'-0" 22'-0" 8810„ "THE UNION" (END UNIT) MAIN LEVEL PLAN 1 /4"=1 '—O„ 712 5Q, FT, LIVING AP�A INC, 5TAR5 ©COPYRIGHT D.R. HORTON, INC. 2008 These plans, and the concept thereof are the exclusive property of D.R. Horton Inc., And may not be reproduced or used without written consent. "THE METRO" (CENTER UNIT) MAIN LEVEL PLAN 1 /4"=1 '—O„ �25Q, FT, LIVING AP�A INC, 5TAP5 "THE METRO" (CENTER UNIT) MAIN LEVEL PLAN 1 /4"=1 '—O„ 7 2 5Q, Ff, L U NG APEA INC, 5fAR5 "THE UNION" (END UNIT) MAIN LEVEL PLAN 1 /4"= 1 '—O" 7 2 5Q, Ff, L U NG AP�A INC, 5fAR5 NOTE: 8'-1 1/8" PLATE HEIGHT TYPICAL WDW SIZES GIVEN IN FEET AND INCHES (WIDTH x HEIGHT) TYP. FIRST FLOOR WINDOW HEAD HEIGHT AT 6-11 1/8" U.N.O. BEAM & HEADER SIZES TO BE VERIFIED BY SUPPLIER/MFR X 0 N P. 0 M FIREPLACE VENT TO BE MIN. T -0" AWAY FROM PARTY WALL W SIR OUTLET °o 550-TRIM3-BK (REPLACE TRIM KIT DV3732 GAS FP RGH OPG 37" 04-314" PLATFORM r } I T-O" 1 - OPTIONAL - GAS FIREPLACE 1 /4"=1'-O" I TH� UNION'' - , �8� 5Q, FT, FN 5HF P I I TIC W-TO I I -, 46� 5Q, FT, N 5H� b TOfA� (4 UV5) - 5,9�2 50, Ff, N 5H�P LINO LAKES ROW HOMES ^ .O DRAWN: 06-02-15 CCC 4 REVISED: 5-17-16-AW 2 BETWEEN UNITS BETWEEN UNITS BETWEEN UNITS i RRLn" i 7t M 2020-3 FX 0 N M M © COPYRIGHT D.R. HORTON, INC. 2008 These plans, and the concept thereof are the exclusive property of D.R. Horton Inc., And may not be reproduced or used without written consent. CV cD 2020-3 FX I I I 22-0" 22'-0" 22'-0" 22'-0" 9'-9 718" 2'-4 1/2" 9'-9 518" 9'-9 518" 2'-4112" 9'-9 718" 9'-9 718" 2'-4112" 9'-9 518" 9'-9 518" 2'-4112" 9'-9 718" 5-6" 9'-3" 7-3" T-3" 9'-3" T-6" 5-6" 9'-3" 7-3" 74" 9'-3" T-6" 3650 SH 3650 SH 3650 SH TEMP TEMP 3650 SH 3650 SH 3650 SH o N 3650 SH TEMP TEMP 3650 SH 2-4 2-4 2-4 M 2-4 �FbP00M # 2 �CPFDOM # 2 CPT. ��bp00M # bP00M # CPT. �FbP00M # 2 �CPFDOM # 2 N 24 CPT CPT. 24 CPT. # PplOOM bP00M # CPT. 1 „ I/ 4 -0112 5'-9 1/8 5.9118 4.0112' 5 7/8" 5 718" N 2-4 CPT. CPT. 2-4 4'-01 /2" 5'-91 /8" 5'-9118" 4'-0112" 6'-2 318" T-71 /2" CV r T-7112" 6'-2 318" 2-6 2-6 T 34"X60" FBGL S 1-6 1 6 34"X60"FBGLS 6'-2 318" T-71/2" 1-6 2-6 2-6 T-7112" 6'-2 318" OWER BAS 2-6 2 4 0 � 2 4 OW RRGBASE� ffii 2 6 1-6 3OWEFBGLS OWER BAS N0 N 34"X60"FBGLS OWER BAS o _ N n 30" / a # TPH m 30 n / TPH m N 2 4 � 2 4 2 6 n 30„ 30„ n M 2-6 m TPH �� r 4'-2 718" O° o 0 0#21 o 4'-2 718" m 0 �/ \ TPH m O N$ T TPH 20 TPH 0#2 N T m O 1 n /------ 30° o V CPT 22x30 I ATTIC 5 0 FBGL 5 0 FBGL 1 n / I 22x30 V CPT 0 30„ I ATTIC TPH 0 4'-2 718" °° o o °° 4'-2 718" n o �r\ TPH O CESS I o TUB/SHWRN TUB/SHWR o I ACCE CPT. 22x30 I O ATTIC I I o 5-0 FBGL � op 5-0 FBGL 00 1 22x30 I CPT. I ATTIC 2-4 2-4 2X4 WALL ON EDGE 32" LONG 2X4 WALL ON EDGE 32" LONG 2-4 2-4 1 CESS TUBISHWR` N TUBISHWR I ACCE I L— I L-_ WI (2) LAYERS OF 518" GYP BD BEHIND WI (2) LAYERS OF 518" GYP BD BEHIND —J J 2 6 6'-2 318" 5'-9 518" 5'-11 112" T-0112" T-01/2" 5'-11 112" 2-6 5'-9 518" 6'-2 318" V CV 2-4 2 4 2X4 WALL ON EDGE 32" LONG 2X4 WALL ON EDGE 32"LONG 2 4 2 4 WI (2) LAYERS OF 518" GYP BD BEHIND WI (2) LAYERS OF 518" GYP BD BEHIND 5 0 5 0 M 6-2 318" 5'-9 518" 2-6 5'-11 112" T-0119" X-01/2" 5'-11 112', 2-6 11 5'-9 518" 6'-2 3/8" OWI V�I\1 �UD W o�D W OWI VFI\1 5 5Ua 5-0 5-0 M OWNFF5 5U � t;�LD 0 �� �� LD 0 M OWN�F, 5 5U � CPT. 2x WALL x04- CPT. CPT. CPT. RADON RADON x WALL VENT PIPE 74" T-6" VENT PIPE T-5112" 4'-01 /2" M 4'-01 /2" 3'-51 /2" M RADON RADON 71�742" VENT PIPE 7-6" 7'-6" VENT PIPE M N 3' 5112" 4'-01/2" N 4'-01/2" 3' 51/2" M N CV H. 112 WALL N WI WOOD CAP O 42" H.112 WALL WI WOOD CAP N O 42" H. HALF WAL N WI WOOD CAP 42" H. HALF WAL J WI WOOD CAP N —.----- .—'--- -------- 3050 2 SH GIRDER TRUSS 0 — —.—.—.—. ----- .—.---- GIRDER TRUSS Rig 3050 2 SH 0 GIRDER TRUSS 0 GIRDER TRUSS 3050-2 SH 3640 FX OVER 3640 SH (TEMP) (INSTALL 2-2X6 I I 3640 FX OVER 3640 SH (TEMP) (INSTALL 2-2X6 3050-2 SH 3640 FX OVER BETWEEN WINDOWS) B TWEEN WINDOWS) 3640 FX OVER j 3640 SH (TEMP) I 3640 SH (TEMP) (INSTALL 2-2X6 (INSTALL 2-2X6 BETWEEN WINDOWS) BETWEEN WINDOWS) 74" 6-8" 4'-0" T-0" T-0" 4'-0" 6-8" T4' 74" 6'-8" T-0" 4'-0" T-0" T-0" 6'-8" 74" 14'-0" 8'-0" 8'-0" 14'-0" 14'-0" 8'-0" 8'-0" I T-0" 22'-0" 22'-0" 22'-0" 22'-0" I 88W11 I "THE UNION" (END UNIT) UPPER LEVEL PLAN 1 /4"= 1 '-0„ 6�8 5Q, FT, DICING APEA INC, 5TAK5 "THE METRO" (CENTER UNIT) UPPER LEVEL PLAN 1 /4"=1 '-0" 6�8 5Q, Ff, DICING MEA INC, 5TAII?5 - OPTIONAL - SECONDARY OWNERS SUITE 1 /4"=1'-O" "THE METRO" (CENTER UNIT) UPPER LEVEL PLAN 1 /4"= 1 '-0„ C �8 5Q, Ff, DICING APEA INC, 5fAI?5 "THE UNION" (END UNIT) UPPER LEVEL PLAN 1 /4"= 1 '-0" 658 5Q, FT, LIVING AF? A INC, 5fAF5 NOTE: 8'-1 1/8" PLATE HEIGHT TYPICAL WDW SIZES GIVEN IN FEET AND INCHES (WIDTH x HEIGHT) TYP. SECOND FLOOR WINDOW HEAD HEIGHT AT 6-11 1/8" U.N.O. BEAM & HEADER SIZES TO BE VERIFIED BY SUPPLIER/MFR 11 THE UN ON I I - 08� 5Q, Ff, N 5H�b I I THF W'01 1 - 1,48� 50, Ff, F I N 15HCb fOTAL (4 UN 5) - �,9�2 5Q, FT, F N 5H�P LINO LAKES ROW HOMES G.O DRAWN: 06-02-15 CCC J REVISED: 5-17-16-AW a UNIT 1 or WDW #1 30 SQ. FT. WDW #2 (INCLUDES BOX BAY) 45.42 SQ. FT. WDW #3 19.25 SQ. FT. WDW #4 14 SQ. FT. WDW #5 14 SQ. FT. WDW #6 10 SQ. FT. DOOR #7 22.78 SQ. FT. TOTAL FENESTRATION 155.45 SQ. FT. TOTAL FRONT -FACING AREA 587.53 SQ. FT. 155.45 = 26.46% of 587.53 © COPYRIGHT D.R. HORTON, INC. 2008 These plans, and the concept thereof are the exclusive property of D.R. Horton Inc., And may not be reproduced or used without written consent. UNIT 2 or 3 WDW #8 30 SQ. FT. WDW #9 26.25 SQ. FT. WDW #10 19.25 SQ. FT. WDW #11 14 SQ. FT. WDW #12 14 SQ. FT. WDW #13 10 SQ. FT. DOOR #14 22.78 SQ. FT. TOTAL FENESTRATION 136.28 SQ. FT. TOTAL FRONT -FACING AREA 517.12 SQ. FT. 136.28 = 26.35% of 517.12 UNIT 79 V 185 8:12 Z w C > C LU 0 0 B B "THE UNION" 2 3 BETWEEN UNITS BETWEqN UNITS 4'-0" 4'-0" 4'-0" 4'-0" FIRE -TREATED FIRE -TREATED FIRE -TREATED FIRE -TREATED PLYWOOD PLYWOOD PLYWOOD PLYWOOD FRONT ItLEVATION 1 /4"=1 '-O„ II n i - n II 4.41 i i n J z 8:12 I - I - - 8:12 — w w i w z II p w w LU H c� c� II 5.75:12 I M w LL W U_ w w II II v II O O z W J J W II } II F II ® ® � w w F � W w ® ® o 0 14' RIgGE VENT a II II II I I ; 5.75:12 II 5.75:12 II 5.75:12 I II 5.75:12 II II II II II 8:12 8:12 II II 12 6: 2 8:12 8:12 6 2 8:12 8:12 I I ; I I A E A E "THE METRO" ROO "THE METRO" F PLAN 1 /8"=1'-0" BETWEEN UNITS 4'-0" 4'-0" FIRE -TREATED FIRE -TREATED PLYWOOD PLYWOOD ii "THE UNION" 8:12 FLR LINE FLR LINE BASE PLANS REVISED: 5/17/16 FIRE SUPPRESSION SYSTEM INCLUDED "SEE UPONOR PLANS" 2015 BUILDING AND ENERGY CODES 5" VINYL TRIM J Z J z > CV M > (V M 5" VINYL TRIM TYPICAL WDW & DOOR TRIM AT FRONT ONLY 1 /2"=1'-0" BLOCKING AT LIGHT FIXTURES 1 /2"=1'-0" SIDING LEGEND REF PRODUCT O LAP SIDING "A" © LAP SIDING "B" © N/A O 5" TRIM - VINYL LINEAL OE BOARD & BATTEN OF SHAKE SIDING O 6-1/2" BEAD BOARD 11 LINO LAKES ROW HOMES 1.0 DRAWN: 06-02-15 CCC REVISED: 5-17-16-AW NJ i a Q J J z 00 � � J VICTORIAN GRAY VICTORIAN GRAY HARVARD SLATE HARVARD SLATE WHITE WHITE WHITE M. POP z w Q m 06 0 ry Q O 0o z 2 IN E Q U i CL Q J J z V) w J r V) z J O U z O MIDNIGHT BLUE STERLING WHITE MIDNIGHT BLUE STERLING WHITE Q U i CL Q J J z V) w J r I V) z J O U z O IRON STONE STERLING WHITE IRON STONE STERLING WHITE CL Q J J z z w Q m 05 0 Q O m z i Q U i CL Q J J z V) w J r I U) z J O U z O WICKER HARVARD SLATE WHITE WICKER Ad HARVARD SLATE WHITE WHITE IL Q J J z z w Q m 05 0 Q O m z i Q U i CL Q J J z V) w J r I U) z J O U z O SAND NATURALCEDAR WHITE SAND PEBBLE CLAY IN;III WHITE IL Q J J z z w Q m 05 0 Q O m z i Q U STAFF ORIGINATOR: P & Z MEETING DATE: REQUEST: CASE NUMBER: APPLICANTS: OWNERS: REVIEW SCHEDULE: PLANNING & ZONING BOARD AGENDA ITEM 5C Kendra Lindahl, Landform June 8, 2016 PUBLIC HEARING: Clearwater Creek Business Park -United Properties Distribution Facility Rezoning and PUD Development Stage Plan/Preliminary Plat RZ2016-002, PD2016-003 and PP2016-004 United Properties Distribution 3600 American Blvd W #750 Bloomington, MN 55401 Rehbein Properties Complete Application Date: May 16, 2016 Environmental Board Meeting: June 29, 2016 EDAC Meeting: June 2, 2016 Park Board Meeting: N/A P & Z Board Meeting: June 8, 2016 and July 13, 2016 City Council Work Session August 1, 2016 City Council Meeting: August 8, 2016 60-Day Review Date: July 15, 2016 60-Day Extension: September 13, 2016 BACKGROUND The applicant has submitted a land use application for a Rezoning to Planned Unit Development (PUD) and PUD Development Stage/Preliminary Plat review. The proposed development is for Clearwater Creek Business Center located in the northeast quadrant of Cedar Street and 21st Avenue. I-35E is the eastern border of the site. The 56.45 acre site is bisected by Judicial Ditch No. 3 (Clearwater Creek), which separates the northern third of the site from the remainder. The applicant is proposing to create 1 lot and 2 outlots. Lot 1 would be developed with a 402,000 square foot distribution center and the outlots would be available for future development. The Land Use Applications are: • Rezone property from General Business (GB) and Light Industrial (LI) to Planned Unit Development (PUD) • PUD Development Stage Plan/Preliminary Plat ANALYSIS Existing Site Conditions The survey shows the Judicial Ditch No. 3 (Clearwater Creek) and adjacent floodplain. There appear to be numerous wetlands on site, a wetland delineation has been submitted. There are a number of wetlands scattered throughout the site and many of those are shown as being impacted by improvements. The site is relatively flat and is primarily cultivated fields. There are small wooded areas in the southwest corner, adjacent to the ditch and within the wetlands. Xcel Energy has an easement across the south portion of the site for an electric transmission line. There is an existing billboard (off -premise sign) in the northeast portion of the site. Off -premise signs are prohibited by Section 1010 of the City Code. This appears to be a legal, non- conforming sign, which is allowed to remain. A lift station is located in an easement in the northwest portion of the site. Land Use and Zoning The property north of JD 3 is guided Commercial on the 2030 Future Land Use Map and zoned General Business. The property south of JD 3 is guided Industrial and zoned Light Industrial. The applicant is requesting approval of a PUD to allow flexibility from some of the Industrial standards. This is discussed later in the staff report. Parks, Trails, Open Space and Recreation The parks chapter of the Comprehensive Plan has no parks or off -road trails planned on or adjacent to this property. Park dedication would be cash in lieu of land for this site. The park dedication fees will be due with the final plat. Current fees are $2,175.00/acre. Transportation Plan Goals of the Transportation Plan include providing connectivity, improving traffic flow, ensuring safety and street maintenance and coordinating transportation systems with adjacent jurisdictions. The site was included in the I-35E Corridor AUAR, which included a number of planned improvements as development occurs. 2 The plans show an extension of 2Is' Avenue south to Cedar Street. The City has spoken to the applicant and has asked that 21 st Avenue be extended to serve the site, but that the connection to Cedar Street not be made until Cedar is improved. The plans generally show dedication of 40 feet of right-of-way (ROW) for 21st Avenue and 33 feet of right-of-way for Cedar Street. A 40 foot'/2 ROW is required for Cedar Street. However, the plans show an exception within the 40 foot'/2 ROW on the northern portion of 21st Avenue. This appears to be an issue with the title work and must be corrected to ensure that the ROW is dedicated to the city with clear title. The applicant provided a traffic study but the analysis not address the AUAR requirements to ensure that the planned improvements to 21st Avenue would be adequate to support the project in advance of the planned connections to Cedar Avenue and Fairview. The applicant has indicated that they wish to construct 215t Avenue as part of this project. The applicant will be responsible for obtaining the full 80 feet of right-of-way and any necessary easements. A 40-foot'/2 right-of-way will be required to be platted with this project and the applicant must obtain a 40-foot easement for streets, drainage and utilities on the Centerville side of the street. The street project will include a crossing over JD3, wetland impacts and floodplain impacts. The applicant will be responsible for obtaining these permits. The City Engineer's memo notes that additional information is required to facilitate these permits. The site plan shows two new accesses for Lot 1. The southern access straddles the lot line between Lot 1 and Outlot B. An access easement agreement between the affected properties must be provide to allow this shared access. The applicant should provide turning radius exhibits to show that the vehicles can maneuver through the site to the docks and to the storage areas. Staff finds that the single access via 2 1 " Avenue would be adequate for the development of Lot 1 and a secondary access is not required. Floodplain A portion of the site (primarily adjacent to JD3) is in the FEMA floodplain. Section 1103 of the City Code provides standards for development in the floodplain. While it does not appear that development of Lot 1 will impact the floodplain, the required improvements to 21 st Avenue will have flood impacts that will require mitigation. The applicant must provide more information, including a Letter of Map Revision and an exhibit showing no net fill, for review and approval. Wetlands There are number of wetlands delineated on site and in the area where the 2Is' Avenue improvements are planned. It appears that there are wetland impacts from the street project and the development on Lot 1. The Rice Creek Watershed District (RCWD) is the LGU for the Wetland Conservation Act. At the May 31st meeting with the city and RCWD, the applicant indicated that they intended to prepare a full watershed application on June 61h for a July 27th RCWD board review. 3 Sanitary Sewer and Water Municipal water is available in 21" Avenue and will be extended to the site. Sanitary sewer will be extended north from Cedar Avenue. This infrastructure must be coordinated with the planned construction of 2 1 " Avenue. The City Engineer's memo included detailed comments and requirements. Zoning The property north of JD 3 is zoned General Business, the property south of JD 3 is zoned Light Industrial and will be rezoned to PUD-Planned Unit Development. The PUD development process implements the goals and policies of the comprehensive plan by promoting a desirable and creative environment that might be prevented through the strict application of City zoning and subdivision regulations. The PUD would generally comply with the underlying zoning standards: LI standards GB standards Proposed Lot 1 * * Min. Lot Size 1 acre 20,000 sq. ft. 27.85 acres Min. Lot Width 100 feet 100 feet 2,647 feet Setbacks 50 feet from 40 feet from Front — building collector/Arterial collector/Arterial 83 feet 30 feet from local street 30 feet from local street Front — parking 15 feet 15 feet 15 feet Rear — building 15 feet 30 feet N/A Rear — parking 5 feet 10 feet N/A Side — building 10 feet 10 feet Side —parking 5 feet 10 feet 35 feet From property guided 75 feet 35 feet 115 feet residential 40 feet on side/rear lot Not Provided. Required Landscape Buffer abutting ROW or N/A on North, West and residential /commercial East of Lot 1. guided property Max. building 45 feet* 45 feet 36 height Max. impervious 75% 75% 65.8% *except as allowed by § 1007.043 **Lot 1 setbacks are based on the site plan received May 16, 2016. If the ROW increases, the setbacks will be affected. M Outside Storage The proposed warehouse distribution center is a permitted use in the LI district. As part of this request, the distribution center is showing outside storage of trailers. The trailers would park at the loading docks and the plans also show longer term parking/storage areas for trailers on site. Open and outdoor storage (not outdoor sales lots) are allowed only if they meet the following standards: 1. The designated storage area shall comply with all building setback requirements for the district. Outside storage is prohibited between the principal structure and any public right-of-way. The site complies. 2. The storage area is landscaped and screened from view of adjacent uses and public rights -of -way via a fence and greenbelt planting strip, in accordance with §1007.043 (17)()9 of this Ordinance. The plans show a security fence but no details are provided. It is unclear whether or not the fence will provide any screening. The applicant shall provide more detailed information. The proposed landscaping does not appear to meet these requirements. The applicant should evaluate the species and ensure that full screening of the outside storage areas are provided. Cross sections should be provided to show compliance. 3. The entire storage area is fenced and secured in an appropriate manner. The plans show a security fence but no details are provided. It is unclear whether or not the fence will provide the required security. 4. The storage area is blacktopped or concrete surfaced, unless an alternative wear - resistant material is determined by the City Engineer to be suitable to control dust and drainage and is specifically approved by the City Council. The storage area on the south side of the building and the future storage area on the north appear to be planned as bituminous pavement with curb and gutter. Detailed information must be provided for review. 5. The storage area does not take up parking space or loading space as required for conformity to this Ordinance and is not located in the front yard. The storage area does not take up parking or loading space. 6. The property shall not abut I-35W or I-35E. The property does abut I-35E and the PUD is requested to allow flexibility from this requirement. 5 7. The ratio of storage area to building footprint shall not exceed 2.5:1. 8. All parking, loading and truck staging activities shall occur on site. On -street parking and loading associated with the use is prohibited. 9. Storage shall not include material considered hazardous under Federal or State Environmental Law. Additional information should be provided by the applicant to confirm this, but it is staff s understanding that the storage is area of for empty trailers waiting to be loaded. General Design and Construction Standards Architecture Section 1007.043 provides architectural standards for commercial and industrial buildings. Specifically: 1. All sides of the principal and accessory structures are to have essentially the same or a coordinated harmonious finish treatment pursuant to §1007. 043 (2) of this Ordinance. The plans show only a principal building at this time. Any accessory structures must be shown on the plans and must be compatible. 2. Exterior wall surfaces may be a combination of materials including brick, stucco, EFIS (exterior finish insulation system), textured, colored or decoratively finished pre -cast or poured -in -place concrete panel, textured concrete masonry units, natural stone, manufactured stone, transparent, tinted or low -reflective glass, or decorative metal cladding. The building complies with this standard. 3. Stucco or EFIS shall constitute no more than thirty (30) percent of the primary, front building elevation, and no more than sixty (60) percent of any side or rear building elevation. Stucco or EFIS shall not extend closer than three (3) feet to the ground plane. The building is precast concrete panels. No EFIS or stucco is proposed. 4. Decorative metal cladding refers to decorative, metal cladding systems such as copper, zinc, titanium, stainless steel and painted steel components fixed to the outside of the primary wall system. Complete or partial buildings comprised of structural metal wall panel systems that act as the primary wall system, or as a complete wall system such as pole barns or similar structures common to agricultural or industrial storage uses are prohibited. 2 N/A S. Buildings shall have a well-defined base, middle and top. The base should appear visually distinct from the middle and top part (cornice) of the building through the use of a change in building materials, color, window shape or size, an intermediate cornice line, sign band, an awning, or similar techniques. The plans generally show compliance but material samples must be provided. Elevations should be provided for the street facing elevations (east and west) as well as the submitted rendering for the north and south. 6. Earth tone colors of exterior materials shall be required. "Earth tone colors " shall be defined as any various soft colors like those found in nature in soil, vegetation, etc. Such colors are limited to various shades or tints of brown, black, gray, tan, beige, brick red, soft green, soft blue, or white. The plans show gray, gold and white elevations, which complies with ordinance standards. 7. Ten (10) percent of the building facade may contain contrasting colors. Contrasting colors shall be those colors not defined as earth tones. The proposed gold accent meets this requirement. 8. All mechanical equipment, such as air handling units located anywhere on the property, including rooftop equipment, shall be screened from view from adjacent streets, public rights of way, and adjacent properties. No mechanical equipment is shown. Additional information must be provided to show compliance. 9. Where a site abuts a residential property, the location of air handling and other equipment must take into account the potential for noise and other impacts on the residential property. While Lot 1 is not adjacent to residential property, there is no other building to provide a transitions or buffers until Outlot B is developed. The developer's plans should indicate where this equipment will be located. Trash/Recycling The plans must be revised to show trash/recycling areas. The ordinance requires all refuse, recyclable materials, and necessary handling equipment including but not limited to garbage cans, recycling bins and dumpsters shall be stored within the principal structure, within an accessory building, or totally screened from eye level view from all neighboring uses and the 7 public right-of-way. Exterior storage of refuse and recyclable material shall require the following: Exterior wall or fence treatment shall be similar and/or complement the principal building. 2. The enclosed trash and/or recycling receptacle area shall be located in the rear or side yard and shall observe all applicable setback requirements and easements. 3. The trash and/or recycling enclosure must be in an accessible location for pick up hauling vehicles. 4. The trash and/or recycling receptacles must be fully screened from view of adjacent properties and the public right-of-way by a fence or wall of at least six (6) feet in height and a minimum opaqueness of eighty (80) percent. Parking The Code requires 201 stalls for this 402,000 square foot building. The plans show only 128 parking stalls. The site plan shows 148 proof of parking stalls (120 near 21" Avenue and 24 adjacent to I-35E). The ordinance allows the City to approve a parking reduction if the applicant can demonstrate that the use will have a peak parking demand less than the required parking. The applicant must provide information to support this request. The parking stall meet or exceed the ordinance dimensional requirement for stalls, which require a minimum of 9' x 18' with a 24' wide drive aisle. The parking areas are screened as required by ordinance. Lighting The Zoning Code regulates outdoor lighting. A photometric plan must be submitted to the City to ensure compliance with the ordinance standards: Any lighting used to illuminate a structure, an off-street parking area, or other area shall be arranged so as to deflect light away from any adjoining residential property or from any public right-of-way. All lighting shall be installed in accordance with the following provisions: a. The luminaire shall contain a cutoff which directs and cuts off the light at an angle of ninety (90) degrees or less. b. Light sources shall not be permitted so as to light adjacent property in excess of the maximum intensity defined in § 1007.043 (6)(d) of this Ordinance. c. Architectural/historical light fixtures that feature globes that are not shielded, or lighting of entire facades or architectural features of a building may be approved by the City Council. In no case shall the light affect adjacent property in excess of the maximum intensity defined in § 1007.043 (6)(d) of this Ordinance. d. The maximum height of the fixture and pole above the ground grade permitted for light sources is thirty (30) feet. A light source mounted on a building shall not exceed the height of the building. In no case shall the height of a light source mounted on a pole or on a building exceed the height limits of the zoning district in which the use is located, unless allowed by conditional use permit. e. The light source of an outdoor light fixture shall beset back a minimum often (10) feet from a street right-of-way and five (5) feet from an interior side or rear lot line. f. No light source shall be located on the roof unless said light enhances the architectural features of the building and is approved by administrative permit. g. The use of outdoor lighting for parking lots serving commercial and industrial businesses shall be turned off one (1) hour after closing, except for approved security lighting. h. All illuminated on -premise signs for advertising purposes shall be turned off between 12:00 AM and sunrise except that said signs may be illuminated while the business facility on the premise is open for service. i. Direct or reflected glare from high temperature processes such as combustion or welding shall not be visible from any adjoining property. Subdivision Ordinance Conformity with the Comprehensive Plan and Zoning Code The preliminary plat is consistent with the district standards for the LI and GB districts as noted above. However, additional right -of way is needed for Cedar Streets, which could require modifications to the plan. As noted above, a 40-foot foot easement is required on the Centerville side of 21st Avenue. Blocks and Lots The plan shows 1 lot and 2 outlots. Lot 1 is the 27.85 acres located south of JD 3 and is planned as a 402,000 distribution center. Outlot A is 15.66 acres and is located north of JD 3. Outlot B is 10.07 acres and is directly north of Cedar Street. Easements Standard drainage and utility easements at least 10 feet wide are provided along all lot lines. Drainage and utility easements shall also be dedicated for wetlands and 10 feet above the high water level over stormwater drainage ponds. Drainage and utility easements are also shown as being dedicated over JD 3. A minimum 50-foot conservation easement shall be provided on both sides of the creek, the easement on the north shall be provided when Outlot A is platted as a lot. 9 Additionally, this conservation easement should cover the area between the stormwater pond on Lot 1 and creek. Mitigation will be allowed in this conservation easement area. An Xcel easement extends across the southern portion of Outlot B. Storm Water Management and Erosion and Sediment Control The plans show a new stormwater pond in the northwest corner site draining into JD 3. The City Engineer's memo has several comments regarding this plan that must be addressed. Utilities Public water, sanitary and storm sewer utilities will be installed within the development. The City Engineers memo has several comments that must be addressed. Tree Preservation The goal of tree preservation is to minimize unnecessary loss of habitat, biodiversity and forest resource and to replace removed trees in areas where tree cover is most critical. There limited trees on site, and it appears that many of those could be preserved. The applicant should provide a detailed tree preservation plan to ensure compliance with the ordinance. The Environmental Coordinator will review the Tree Preservation Plan and make suggestions for removal of hazardous or unhealthy trees. Landscaping The proposed landscape plan meets the minimum number of trees and shrubs required by ordinance. However, staff has concerns about the species chosen and the Environmental Coordinator will provide detailed comments as part of the Environmental Board review on June 29th. Where screening is required, the code suggest that a combination of landscaping and berms be used to provide screening. The PUD flexibility is requested to allow outside storage adjacent to I-35E and we would like to see a more comprehensive screening plan to screen the outside storage from I-35E, 21st Avenue and the residential area south of Cedar Avenue. A staggered double row of trees and/or fencing or berming could be used to increase this screen. All continuous year round planting screens shall require at a minimum a double row of plants with triangulated spacing. Planting plans shall include species which are sized to appropriately screen visibility within five years of planting. Small shrubs shall be a planted at a maximum interval of 3' on center; medium shrubs shall be planted at a maximum interval of 4' on center; and large shrubs shall be planted at a maximum interval of 6' on center unless; otherwise authorized by the City. The applicant should provide a cross section or elevation showing the effectiveness of the screen. 10 Alternative Urban Areawide Review (AUAR) The site is within the 2005 I-35E Corridor AUAR environmental review boundary. The AUAR was updated in June 2015. The site is generally in compliance with the land use options evaluated in the AUAR. However, the AUAR includes a mitigation plan that assumes certain improvements, including streets, floodplain, wetlands and creek impacts. The City Engineer comment letter dated June 2, 2016 includes a number of comments about what is needed to show compliance with the AUAR. Next Steps If the request is approved, the next step would be a land use application for PUD Final Plan/Final Plat approval. FINDINGS OF FACT As noted in this report, the project is generally consistent with the land use and zoning requirements for the site, but there are a number of significant issues that must be addressed prior to approval. The following are Findings of Fact as related to the land use decisions for the Rezoning and PUD Development Stage Plan/Preliminary Plat. Section 1007.015 Administration: Amendments and Rezonings The property is currently zoned R, Rural and R-BR, Rural -Business Reserve and shall be rezoned to PUD-Planned Unit Development. Per Section 1007.015 (5), the Planning and Zoning Board shall consider possible adverse effects of the proposed rezoning and its judgement shall be based upon, but not limited to, the following factors: 1. The proposed action has been considered in relation to the specific policies and provisions of and has been found to be consistent with the official City Comprehensive Plan. 2. The proposed use is or will be compatible with present and future land uses of the area. 3. The proposed use conforms with all performance standards contained in § 1007.024 of the City Code. Section 1007.024 PUD, Planned Unit Development The applicant has not submitted a specific request for the areas where PUD flexibility is requested, except to note that it is their desire to allow outside trailer storage adjacent to I-35E, which is not allowed. The applicant should prepare a complete narrative describing the project, the requested flexibility and the benefits of the project. The narrative should note how the project complies with Section 1007.024(1) (PUD Purpose and Intent) which allows deviation from the strict provisions of this Ordinance related to setbacks, heights, lot area, width and depths, yards, etc., by conditional use permit or a mixture of uses by rezoning to a PUD District, is intended to encourage: 11 1. A development pattern in harmony with the objectives of the Comprehensive Plan. 2. Innovations in development that address growing demands for all styles of economic expansion, greater variety in type, design, architectural standards, and siting of structures through the conservation and more efficient use of land in such developments. 3. The preservation and enhancement of desirable site characteristics such as existing vegetation, natural topography and geologic features and the prevention of soil erosion. 4. A creative use of land and related physical development which allows a phased and orderly transition of varying land uses in close proximity to each other. 5. An efficient use of land resulting in smaller networks of utilities and streets thereby lowering development costs and public investments. 6. Promotion of a desirable and creative environment that might be prevented through the strict application of City zoning and subdivision regulations. RECOMMENDATION Staff recommends continuation of the public hearing for Rezoning, PUD Development Stage Plan/Preliminary Plat to allow further review of the project. Preliminary comments to be addressed prior to next Planning & Zoning Board meeting were noted in this staff report and the attached comments from the City Engineer and MnDOT. ATTACHMENTS 1. City Engineer's memo dated June 2, 2016 2. MnDOT letter dated June 2, 2016 3. Zoning Map 4. Future Land Use Map 5. Aerial location map 6. Sunde Survey received May 16, 2016 7. Sunde Preliminary Plat received May 16, 2016 8. Plowe Engineering plans (sheets CO — C3.2) received May 16, 2016 9. Lampert Architects Plans (sheets Al —A3.2, L1) received May 16, 2016 12 A WSB Building a legacy —your legacy. Memorandum To: Katie Larsen, City Planner From: Diane Hankee PE, City Engineer Date: June 2, 2016 Re: Clearwater Creek Business Park (United Properties Distribution) Plan Review WSB Project No. 2988-200 701 Xenia Avenue South Suite 300 Minneapolis, MN 55416 Tel: 763-541-4800 Fax: 763-541-1700 We have reviewed the Preliminary Plat documents dates and submitted on May 16, 2016 for United Properties in Lino Lakes, MN prepared by Plowe Engineering, Inc. The following are our review comments that should be responded to in writing by the applicant. Reference the City's 2016 General Specifications and Standard Detail Plates for Street and Utility Construction with the Final Plat and plan submittal. Include all applicable City Standard Detail Plates. A. SITE PLAN REVIEW GRADING, EROSION AND SEDIMENT CONTROL 1. The applicant is to submit a Stormwater Pollution Prevention Plan. 2. Benchmark elevation locations need to be shown on the grading plan. 3. Emergency overflow elevations for the proposed pond need to be shown on the plans. 4. The applicant is to submit a geotechnical evaluation of the site. 5. FEMA floodplain limits need to be included on the grading plans. 6. Existing and proposed contours and spot elevations need to be more legible. 7. Erosion control measures are not clearly identified. Reference City Standard Detail GEN-16 (silt fence), GEN-17 (rock construction entrance), GEN-18 (sediment control logs), and GEN-19 (inlet protection) for all erosion control measures Equal Opportunity Employer wsbeng.com \\mspfsv02.lps.Imal\Studios\Active Projects\CLL16007 - Clearwater Creek Business Park in Lino Lakes MN\From Others (Original Data)\20160602 Engineering Review Lino Lakes United Properties.docx Ms. Katie Larsen June 2, 2016 Page 2 8. Silt fence and/or sediment control logs need to be shown at all wetland locations where construction is proposed and/or nearby and show silt fencing between proposed pond and existing drainage channel where storm sewer is shown. 9. Identify seeding and restoration of disturbed areas. 10. Include HWL, NWL, and bottom elevation in pond detail. 11. Identify Gopher State One Call Ticket Number to verify all existing utilities are identified on the plans. 12. General Notes updates: • Update note 3 to identify the latest version of the City General Specifications and Detail Plates dated 2016. Update note 4 to identify a minimum notification to the City Public Works of 72 hours (not 48). 13. Water Main Notes updates: Update note 2 to the following verbiage: Maintain 24-inch minimum vertical clearance between sewer and water main crossings. Maintain 10-foot horizontal clearance between water main and sewer. • Update note 4 to remove the "if applicable" note. 14. Sanitary Sewer Notes updates: • Add the following note: Sanitary sewer pipes to be joined to the sanitary manholes with approved resilient rubber joint to make them gas tight or water tight. Connections to existing sanitary manholes shall be core drilled. 15. Storm Sewer Notes updates: • Update note 4 to include the following verbiage: All joints to be wrapped with geotextile fabric (STR-11). 16. The project plans need to include Erosion Control Notes. 17. The applicant shall review the southwest corner of the north parking lot which may have standing water as proposed. 18. Identify boulevard grades to verify minimum grade of 2% and maximum of 4:1 slopes. 19. Minimum bituminous surface grade of 1% NOT achieved at access road along the east side of the building (0.5%) or along the north side of the building (0.85%). \\mspfsv02.lps.local\Studim\Aaive Projects\CLL16007 - Clearwater Creek Business Park in Lino Lakes MN\Prom Others (Original Data)A20160602 Engineering Review Lino Lakes United Properties.docx Ms. Katie Larsen June 2, 2016 Page 3 20. Include additional drainage arrows within south parking lot to verify slopes do not exceed 4%. 21. The applicant shall provide a typical section for the proposed parking lot /access. STORMWATER MANAGEMENT We reviewed the Stormwater Drainage Report for United Properties, dated May 16, 2016, and provided by Plowe Engineering, Inc. and have the following comments: 1. Provide drainage area maps for existing and proposed conditions. 2. The HydroCAD total drainage areas between existing and proposed conditions do not match. 3. The stormwater treatment basins shall be separate for the site and street impervious areas. FLOODPLAIN Project affects the FEMA floodplain. The applicant shall obtain a Letter of Map Revision and provide the application to City. 1. The applicant shall provide an exhibit showing no net fill in the floodplain. WETLANDS Rice Creek Watershed District is the LGU to review and approve the wetland delineation. Thus we have not reviewed for the Wetland Conservation Act (WCA). 1. The project proposed impacts to existing wetlands it is anticipated that a mitigation plan will be required. The applicant will need to receive RCWD approval of wetland delineations and buffers. ENVIRONMENTAL An AUAR was completed for the project area in 2005 and updated in 2015. The review is being addressed by the City's planning consultant. See the transportation section for pertinent comments. WATER SYSTEM 1. Gate valve, hydrants and fitting locations need to be labeled with station and offset. 2. The proposed hydrant spacing exceeds 300-foot minimum (greater than 500 feet) and should be reviewed by the City's Deputy Director of Fire. \\mspfsv02.lps.local\Studim\Aaive Projects\CLL16007 - Clearwater Creek Business Park in Lino Lakes MN\Prom Others (Original Data)A20160602 Engineering Review Lino Lakes United Properties.docx Ms. Katie Larsen June 2, 2016 Page 4 3. Extend the proposed watermain along the east and connect to the proposed watermain at the north and south sides of the building to loop the system. 4. Include note that watermain including valves, fittings, hydrants, and appurtenances are to be wrapped in polyethylene film. 5. Show horizontal separation on plans between sanitary sewer and watermain as 10' min. SANITARY SEWER SYSTEM 1. Possible conflicts include the storm sewer crossing near the connection of the sanitary sewer and the building and at approximately 22+00 within the roadway. 2. A cleanout will need to be added between the connection of the 8-inch service and the manhole to the west as the length of the service exceeds 70 feet. 3. Show the installation of tracer wire for sanitary service. STORM SEWER SYSTEM 1. Provide storm sewer calculations and drainage area maps with your construction plan submittal to verify the size of pipes and spacing of catch basins. The storm pipe diameters, pipe lengths, and pipe grades need to be identified on the plans. 2. The storm sewer is shallow throughout the project site. The applicant shall include City Standard Detail Plate STR-2 and STR-10 regarding shallow pipe installation. 3. The applicant shall provide detail for Pond Outlet (weir) Structure. B. PUBLIC ROADWAY REVIEW GRADING, EROSION AND SEDIMENT CONTROL Same comments as the site plan with the addition of: 1. The east side boulevard shall be graded to accommodate a future trail 2.5 feet behind the curb. This should be included in the cross sections. 2. The roadway plans need to include a plan profile and cross sections every 50 feet and identify boulevard grades to be minimum grade of 2% and maximum of 4:1 slopes. STORMWATER MANAGEMENT Same comments as the site plan with the addition of: \\mspfsv02.lps.local\Studim\Aaive Projects\CLL16007 - Clearwater Creek Business Park in Lino Lakes MN\Fr m Others (Original Data)A20160602 Engineering Review Lino Lakes United Properties.docx Ms. Katie Larsen June 2, 2016 Page 5 Please address how existing western ditch flows along Fairview Avenue extension will be accommodated along proposed 21 st Avenue. FLOODPLAIN Same comments as the site plan with the addition of- 2. The proposed crossing over Clearwater Creek will need to accommodate the future sidewalk/trail extension. 3. The proposed crossing will require a No -Rise Certificate submitted to the City in order to document no change to the floodplain elevations. WETLANDS Same comments as the site plan with the addition of- 21" Avenue is proposed to be a temporary cul du sac ending at the south parking lot. The roadway would be extended down to Cedar Street in the future. As part of the future road extension RCWD is requiring a wetland sequencing plan for the roadway alignment all the way to Cedar. The applicant is to work through the process with the RCWD. ENVIRONMENTAL 1. No additional comments. WATER SYSTEM 1. Water main needs to be shown in plan and profile views. 2. Additional gate valves required east of wet tap into existing 16-inch water main. Verify gate valve location outside of curb and gutter. 3. Include note that all watermain including valves, fittings, hydrants, and appurtenances is to be wrapped in polyethylene film. 4. Include note that all fittings shall be ductile iron Class 350 compact fusion -bonded epoxy coated. SANITARY SEWER SYSTEM 1. The City's minimum sanitary sewer depth is 7.5 feet. The proposed gravity sanitary sewer is 2.2 feet deep and needs to be reviewed by the applicant as soon as possible. 2. The forcemain shall connect into the gravity system. 3. Sanitary sewer needs to be shown in plan and profile views. \\mspfsv02.lps.local\Studim\Aaive Projects\CLL16007 - Clearwater Creek Business Park in Lino Lakes MN\Prom Others (Original Data)A20160602 Engineering Review Lino Lakes United Properties.docx Ms. Katie Larsen June 2, 2016 Page 6 4. Duplicate SAN MH3 numbering at 16+30 and 20+30. STORM SEWER SYSTEM 1. Provide storm sewer calculations and drainage area maps with your construction plan submittal to verify the size of pipes and spacing of catch basins. 2. The storm pipe diameters, pipe lengths, and pipe grades need to be shown in plan and profile views. 3. The storm sewer is shallow throughout the project site. See City Standard Detail Plate STR-2 and STR-10 regarding shallow pipe installation. 4. The arch pipe crossing the proposed roadway should be identified as 122-inch Span Arch Pipe (this is the appropriate 96-inch diameter equivalent). 122-inch span arch apron on either side will need to have sheet piled end section and trash guard. 5. Minimum structure depth is 3.5 feet within roadway to avoid frost heaving. Grout below invert to provide sufficient depth. Following structures to be updated: 305, 203, 307, and 309x. TRANSPORTATION 1. A Traffic Review was prepared by Spack Consulting, dated May 16, 2016. The following comment/questions should be addressed. The original AUAR analyzed three land use scenarios. For the proposed United Property site all three scenarios assumed the same land use. Based on the maps (Figures 6-2,6-3 and 6-4) in the AUAR the site was split 50% industrial and 50% commercial. The AUAR further defines that the floor area ratio (FAR) is .25 for commercial and industrial uses (Table 6-2 in AUAR). Therefore, the size of development assumed in the AUAR for this 30 acre site was 163,350 sf of industrial and 163,500 sf of commercial. The traffic analysis in the AUAR (Section 21, Table 21-1) defines the assumptions used for each land use. The traffic generation for the proposed site should be compared with these uses and assumptions. The AUAR made assumptions for future roadway improvements/connections (i.e. extending 21s' Avenue to Cedar Street, a connection between 201h Avenue (CSAH 54) and 21St Avenue via Center Street, and improving Cedar Street to 20th Avenue (CSAH 54)). If these improvements are not being completed, the review should be updated to include an analysis and discussion on the associated traffic increases and traffic impacts at the critical intersections on either 201h Avenue (CSAH 54) and/or Main Street (CSAH 14). \\mspfsv02.lps.local\Studim\Aaive Projects\CLL16007 - Clearwater Creek Business Park in Lino Lakes MN\Prom Others (Original Data)A20160602 Engineering Review Lino Lakes United Properties.docx Ms. Katie Larsen June 2, 2016 Page 7 • Although a connection was assumed in the AUAR from 201h Avenue (CSAH 54) to 21"Avenue it was not using Fairview Street. If a connection is proposed from 21St Avenue to 20th Avenue (CSAH 54) via Fairview Street, a discussion of the potential impacts and mitigation at the 20th Avenue (CSAH 54) at Fairview Street intersection should be included with the traffic review. 2. With the increase in heavy truck traffic, WB-62 truck turning templets should be provided showing that these vehicles can circulate through the site; make turns into and out of the site, and make turns at key intersections (21St Avenue at Fairview Street and Fairview Street at 201h Avenue). 3. 21St Avenue is proposed to be a temporary cul du sac ending at the south parking lot. The roadway would be extended down to Cedar Street in the future. Right of way shall be platted at this time based on the approved wetland sequencing. 4. The intersection alignment at Cedar Street needs to be adjusted and the lane configuration set so that thru lanes match from the 42 foot section (north side) to the 32 foot section (south side). DEVELOPMENT AGREEMENT 1. Required with final plat. PERMITS 1. NPDES Construction General Permit 2. Rice Creek Watershed Permit a. Rule C: Stormwater Management Plans b. Rule D: Erosion and Sediment Control Plans c. Rule E: Floodplain Alteration d. Rule F: Wetland Alteration e. Rule G: Crossings of Natural & Artificial Conveyance Systems 3. US Corps of Engineers Section 404 Permit 4. MDH for Water System 5. MPCA Sanitary Sewer Extension 6. MCES for connection into existing MCES line along Cedar Street. 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. \\mspfsv02.lps.local\Studim\Aaive Projects\CLL16007 - Clearwater Creek Business Park in Lino Lakes MN\Prom Others (Original Data)A20160602 Engineering Review Lino Lakes United Properties.docx ES°�9tio Minnesota Department of Transportation $ a Metropolitan District Waters Edge Building OF TFt 9 1500 County Road B2 West Roseville, MN 55113 June 2, 2016 Katie Larsen City Planner City of Lino Lakes 600 Town Center Parkway Lino Lakes, MN 55014 SUBJECT: Clearwater Creek Business Park MnDOT Review #P16-030 SW Quad of I-35E and Main St. Lino Lakes, Anoka County Control Section 0282 Dear Ms. Larsen: Thank you for the opportunity to review the Clearwater Creek Business Park plat. The Minnesota Department of Transportation (MnDOT) has reviewed the plat in compliance with Minnesota Statute 505.03, subdivision 2, Plats, and has the following comments: Surveys and Right -of -Way: Please address the following comments: 1. This area includes a combination of County Highway Right of Way (R/W) and MnDOT Right of Way. a. The information on the County Highway Right of Way Plat is not currently MnDOT R/W. b. Show the labels to differentiate between the MnDOT R/W and the County R/W. 2. There is a jog shown in the existing MnDOT R/W. a. Please coordinate with the MnDOT Surveyor, Mark Beatty (contact information below), for questions concerning the MnDOT R/W in this location. 3. MnDOT owns access control through this area. a. ALL WORK, construction and future maintenance must stay on the property. 4. There are trees identified as being planted in the MnDOT R/W. a. Please coordinate with Buck Craig (buck.craiggstate.mn.us or 651-234-7911) in our Permits Office as to whether or not these will be allowed. 5. PLEASE contact our Surveyor, Mark Beatty (mark.beattykstate.mn.us or 651-366- 4322), to confirm that the right of way for this plat is correctly showing the MnDOT R/W. If there are any questions, concerning these comments, please contact Matt Aguirre (matt.a ug irre(&state.mn.us or 651-234-7599) in MnDOT's Metro District Right of Way section. Review Submittal Options: MnDOT's goal is to complete the review of plans within 30 days. Submittals sent in electronically can usually be turned around faster. There are four submittal options. Please submit either: 1. One (1) electronic pdf. version of the plans. MnDOT can accept the plans via e-mail at metrodevreviews.dot(d),state.mn.us provided that each separate e-mail is under 20 megabytes. 2. Three (3) sets of full size plans. Although submitting seven sets of full size plans will expedite the review process. Plans can be sent to: MnDOT — Metro District Planning Section Development Reviews Coordinator 1500 West County Road B-2 Roseville, MN 55113 3. One (1) compact disc. 4. Plans can also be submitted to MnDOT's External FTP Site. Please send files to: ftp://ftp2.dot.state.mn.us/pub/incoming/MetroWatersEdge/Planning Internet Explorer doesn't work using ftp so please use an FTP Client or your Windows Explorer (My Computer). Also, please send a note to metrodevreviews.dot(cstate.mn.us indicating that the plans have been submitted on the FTP site. If you have any questions concerning this review please contact me at (651) 234-7793. Sincerely, ///A" Michael J. Corbett, PE Principal Planner Copy sent via E-Mail: Buck Craig, Permits Nancy Jacobson, Design Bryce Fossand, Water Resources Becky Parzyck, Right -of -Way Dale Gade, Area Engineer Gayle Gedstad, Traffic Clare Lackey, Traffic Mark Beatty, Survey Larry Hoium, Anoka County Surveyor Russell Owen, Metropolitan Council Figure 3-3: 2030 Future Land Use Map 140 Reshanati Lake 7 .......... r �I Birch St. ! � 34 j �� st.lrr 1 Baldwin Lake �"' ` PA4 64thAlf rlAmelia r r 1 ` Cedar Lake o Lake Ash St.lit � 49 = .. Doer ! ._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.AL.................................... ........ . Lake .._.._.._.. 2030 Future Land Use Map City of Lino Lakes 2030 Comprehensive Plan j�„j Municipal Boundary _ Mixed Use Permanent Rural Industrial ;_ Urban Reserve Cividlnstitutional (" I i Y q F N Low Density Residential ParkJOpen Space LN L KE Medium Density Residential Private Airfield April2l 2009 4,000 0 4,000 = High Density Residential Right -of -Way Feet = Commercial Open Water Pi varw or evncsvoo N ianiwwoif •Grs�crerAN56ryp9p0i-O Ii�laAr uwri�lai 2osni�w 3-13 46 M 6 - r - ; A ti + PnerpsYRA - _� .� SE - - - roject Sitas •�. 7 ./ �% �' s - .•S . ,�j _ p ... Y { VIAW Gal } y � `i•,. ;mil r;,44 •ri � a �� i4 � _ti s A y __ •Y.i4 1 • r 6t • � - - �' A, !. � �~ �� �*1r ��-i a `ice �'�� _ _ —40% r { 1 i. [z's+ 'Goo( L :7. • 45=0925.5,' 'j ?3-02:01.62"W.elev 912 r 0 0 M a M N a N di N a rn v a J a I 0 a m a a 0 a i W a i T a 11 GENERAL NOTES FLOOD ZONE NOTES DESCRIPTION OF PROPERTY SURVEYED . . 4s \ (Per First American Title Insurance Company Commitment for Title Insurance Commitment No. e *�\ �� I go°a// I.) Survey coordinate basis: Anoka County Coordinate System, I.) The subject property lies within Zone X (Areas determined to be NCS-773837-MPLS, Commitment date March 25, 2016) s �� I * A NAD 1983 (1996 Adjustment) outside the 0.2% annual chance floodplain) and Zone A (Special -\ / 19 Jo ' Flood Hazard Areas subject to Inundation by the 1% annual chance Real property in the City of Lino lakes, County of Anoka, State of Minnesota, described as follows: 0 (30 sss� 99.6 � go°? 2.) Wetlands shown hereon are per delineation markers observed in the flood, No base flood elevation determined) per the National Flood Igoe° 2*\ ZZ \ �� 8 1.9 �90\ process of conducting the fieldwork. Markers were set by Kjolhoug Insurance Program, Flood Insurance Rate Map Community Panel The East half of the Southwest Quarter of Section 24, Township 31, Range 22, Anoka County, Minnesota 0\. Environmental Services, Inc., April, 2016. No.s 2700150366E and 2700150370E, both dated December 16, lying westerly of the westerly right-of-way line of Interstate Highway No. 35E as described in Final I� *90\.6 9 � e0 9 ��S 1 2015. This information was obtained from the FEMA Map Service Certificate filed with the Anoka County Recorder in Book 1033, Page 414, except the following parcels: Lo s 3.) Site addess is unassigned per zoning letter dated March 17, 2016. Center web site. *�p2\ �l � \ ass�s�\ 90\A •Lo. z Parcel A: I \ 2. The flood zone demarcation line shown hereon is a roximate only Beginning at the northwest corner of said East half of the Southwest Quarter; thence east along the 902.E o\? Cge�\ \\\ o) PP Y *g 9o�1 1 \\ \ \ 8s87 north line of said East half of the Southwest Quarter a distance of 16.5 feet; thence southwesterly to 1 o\s* \ �� � J9-28 per scaled map location and/or graphic plotting. FEMA maps are the Southwest Corner of the Northeast Quarter of said Southwest Quarter; thence north along the west c� l goo• � � \\\ 9 UTILITY NOTES not precisely drawn and do not scale uniformly. Contact FEMA for g /900.0% 9�g9 4 line of said Northeast Quarter of the Southwest Quarter to the place of beginning; 4B-6 / ag9' \ d\ final determination. v g� % ' , . �. 7 \\\ \' : bf" I.) Utility information from plans and markings was combined with goo I r Parcel B: ss.8� 40 06 ♦ \ e s observed evidence of utilities to develop a view of the ZONING NOTE m aQ- ,y�F� znl o• q\\ ess(\ g g That part of a 50-foot strip of land hereafter described which lies east of a line drawn 370 feet west �0. . < _" I \\\ ,\ , under round utilities shown hereon. However, lackin excavation, of, as measured at right angles to, the north -south quarter line of said section 24, said 50 foot strip r- g0 the exact location of underground features cannot be accurate) Rkk �'I'p Q� s o.s ♦ , �\ \ \� g Y. I.) Zoning information shown hereon is per zoning letter dated March of land being described as follows: \ completely and reliably depicted. Where additional or more 17, 2016 prepared by the City of Lino Lakes, City Planner. a -,4n� A 46 I \ ♦ /I` \ \ detailed information is required, excavation may be necessary. Commencing at a stake on the east line of said section 24 distant 21.5 feet south of the East Quarter >.8 \ ,�' ass U I *gooa\ *90\3� /0\0 \ \ 2.) The Land is currently zoned GB, General Business and LI, Light Section corner; thence South 52 degrees 27 minutes West 4,599.2 feet to a stake on the south line of 9029 -- ' ) ♦ *9 *. 2.) Other underground utilities of which we are unaware may exist. Industrial. The LI, Light Industrial classification allows the Land to said Section 24 distant 1592.7 feet east of the southwest corner thereof; 9 2 Lil .9T+ss� Verify all utilities critical to construction or design. be used as a 1* 4B_ X ' s permitted use awarehouse/distribution center in an � �U `i C approximately 41 1,000 square foot buildingto be built the Further excepting Parcels I and 2 of Anoka County Highway Right -of -Way Plat No. 75. w Z*9p3'2 0. - � go°` ._�, \ 3.) Some underground utility locations are shown as marked onsite by pp Y q ( ) / "c 5 \ *go\ �/ �' ,\ \ *9` "Project"). A conditional use permit and ordinance text * 3A9 /� s s those utility companies whose locators responded to our Gopher // gg 4A 2 06 \5 amendment are required to allow for open and outdoor storage, in 903.5 \ 904. STTIC�C � 1 I *90 *90 �90\�♦ *9004 \ State One Call, ticket numbers 160400111, 160480507 and p g TITLE COMMITMENT 41 160480514. accordance with Chapter 1007.120(9)(e)of the Zoning Code of the * 1 I �' y \ * o City of Lino Lakes. g``' �� 9�0• *�, g First American Title Insurance Company Commitment for Title Insurance Commitment No. 6 \ 4.) Contact GOPHER STATE ONE CALL at 651-454-0002 NCS-773837-MPLS, Commitment date March 25, 2016, was relied upon as to matters of record. 04.4 4 3 *90° �\ - - 3.) If all or any portion of the Project is partially or completely P I In I *90\ 1a�♦ \ (800 252 1166) for precise onsite location of utilities prior to destroyed , the Project may be rebuilt to its original size and �� , 03.7 j 0) I a 5 *ag op9 \\ any excavation. configuration, without an further permits, approvals or the like Schedule B Exceptions: > * * 90° * 9°`' 5 \* s ' * 0°.. 9 Y P P P P ,� CWB �s .s I *90\ ♦ 9 other than building permits which can be obtained if plans and - c 903.9 * 'I� :4 \ \ � o I FEMA ZONE A �♦ �\ \\ o° specifications are prepared in conformance with the City s building OI Exceptions are indicated on survey with circled numbers where applicable. w cwego5•�I , � 5= code. *go'5• O 6 *go\6 °\ \ � *9 10.) Subject to Judicial Ditch No. 3 (AKA Clearwater Creek) as shown on available maps. 903.5 io ��� o o I A * 90\ 5 °\ g *9 *g° - AREA I I.) Any adverse claim based upon the assertion that: o A \' L1 J 00 903.6 0 rn * g00 * 90 ' * g0\ 6 ♦ * g°0 6 0 -� 0�02� 11 * I I \�\ s s „s� (a) The land or any part thereof is now, or has at any time been, included within Clearwater 9 * J 2,459,097 s uare feet or 56.453 acres - L w s ' /s"cMP �- ♦ \ \ LC� ,9 0p6 q Creek; o gp2 '^ ro ST S *gp2 % �� 9°` \ ' 00 \ 9' I, /C/ ,F . \ \5 ;-I'- le, -• : \ a ♦ 9 \ '9 '9� (b) Some portion of the land has been created by artificial means, or has accreted to such *� 4A 5 � *g0` .90 *gp23 902 0020 \ \ �� *g0 \ a �'�� p� ; O\.3,90` portion so created; p ♦ V�', L I - I 0 _ \ /C'j� \ \ � (c) Some portion of the land has been brought within or removed from the boundaries of thereof . o o - 2 y ♦ \ �� - _ by an avulsive movement of the Clearwater Creek, or has been formed by accretion to any such N I O C\2 / -*9°�� *9p26 �F���� \ I- ♦ �\ I 'pc� •so1.2 -901. portion. 902.6 *go \g * -5 � \ /y F Riparian rights incident to Clearwater Creek. / N o I g0 / * g0 ____1 \ 9/, /�O \\ \ \\ �L * 90\ 6 P 9 . -_ , -6 / \� 'A q,�, .♦ '1 Matters, if any, arising as a result of the fact that the boundary of the land along Clearwater Creek J soo 00 / /9p3o \ *go2� � gb;*\\ \ \\ •sol.`sg is not a fixed line and will move. \ , I o3.I ,� O w o m *90\A *ep25 � :qo�\ *go34 \ *goZA, \ \ \\ *go\a 12.) Easement for electrical transmission purposes and incidental rights in favor of The Rural IroA, L ♦\\ \ 11 Cooperative Power Association as contained in Easement dated February 7, 1963, recorded June 24, k _ - I \ \ \A \ 7 • so1 i 1963 in Book 599, page 390 as Document No. 249107. o Z § � °' I1. 0 l l / \ \ *go \907-/ �q / [not shown on survey, easement is in Section 34] „ W = / \ > ♦ \ \ 13.) Rights of the State of Minnesota, Including limitation of access to Interstate Highway No. 35E, 7 kQ z o 8" I *9°\ *9 6 A6 *g°Aa \gp59 \ *go29 \\ �*g0f \ go\$* , \ as contained in Final Certificate recorded May 24, 1973 in Book 1033, Page 414 as J L- WN m / / *90 \ \ \ \ ' 1 \♦ \ ,go25 *g02' Document No. 389552. [shown on survey] W I I I \ g02 v'( *903•A �, �.I L `Qom \� *g°` \ I I \ / N 14.) Terms, conditions, covenants and easements as contained in Quit Claim Deed from Northern \ \ n �� N � rn I I *g *g033 ,g026 \ ` \ I I \ * p25 States Power Company dated November 18, 1992, recorded December 18, 1992 as Document No. �� 03g -9gA- . � ° a / ° / *g°54 *goa? \ g5\ �`\� I \ �\ � 9 *go2.2 �\ _ 60 0 60 120 1013286. [shown on survey] I_`'I I g°`* l I* 9°�'' * 9055 * 9° V * c�p2 \\ � �90� IX \ C I - h- / / \ \ \ 15. Easement for electrical transmission purposes and incidental rights in favor of Northern States 3a ".- - / / *g02•A � �3 *go\15 *902•0 \�j \\ \ 9 9°g2� I I SCALE IN FEET ) Power Company as contained in Easement dated December I, g1992, recorded March 19, 1993 903.390 %* 9p29 1 Q °'H °R * g° / \ 0 ��-0\ \ go2?* *� rn / *goA'5 *9°A6\ \ �s� \ / �9p2 \\ \\ *� r , as Document No. 1028503. [shown on survey] 03.5 ,9036 O Q 71 025 / 0 •/ *gp51 *905 \ *g0g9 \ \ �� \ g02•A �O \ \\ 90\6 �) I As affected by Assignment and Assumption of Easements dated December 29, 2000, recorded *�o� o *g go/ *905a \ ��11\ * �\ s� \\ * o pea*I 899.1 February 20, 2001 as Document No. 1551284. A a \ g �01.2 / 9 * 02• 903.4 �4 -7 \, � Z I / \_ \*9p2 * 9 _ *g°2'2 \\\\♦ \\ 9 � (L('y 16.) Terms, conditions and easement for sewers and utilities in favor of the Metropolitan Council as *gp5.2 3 -1 rr 36 \ *g026 \\\ \ os% ,",' I I III I� - contained in Easement dated August 26, 1999, recorded August 31, 1999 as Document No. \ * ° \ �9 *� I O, 1453482.0. [shown on survey] 90 3 pC14 \ ° \ *gp2• ♦ INV= o � 9 g 9 90J. p C�. / 2 / r . o *9p5I 1 Al \ 9 / \ \\\ TOP\ 896.3 1 rn I L 4AV Q $8 g°3• *g°A5 / ,906'2 \ J *g0 \ 5 \ *gp2' / 3 ° - \\\ \ * O9. 899'0 J) I �100 - ' 17.) Easements in favor of the City of Lino Lakes as contained in Quit Claim Deed dated June 13, a a 2sr,. �, IQ 01 \ *goy ,goy *g0 �3 " \\ \s7. ' \ pJ SP ,R\ / l/ to m ! 2001, recorded October 12, 2001 as Document No. 1609908. [shown on survey] * 90 1 80I. G I O1 00 1 „ o o / 'gp5. / _9� 6•\ \ 0A0 3' ♦ 2 a / �.nl I 18- 19.) Not survey related \ +� N \ �!o - ao / / * 906 I 9p6?, * �0 5 0 * � • 9055 3 A T �� 9p3 5 •90`5 B + 9 5� i,� %-3 O � - cv *g0 * 05.2 *go66 \ *go *go \\\ �, sb4.5. �o o 20.) Subject to Anoka County Highway Right -of -Way Plat No. 75 recorded April 28, 2009 as 4A ,0)I 9 �- % \ *g0-59 90 g/I\ \ � *gp3• .�,� �\\ \ \ so \ *g \1 � �\ 0 r- / Document No. 2007086.001. [shown on survey] 11 awl / � \ �i - *� \ \-7�4'zS \\\\ 9 N. 9 `I °' o o _ / -_ IO / A• ° a' � "J � -_ 21.) Easement for electrical transmission purposes and incidental rights in favor of Northern States � /*9°6� \ / *905g .90A3 \ -* *g° A 2-40"COT /c'5T�T �/ti CyC \��\ �� 1� 9 3 TOP=9045ERT jix�OU�v Power Company as contained in Electric Easement dated April 29, 2009, recorded May 28, 2009 / . 01 *go6� \ q'1'Fp ��/,[1 8?9 \� + - � INV=894.6'/- -_� I as Document No. 2007732.006. [shown on survey] U I �41 1.7 g0A0 * g054/ ', 901 \ p5 .90A 9 r ^ . 9 9 ` \\ B s �\ 4 0 - j 40 Ib 9 I / 4 * 90A 3 .9054 * 9°55 * 905 8 I%- Lbb %p \ fi rn i / L 0 I \ _ _ & C, *9ob. , a %w . T� . I38u 22-23.) [Not survey related] 1 - �l;, � P 0 I *gp66 / I 9055 *g0A5 °A5 *go5� /,1,� �s -o 58 *36 l 24.) Subject to Cedar Street as laid out, travelled and shown on available maps. � * *9 _ , , \__ \ kI I I * 9p1' * 90 ? 0/ l \_ S , :Q/ o g0 0 C) * 905 * 9p15 \ * / / * \ °' FEN¢ E 0.9 FEET I' co Ili I I 053 / 0a6 *,o.b ° \ PROPERTY LINE ri W l * 9 / / x 9' I I . 0 0 a I I I \ /\� y 8/ Y g01 a 3 906. 1 I. ` CB ' 90 +9° TOP=906.7 O WQZ *g06. 5a p55 � FOUND MNDOT rn INV=902.0 I I- U Q I I *90 .9 / � -\ 3 INGFhALUUMIINUM RCP INV= rich 0H 1 I *901' *90a5\ Og5 0 9p8,2 MONUM lEl�TS �2 11 °�I 0) 24"RCP 904.8 g . ) � J * g�y. * 901 5 f \ * 9 / \ / ._ -I-- 6 \ -967 rn ST S . Il4,01 I9°�, I I / *g°65 �`, *9p1. .901'I *goa' � EXCEPTION PARCEL 2 VICINITY MAP 908.6 � i '/ - o dORNER I \ / 5 °a 9 3 1. w'_ ' - SOUTHWEST \ 2� � / 5 UTH LINE QEJH-F NE I 4 *goa• *9 *g0a g04 I ANOKA COUNTY 0 O ' clim I ° ' OF THE NE I 4 OF*gp6j' *gos *goa / o65* / \ a� I RIGHT OF WAY (�) _____ I _ I / A 6a g OF THE SW I /4 OF SEC. 24 a I MAP N0. 75 0 = r \ � -� g 1 * °1• \ 0 9 �� / / 0 A / *909•0 �U `J p i I 9oss sos.o A IO THE SW I/4 OF SEC. 4 1 9 *9 * 063 '"�X a. - . * 9° * 9 0 1 - 05 s = 11 * 05� J �� / O >- Z 2 csaH No. a MAIN smEEr - - - * 9p2 \ 902.4`„ 9 / / / 1 �� $ / * 90g5 * 9\0' . 9\ rn - * N g ` v¢ `� C\� I -5. s I / *goa p10� / �g014 \ NORTH NE OF THE SE-1/4 \ ANOKACEL I TY O ` 0 o a Aw N * 5 * 9p15 * g01 A \ *go / \ g°16 * /OF TH SW I /4 OF SEC. 24 -9• „ J �I,� V O � V COMMERCE - -- 905.8 9&5 9 90 1 6 a 1 8 * 9p15 \` � -sf+ RIGHT OF WA ^ N / (J] \ \,! ' I 0 Z 31 40 *9069 *90/ '90 ^ / g/og5* a \� MHr �0. 75 � I 0 A� I Z Z O � 'tI 5 - 9 7- l ' / * 908� \ / * g 2 * 90g � $ \ I ^ 0 Z Q NK L" � i Q' 1I" I NO SCALE . 900 1 \� \ CID / * g\O 6 I / - _* 9-- % ----9 / _ . 9\\. y I� �� 1 �I 4- 0 2 3 -*9 015 *9p13 N \ / *g0a'l �\ ° / / 2 ? O„ e Its � 21 / / *g *9 * gob- SOUTH LINE OF ANOKA COUNTY g01 * / \�- ---•�o0ao .9019 6 5 /90$\ / \ .9\p5 / / 25 1 SEE DE9 11L 11.3 I -----� * 9p1' . 901 \ *g` RIGHT OF WAY MAP N0.75 N _/ c�nAR smEEr . 901 A I / 9° i / Is 09 a \ y 0•°� * 9\0' I / * 9\ � ��3 I � � i / / %� g\ I SI TE I 5 go 5 / \ \ / *9\\6 / / *g\55 .9\35 \ 'iOn q �1 SEC.24-T31N-R22W *gp1. 1a* *9pa• \ / *9016 / / *909• *9092 / 0 \ * / DETAIL ` ANOKA COUNTY, MINNESOTA 00 * 01 5 /\ 1 I / * g\A _j * 9p15 I I * g0a 9 . 90a• 9 \ * 908' I .9\0' I * 9\5� I I 00 NOT TO SCALE \ Iy I ' * g0a6 (� ^ / / /� � I I * 9\35 I I ,`� _ NON -ACCESS 1 J * g\05 \9\\ 0 * g� o } CONTROL PER 00 0)���� \- \�9 g a O a' as % ANOKA COUNTY RIGHT \ * 9" 9 a 8 \ < / \ \ / / 9 / \ * 91\ 8 * 9 * 9\3' 36 I I O 1 o o Z N OF WAY MAP NO. 7 * g\ rn z a0 rio \ - � \ . 00 \// /* 90a0 .0 * \05 I I a X ^ , ° N 9015 A \ 011 / / g * 9\31 T I I „ amp / U_ o �_ nlZI, (v PARCEL I g°6 g O \ \ * g°65 * g0a• 9 / . g0g4 ' g`0 / * g`3 9913.E °' Z o: � Iaw U 1 O ANOKA COUNTY RIGHT * N _ 9 \ / / * 9\\ 0 l \\5 * g\`5 * 9\g5 �' rn rn I z Z �C (n OF WAY MAP N0. 75 Lj \ - I I * 9 /g\20 * g\35 * 9\3 I / \ I I w o ¢ SOUTH LINE OF ANOKA .9061 L I .o' W I \ *90a� a/ *9\p6 / 5 I / ,9 of ° *9\A' II I 3c>f MAPNTY NO.R5GHT OF WAY J / � \ 5 * 9° . 9\\. I \ 3 ( � FOUND MNDOT *9064 1 J 90g0 *90a� *908' *90a4 / *9 9 / *g\ 9 /g .g\912.5��912.4 \ *9`A 914.5 I ° rn I 3 (NCH MONUMENT UM ' \ �I .9p15 / *9\\. *9\\5 *9\2.2 *9 7� 9 5 1 III ��v - 1V l _ = I 5 / / FEMA ZONE X I / * 9\2 a \ ^ '� * 9\� 2 I D \�� I g I ^o J *9p1 B3 / /* \\•2 I - 12.4 \Ag* O 1 0i 1 C3 !'') 06. �i a, _ * 90 g 5 9 � 0 p' 9 Z 13 an 0' N *914, ` 90 *90 / .9\2 I 1 \2$ ' = 4 n j �VJ z� N1 ' . g06 5 , O .90a'S / * 909 \� * 90 * gow * 9\p4 / \ 1 * 9\0' I I *3qi 2.4 ' Q I * 9\A' I d� o H m w't � °O \26 7-7 2 I °' oo �- �o m w / / � V I *9011/ / / / / *g`25 \ \ *9\\A I *g`23 *9 1 i- J11f; / I W NUJ X(f)/ \25 ,*9\33 I O 0OLLI O owIli a \ ,.- Of 0 / O / V .9p1a l 9� � \ a \\1/ *9 i S� .9\5' 0 NdN I rzo *g0 / *9 \ 912.6� /-'912.5 0 Q ` w__ / / yp1A* I / � � *9 *9\2$ 910.5 I a 7-I ` / 7-3 / I I � J I W M7 Obi > -Y p12 0• Oaa .90g1 .90g4 .90�1 /*9\\? / 1 *9\\6 �5-I 9\2' �gI2.5 * \A� / � I o_ NMo� \wap / * 9 * g0a.2 * 9 / \35 \ \2•\ • 9`2 \ - 0 91 1.8 7-2 / I Q q i rn U - 3\3 m :�t / I \ I \ / 9\\ 9 9I I. - - \ * 9\34 * 9\ - U 100 Z I .901 S\ ,� 1 ` \ * 6-5 , ' 1 9\5 a I Z CO Cj I .9014 *915 *90a' I *g\03/ / *9\2' / \*9\29 \ ®910.9 ' p• �911.9 i) rn ZZ * 9015 * 90a.2 * 90a5 + 90� . 908' * 909' . 9\2 ` / \\2• \0 9 ` 6 61 165 P�� \\ g / \55 *� I \ $/ / / * g\g6 \ � * g\\. ' ( / w I EAST I /4 CORNER OF ' I\ _ I \ / \s1o.s� <�2 .g\s\1'$4� �� ' / *9\5� *9\A'2 Z} I IIII I I SEC. 24, T. 31, R. 22 �\g0,, 069 / * 1\0:6 I ( *g\3? \ \ 5-7 \ � g\\0 6-7 . / - 4911.6 / O� U 6-2 Il w w 06 Z 05 g (6 * 90 * go * 90g' \ * 9\2.6\ O * 9\\' ,5-3 ®/ . 9\2' IB / W /w 0 C I I III m 0 1 I Z / I 3 I \ ///9991 1 5 ON I / / �� *90a6 ���,,,���� rn I � 5 ,90a` 9°a��� / *9\2 �g\A\ \ \3y *9\\4 / 6-I*g\22 / �/ wa 0) O / / \ N� ) *9p1' / e- I \ l O \ 5461� `.9\\.5�5�46 *9\`� `L / ,d9\A0 * `A$ 0 I I / / \ 0 \J - I *90 �/ / 1 9\\0 *9\3A I \ L *9\36 \ \ �®'9I1.4 / Z P N �- � / 0 � N W J 2 * 9\33 � Y rn i 9� �5 9 ( / / * Og 6 * 9\0' . 9\0' * \2\ I F \ * g'� * g\2 e � / / � �Q��/ I I M N�9�j / � / *9 / / *9°$1 9 9\0A* / 9 I *9\ .2 \ *9\g2 �9\gro . II '1 °�') ��N / w1•M \ i / / \ * 9\ 9� / \5 p g\60 � I ' Sh �p N<hNz>/ w > / J( \ / III Z Z I;d:, C > `� 00 * 9064 / . 9p14I ti- � � �\20 .�/ G � \� 3 I �:3 C14 ) 3-32 AgpS9* p) I / 5 / *9 *9\\• J i I g *g\g' / / 9 / / / 918.2 g5 I II 13 I / / N C. 905.2 ar a 905.1 T * 90go * 09' \\ .T, A. * 9`3 A / / / /" N I I N M w (U% / 3-2 I 0 13-4 / 1ZZ ,11 , 9\ 918.0 ONO rn I �1l1I"`I,,I,,I,ZM ✓ I Z M I / O / G V// \\ �� g�° // * g\6d \1 6* ONO I I I I o - In `N /L1 J I �p 1 /2 Z .9 a *�p19 \ I / *9\ 9 .9\3a / *9\A.% � �/ _ / \61 / M S9 ' II �0) / I �I _ a wZ 1 40 * �� 6 / 0� 1�v� *9 /L I II OM / * 9p5' 0 O I * 9\\ / * 9\2 A */" OA/ m 19 905.3� * 06 17 \9089 *90g1 \\5* *9\�8 2 ^ I *9\A� %\ .9\a6 / BI� RD91 8 �a,� I n ZZ _ I-� �6* I LZ`'i I * 9\p5 \ I / * 9\A �\ \ \ . 9\56 / / * 9\a 3 9\g' 0 �* rn U 1 / v) ®3 5.3 W I K_ v / /* g2 I I I I I m o in Z"z LEGEND 6 3-5 w 1 1 90 ` I / �\ �0 v \/ / / 920.4 II N / / a ,go go g\ ' *9 .9\A5 J *9\a.2 �� / Denotes P.L.S. No. monument set marked I -I _ g O *g°65 >- I I *9 98 *9\` •g\\5 *9\23 I ,g\�� *g\5 *9\56 g\6° / .9 / c'� I I o w 14- / / Denotes found iron monument marked with a * g ! �p� / / plastic cap RLS No. 17765, unless otherwise noted �� Ib JgOg. 9\0 5 I I \\ / g`1 A 9`- 0 L O I ° Z Q / / �o =_ = I * I ,< \ '\�� / / / - / 20• g10.16 , , / / on this survey. 0 Z . 901 . 90g6 / / I I / ` z ZZZZ W Q / / lid a 9\50 g\A \ 2 / / * 9\g O � o Z ZCA) �, \ *g\5 a / N AIS Denotes advertisement/information sign DO *g\\• 3 / *g\6 / o �\ O1 / /C)f N BTL Denotes beaver tail curb J 9015 * . 9p15 * 1 x-U / a9 A /, 0 *9\\5 \ *9\2' .9\-56 � * _ * 0 9� / 0 IG I ' _ / / , ��W CB Denotes catch basin � %Jv *g``• �4 �* �\ '� °' n - CBX Denotes communication box Z Z / .9\°' S �// *9\5? / / / , (a * I LI; / / / � � CBOX Denotes control box of o a / (� \ / // / - / 0 5 \ A� .\ 92\0 920.9 I I / / / Z o I� CC Denotes curb cut 0 � . 9p9 9\0' / ) * g\3 \ * 9\A. ��\ 5 9 I--,' * g9_ I / _ 3 Z / � %- / 1/ W / / / � CMP Denotes corrugated metal pipe gob r 0 *g\22 *g\ *9`1/ ,9\55 1 9A * 2�° _`i' " P 'K / , / oN CWB Denotes concrete wall base 906 6 * 0 / 3 * 9\\ 9 . 9 * 9\ a / / / * 9\ .2 / / N O I I � // / I P cn CWT Denotes concrete wall to > 1 Q *g\\ 0 / I v� \6 ,920 00 0 N N / = w DIP Denotes ductile iron pipe - > -W / *g`2' � nI I / / / `SSA ¢ ( III�, �f / N EB Denotes electric box / A \ '5 I A 8 )5,;�, 1 °' / y o w EM Denotes electric meter C// \ I - * g\0 / 9\\.2 / <% I * g\g / . 9\ . /g\1 \ / 0 a / 5 * 92\ v X / / / Z O J ll1 I ( , Q EMH Denotes electric manhole *9p1' *90a5/ / ,- \29 9 05 \ 8* o / \ * \22` * g *g\ *g2 *g2' U !1,�,�,, / FOL Denotes fiber optic line gp9rn * g`2 9 � / * 9\A' I I I /SEE DETAIL S02 / GP Denotes guard post / / *9\\ *g\2\ / / *g\63 / *g2\•2 2I N00°41'32"E `' � - GW Denotes guy wire / / ELECTRIC EASEMENT 34• 18 o 370 HCR Denotes handicap ramp / N 5 / ,g\\•2 *g\\� \ 9\AO *9\y4 I .9\16/ / / DOC. N0. 2007732.00E HYD Denotes fire hydrant o w *9\�. ( * A / *9\g6 *g205 / / *9\ . �� / INV Denotes structure invert ,I+ a a \ I g / / / A / g0g°gof W = N * 9\ \ I * 9\26 \ . 9\3 1 \ \ *g2\5 / I LP Denotes light pole 01.901� I LLI =off *9\\9 *g\2 0 \5 / *9\6 *� g2\ „' �� MB Denotes mail box 9 3 / f Y W I 9 \ * / I / �� MC Denotes metal cover N \ �,\2• \* a; i MH Denotes manhole 909)* 2 IN 9\\ o * 9\\ A I 9 5Z / \S5 / °�\ 2 .', * rn O / DETAIL OD Denotes overhead door 1 W O 9\0 0 1 \ \5 * ` / * 9 / . 92° 2 o.4 \ (b g. I NOT TO SCALE 5xz w o- 6 \ * \2a / �B� OHE Denotes overhead electric line *9 1 a °g. J o Ld 90 � / / .g2 *9220 / �N �� pG;s1• I �W II I �'w F-�� PEP Denotes polyethylene pipe µ 9\\Ig . 9\2 ` 3 * ?'< [%U - � 14 * 9\56/ / * 1 a / � * 9 20 tk . \\ 2 Wo N � w a w o a PP Denotes power pole [if\ w Q - \ ` *g\2• 2-3 , I / / ", /G PI rn ci z >_ W M 3 wo PPT Denotes power pole with transformer gp9\* �=o ,--� \ / 2115 I / / / ,� / /c�h / GN� PP T �' N U) ,XZo p N ��� PPU Denotes power pole with underground utility N r� �__ wJo P P 9 Y t CA� W = Y L. ". PVC Denotes polyvinylchloride pipe �p1\ *9�� 90 6®-I _ j'9 *9\ �vP� *9\A' / /g\15 / *9\g *92° *g2\� 2 / s _ �� 4„E I I if I �00 <m No GN0J RCP Denotes reinforced concrete pipe I I- 2 / -I so 8 \ / y'� s11.51*g`5 / `g2 /� / G PP w Z� ^ O MZa0 SAN Denotes sanitary manhole a sos.3 Fp \20 2-2 /� / \6% / / ; s2 ,�� I I,� w - O w�a a' SANC Denotes sanitary cleanout +9° 6 * *g064 ` � /��� \✓9 2-2 i�9\\4 0 , 2-� / � / / *9\g? / 1-1 *9 / Gw 9� ��/ � �II O J Q .SS3o . (r) Z �w� cp Y \ goe so m \ � �`' / / / / I• / c� J7 SAN S Denotes sanitary sewer M O �I� '961 1 _ a o W, ST S Denotes storm sewer 0 20.7 0 � I �_ STC Denotes to of surmountable curb \ \goa0 _ � * 90a0 \ . 9 .5 2- I _ 2-7 */30 * 9\6 / a 5 / * 92 � * 9225 / / / �. I I I rM U) Ln \ P *gOgA a 9 \ / / *g` �i�� / 6 / 1 *g22' rP w ZiL< ` _ TC Denotes top of concrete curb o ® o1 I �� / / / 4 5� 0 = s2 . / 1 I I z EXCEPTION 1, "E TICS Denotes traffic control sign i8� 1_16 �, 9045 *9gOgO 095 *9°I / 9\5\ *g\56 / �a� ���.b`L$ / /g22i s21.a I�'� Jw 3 'Q7 TRANS Denotes transformer 7 , * \ - - 9� I D NO \ I_g \\� 2 / / / ��� �O PP/ 1 1 a =1Q ," _ 5 Q �6 UGC Denotes underground communication line 901 907.6 108 214 . * �E- \-NVA �' * 9\2 / 2°? c�F, �O. / " * g2\ 9 I� 50 ® 1-15 g° 15 5 W I ��% / / A / / \1 A / *9 G. / 9 I I N ,,,( � UGE Denotes underground electric line 0 1 9 *90 5 I A a1 169 9.6 / *go. *g / *9\g5 �5Q O ��Q, ��• �9 / Z I �\ M % VP Denotes vent pipe o *901' 15 / *90a' * 1 7 / / / / / / �� �� 9ry�•/ 4 2a / I *9 "� 92. m o \ / N (1) W Denotes water line *g019 90 * _ I ago .2 / / *9\h� p \5.2 *9\1 \ */9`90 e 'A 0�1 / OBE 0 .g/ *9�25 W I III m � / �s WV Denotes water valve \ N0. \ 1 1 9 , 1- 910,�4 * g / / / * G) / / / JIII I � tz o wE1_N \ * 9 ®908.7 9\ ' \a5 +92 ' 2\. /I / *9 Ni N Ld W: __-_ / y, / / / A5 l / oA 00 P 2 / / 1 223 III a o / COT Denotes Cottonwood tree Ig , g01a /, I- / / *g\4 / *0 *g\g. Z, , , / PP y �22$ I z Q I I'b I o0 ^ N EVG Denotes evergreen tree _ I / �" P-j/ /�8. �o J o 1 0II-- = � I I I I U) a TR Denotes deciduous tree a0a4 * 901 W /' /9\22 / / / I 9 9 d908. *�\ 6 /g\8` I *9\g6 I4�� GF,� /" - g/ \_"� �_ / * 25' I w UZ Ili QP,i u7g° LQ ,Q I I I- g\A5 a. 1k 922.8 0' * g2 9 it U W U) 0 00 N ° I*1%'� �/_ / ///* ,*9` y / ��Q o // f !� 2 = U Q I III I W M �' SURVEYORS CERTIFICATION 90$' �_ ® - -908.1 908 rso8. \5 *9\g0 5� / 2 OG• N �- cn = Z N I O \ / J�yQ I-2 g 0961_ / / *9\ / *g \ -�0 / * / *g2� `� \ *g23.2 N 1 00 0 �J co U Y O J 8.I 1-29 -� _28� og0 .9°� *9 / / \� /g\a O� ���k. / g �O�E / 0�6 �� I I M I Q o z / To United Properties Development LLC, Rehbein Properties, a o � Io - so .sue 0 ` *9\ / / P / ,,� \ 0 1 � i _J z o � o z m c� N__-,,,,,.,.,,,,,,,,, / Minnesota general partnership and First American Title Insurance i- 7 Q'*9� s11.1/ / / � o f Gam/ / // � gyp. / 1 9234* 0 1 W J N I �z o `J Company: I R * hpa. �7 �9� g\2•\ a / . 9\5 /9\6'2 / . 9\ a ��QJ\2%5 / C�� / * 922 I I Z 1 w Q 908.4 1 II I ` / *,! 3 *9 ' / P o In This is to certify that this map or plat and the survey on which it is * `1 zt / 2• bi based were made in accordance with the 2016 Minimum Standard 1 26 * 909 \ /I Q / / 9 * 9\90 * 9\g I / / / / �9 \9 I * 9255 I * g23? . 92 5 I 11�1 III � 9°g. HYD / / / / / \o // / 2�\ I- - � III � � Detail Requirements for ALTA/NSPS Land Title Surveys, jointly *g2 w I O c� established and adopted b ALTA and NSPS, and includes Items I, 2, *906' -WV III j (g\20 .9\52 $ . \60 / / / / / A o I z P Y 5 / / / *9 2 8• / *92\ 1923.3 �923 *g25 IO o 3, 4, 6(a), 8, II and 13 of Table A thereof. The fieldwork was / *g 9• o / / *m-7 *9\ -' 20.1 E'�/ SOUTH LINE OF THE EAST I completed on Aril 21, 2016. *9oaa �(\ g\�6* 1 o / 24 /*9\$ \ *g20A *9 p , �\0 *92\51 HALF OF T4� UTHWEST I II I I II o I P P ``�\\,usSnn ir�rn cel g.2 \3 / / / ,X QUARTER OF SEC.�4 V i 1� �'r��,�% *9° �/ *� N THERLY RIGHT OF WAY / / g\g6* / oa \ I °; w Dated this 27th day of April, 2016. _`.•` 'so2: / I / / LINE OF DAR STREE A POINT 1675.E FEET // �/ *g� \ l 1 5.2* I I II - i2.s EA OF THE SW / s o\� g2 SANI�ARBSTUB I I J I ° REGfSTEflEO - *gog0 *g A /5g PER M A COUNTY "LF CORNER OF SEC. �6 �s // / / ,92\'2 SANITARY WER AND UTILITY RUNNING NORTH ``' _ �` / 2�k SUNDE LAND SURVEYING, LLC. LAND 9� 6 , SECTION MAP / * g\ / f 87010 2 E] EDGE OF EASEMENT DOC`N0. 1453482 \ g23 3 SAN I i- ' I / 9 A POINT g2.7 FEET / [ y�2< TOP=922.6 SURVEYOR a *9� 1�� / \. *92\.2 \* INV=902.8/ _ III l [ \CULTIVATED FIELD O s21.5 SOUTH I/4 CORNER By: _--- -4 1,415480 +1�,,,,, jjij11x\ *9\0' I 4 *9 *9 PP 941.01 921.1 921.3 a *92\•2 \• * I / o FOUND ANOKA COUNTY Revision By Dote * g\0 A 9 .l A$ I,,.' � 9\g4 / „. °2 , - a2 ' i 922.6„ 00 20.7 * J r$j o.7 T ° CAST IRON MONUMENT \ ` 0 / , ? * A o3 I ✓ M d _\ JMD g` 2• WELL * 4 ? / * * T = 1 2- 922.5 M--111111111111 1 g 30 9\1' \a PP / I2"CMP -903. 24" PVC SAN S 0 0 0• * 2 ' �71 43 _ 01 a� S88 19 38 W S0UTHWEST,C ER 0\ sT s -A *g20 *9 92� - 2 -- s22.s 922.8 °i , �_�I RTY LI 1 -- 377.71 -- , OF TH-E EMI /2 OF THE '"11-7 21 N _ o \* ° peas lo- EpRCEMAIN g . SW I OF SEC. 24 5$ INV= i 3.9=CAW 1 ° '`� C * 9\8' „ 1J 5 sJ�\L- �2 _� �24 -_ �IBA�/ =�'�22� -- TGS Drawing Tit/e: �. /� ' ; INV=90 -S 3� g��3 0-92 2.2 475.05 /SOUND IRON MONU NT �i �* � n 7n ,� L 92 2- �� � - 29 922.7 G R V E L 922 8 r� g2 * n i WITH OKEf�6AP) \26 _ o = 9 9 7 O �- -gam B/y $23 022= - 9� b M6mM6 922. I 92 .2 N CI3in �g+3 _ ABANDON N � F - 922.4 g22_ : 923.0 �g PU �o ^ �Il -F�CEMr4/N 10�F CEMAIT�-SjA\iL * y 921.0 g2\� 921.7 2/ fi?922.9 �5 92 g g22' . 22•A=�2'22-- =-�- I_ PPT- 1 * \2 °j„ 913.4 \ 7 ASS 18.9 6 919.9 06 - -I - 922.3 922.8� MB 922. *�`" �- CBX WV HE �� „ 921.6 W o 92 ' v N = III I p EMH 16.5 6917. 9. 9 �9� =`Vo'V� a / I �I 2"" FORS \66 `1 g18.5 * B T U M I N 0 S 921.7 c,+ 921 = �1� p6 21 0- Z " rn p. �820 8 `9 916. i9 0 9 .8 g g 92*91_ a ONE - ti g2� 6 PPT PPU*g20592°-'9� ----- � . 92 . 921.8 „ 92- 29 2.6� " 921.5 921.0 / I I6I* IIIU IMain Office: _ * SUNDE9001 East Bloomin ton FreewaS p * g y 2"PEP 919.1 q 9•�9D g20•* o, x 921.4 • 921.7 • 921.9 g\5• I I _ 9 Y (35W) Suite 118 917.46k - 5 t g\ 21 01-` 21.4 „ 921.4 910.4° Bloomington, Minnesota 55420-3435 C * 917 *i 9 319.2 -EDGE OF • s1s. �� �� 2 .2 s2i.s • s21.s OWNER. BISON DEVELOPMENT g * .9192 0.1 7'�.921.4• 921.1 • 921 �i 21.7 952-881-2455 Fax: 952-888-9526 9` * g_Vy--9\A 1 RIPR UGC LP V�� g\6• � --2 -OH 918 919.3 x 922. 2 D r s /v rtd�l=lq»A* 3 A * �144.56 CL%Y OF Ll L 0 .2 " s2o.2 . 92o.I 92� „ 2i.s CO., INC. l.�TD Ot% as ( ) 512.= O�E 9�0 917• *A gL7, n „ g2o� / • s2o•7 • s2o.s OWNER.' KENNETH & CONSTANCE Branch Office: / Cloquet, Minnesota 218-499-8267 PPU °n T 917.3�910.8 v / / r,T 11 DUELLMAN / n/'/� MII :9Ts3 /� l E)T/ / /A lTF_- �_v/ / L.c_vI.Yll E1 Project.- Bk/Pg.'660150 Dote: \tip • 91 5 o •,s'9L 17. TOP=9I7.4 / V l./ / \ / `7 /' l./ / / V l L_ 04/27/20/6 • l� /8" CP l� O INV=905.3 A //-1 �) T/ /��/) / A / Tr__- Township:31 Range.-22 Section:24 �' A //1 Ann /Tl/l A / / V L// \ / `7/ L/// V / L_ I Sheet: Of 2 File. 2016016005-AL TA. dw 9 TS �� 9 14.8 - . - - / ` . / V LJ /-I LJ L/ l l l lJ l V L TM 907.5 • 907.3 I F-A A/ATF- L _ L_ /-\ I \ V V /-\ I L_ 1 \ , 05.4 I 1 1^ I N I r- .--..-. D A I-) I </ Q I \ r E 05.2 \ N 905.3 \ 904.9 J I 904.3 904 90 �9 TOP CMP 8gg9yy9..1 CM Pp' 9 NORTH LINE OF SEC. 24, T. 31, R. 22 -- 2566.7E �05'5 79 NW CORNER OF SEC. 24, T. 31, R. 22 I I I I I I I Cd n I • 906. I I I CYC C] I - J I L U� LIJ _L / I r A 1-) 1 A/ A T E 1-) /,\ 1-) r- r- I </ I I I /I� I I:� I N I .-.. /� r- N I r- 1-) 3 b�65 �L_L_/-\I \ VV/-\ I L_I \ �I \L_L_r\ I L�U.�II vr- L_��. �L_1 v T 1 L_I \ 5.7 T / /l T l I / A /-1 I p5.9 / I N OWNER- GERALD L. REHBEIN yl OWNER.' GERALD L. REHBEIN 0 STe� 90 .3 sAN / N TVH LINE F M n /906.6 900.3 [1F� li '1 O6.\ TC NORTH LINE OF THE INP 875.5 9p22 ///,( `�\9-II I *g°\9 THE E.1/2*® THE o o O Qr 6 l $ sw I /4 OF SEC. 24 N88 °55'54 "E % 6 � ,/ 909�84 \ 6 � ' / � � � SW I 4 OF SEC. 24 * � �------- o w °° 0 3 6' x9°ram � \ gob. &E TCSo 0 1 uTC 6 / (� [S00°38' 5 E] --wv Soo' 1310811E 906.2 30.00 STC NW CORNER OF THE 906.0 E.1 /2 OF THE SW STC 1 /4 OF SEC. 24 905.7 TC 7 LLI = V 905.7 H W wwN p O \ w = U \ z<D - h �: ��V)0 W LL J<M: 5 LAJ \ 3: v Qz W W EM a- 9 V 05. O � O 904.E h 'O OD 5U OD 90A. 904.2 �+ 905.E /w Q 903 0 4z- 9p36 * C.0 �{ / 903.2 9� 903 902.5 x 907,55 .5 C - -- 1 x 130115 g0� y0 \ ,00 A 9°5 g°/may g * �� \"3. 4.7 x 905 0 ° q - 9 sF �9p 90k �9p x 904 x 905' x 9p5 _ �j x Y f / 9-10°0 5 9 \ o ., I .5,� so 7 ) / \ / �_ �--- R- - / �� \� cL o\'2 � °° \ �9°\ gp2 � � p G 905.9 9 5.8 Ly Oyu / LSIN` OZ� J$4 p2 T3 CO ,r/ 13"COT * 9 \ 1� S89 O C T 9p25 g0 9 9 - 9_ _9 * , Soo.. 00.9 . g026 x 90. 904.1 • 904.3 �o EDGE OF A WV 13 T PJ \� g , ,-12 - 20.00 TC ATTAILS 9p2 o c f M [N89°4 '03"E]9p22 `I 2� 9 �� Ike g/ 900.3 S \ ZA $- 100 I o 8-5 , 372.56 2i" PVC sAro S T 901.1 �� xg ��\ D �/ * gp0• 9003x 5 x 90 x 9 * 9- . 9 * g0 � I � � C 8 , N 88 5 5 - - - 8-8ARI °�° •0� j 2 899.9® 899.7 °�°° \ ' 903.3 04.E 2 I I 2 x9 . OUND MNDOT RANS I o C SAN ' TOP=902.8 Rom° :� 1 �� 9-7 n O N N \O UTILITY EA EMENT DOC. N0. 1609908 901.4 �03 9-6 03 \ 3INCFi�QLUMINUM MONO 905.8 TOP-9o5.o 17 ®- INV=875.6 \'� / 0 MONU TS 0r 9 5o TC IN875. - 90 -9 x 90% i 9-8 9 POLE E �� 90 .9 a -35, 801.5 /8-10 -°3j \ \ 8�9.7 A \�� ILLBOARD SIGN 03 2 903 �899.4 . x 900. * g00 2 p A� 00.6 * 90\ 3 x 9�\a PROPERTY CORN 903.8 _ x 03 * 9 9- " * gp 9 13 \ FALLS ON RIGHT R/W SI t3\ o O n� �1 ERN L/GTS BL I/ y / �99.6 ®� \ \ OF WAY SIGN yI FENCE 0. FEET 9 r EA�IS�ME4T DO $'�� o o � � „ / \ EAST OF sot 0\ 0" CPI � v, N 16 9908 ' 0 88 2 g2 a (NOT BUILT) * 0�6 g0,�2 *9p�$ -� 8 00 \ p\ g \6 PROPERTY o �/. �90°' U. (�0 * 90� 9p3 8 x 0-5� x 9 / �9�1 899 x 90 x goo• x 90 ' . 8g x 90°' \ 2 I I v�9 SANC VP ""\\ 9 / - , g0 x 01.9 . 902.7 = 903.2 O \ i9-3 \ i ANCo A0ENN I I / I� FEMA ZONE a� / os o ✓ x g / / g r\� . �� 120 3 `) rn ` 90 . TRANS G 90\ S /* 900 9 i gp0/o \go\ a �°�`- -g°3 ° x 9p2 �0\ x 89 �I� v/ ' $9g O 9 (\.P� \� ( O x Sao 3 x 900? * 90 \ * 90° 5 \ ! 90\ •/�01.9 • 903. I . 903. I I O „ / x9 p / i2SRSP GP I I �90� 2 �* I ® / ��P�O �F p�F,�� / CB T P=907.6 C I 7 I I / I\ V �j I III INV=903.0-W n' 901.E 3� / I I � Wz* / 90 \ 00.2� 8* 100.9 P Or x go4� � 0\ * 0\ x 90o $99? 9g 5 9 -1 x 00 0 * goo•2 x 90° 5 / \ 3 \ * g0\ I I I I o �� / 7 4 *� I O� 9 / 9 9 ��* x89g * x8 *8g g .90 / / •902 =903.7 Z_ I Q a�rao 9B- / '� / r' / \� Q w M I w o FEMA ZONE,4 872 I / I / v = U Z / 9� 6 9� 9 3 ' g - -9$3 ' _� / 2. 11 \ * 6g x 8gg' x 89 x Soo \ 6 x 90\' �0 2 5 U o 3� 17 x 02 /v S0oa . gp x 9p2' x 90\ 9o06 * 9 34 /Sg \ x 90\ x 90 * 9° Z I = I 9• 9 / �� �9�`L� -< • 9�2.9 • 903.4 3 SO �9-28Lna all N�z / ~� N x 9p2 1 / * 90\ 5 9 : 00 9 902 * 025 \9 \ 3 0 GF' O x 9op \ x 90°? x 9op6 / * g0\ 5 / 25 9/x 903 3 * 903 \ 039� v� 0 w � Q O / * g �. 90 J �Q Px 9V - . 90 x • 903. I • 903.3 • 903.8 I rn W U 900. \ * 8- I 99.9 / CD / 22 G / Gv w I w Y 8-15 \ \I / / / 9 p w I °\ x 89g 3 g I Op9 * 900.2 06 'I g 2 h 0� x 03 w � p t8-15 Z 9 2 x 9�\ 6 x S 5/ x 90\ I , 9p2� x 9p2 x 90 * x 0g * x 90 x 90\' * 9029 x x c . 9036 9 • 903.8 O- I N LP ° Q U � w P °p l I 1�� 900. ass. OWNE : REHBEIN PROPERTIES o a I .9op 899.8 t 8 6� \ h 22 38a V 9� 9 v� 06 /go\9 \6/ I = I -� / x * g9 • x 90 ' x 90 ' x \ 9 * g0� /90%6 890 0 x 6g x 8 /\ I x 90 x g° x 9p2 3 x 9029 �* 9p3 ° x 903 9 90A x 9046 . 904.3 U / x 90p6 B99.I \ `/ / / ) * \ / I • 904.5 I O � 89 .4 \�� / ZONED GB -GENERAL BUSINkSS a Y L 8 g i \ / 9 3I �' g �i \� � � 1 * 9op' , �$g 899.7 x 90\6 x 90\ /90 �/ * 9 O x g9'� * \ op 3 / * o\?°\ 9 p2� x 02A I I ,I m V • -19 J ' 8-17 /• 901.2 9 ��OJ�j S $gg6 . 0 * 9� 9 I g°\ 6 x 90\ 9= x 9 9 ®90217 x 90� 6 9° x 90`` 8 x 90� I x 90A 5 I I I O 99.6g 900.2 / / / �F��/ / ETLAND NO. 10 wE l to -a I 0 O 8-1 �9°\ 89a.7 P �� FLAGS 3, 5& 6 P902.5 I a I I m 1 3 m o 89\ \9 � ✓ 0 * 9- � �� x $y9 6 x Sg9 6 x g99 x 90° x 90\ y 9 2 A * gp2 9 * W E� NOT FOUND 10-2 * 9�28 90D I * g0A9 * 90� � x 9op 3 90p I I I x I O N Of � S" sA g0 g02• / x 9 11�6 111 \ -/ i * I I w Q I ass s �j / FEMA ZONE A `' / r I o w w 1 g0�� \� 900.0 /87 11 4 I A \ I I w z 0- I q0\ \\\ \\\\ �_ J 99 28 9 898. g99 , 8g9 9 .8g9 9 5 x 8g9 A p0 I \ p p9- 3 03 6 3 x 03 A 3. \ iii O *$9 x9 x90 I 1 x9 x90 *9 *9°E x9o31 g x oA� x903 �29 x90 x9oA' I I Ix CB 3 TOP=907.0 INV=903.8 I 40 0 90.6�"�! �\ \ 8gs 8\ S g 6 g'I 9 �90 ' � \8 g A A A\ x 9 x 9x 90 .9p2' �p26 0g x 8g x 9g• 0 gp\ x 90 '\ x L x 9of' x x 90 A 0 6 9 9I I 0 9 0.5 y ♦ , l\ \ \\ x8g \ \ / x91 I I I � ' ♦ \5 -tea x9006 go / \\ \ 09'9II . 1 x 90\ * 8g 9p0 ° . 90p 5 go?-:,\* g03 p x g03 x 9og'2 - � * g025 x 902•� . 902 �31 I I I ♦ I88 \ \ J II o LP I 00 I \ \ FEMA ZONE X `I I g00• �) \ � \ h 8 * goo.?- . 900. I . 900 9 " 901.3 * g0\ 6\ x go'43 x go2•A x 9p2 L x gp2o x 9022 x 9021 / * 903 / 90A I a I M � *� 3 9p\5 * ag1a S�,\ ♦ **9;\\\s \� . 9op � 9096 9°_ 9•900.4 \90\ 9p2x 9 •9007 . I I dlIIII IC61 I. I cO, I V \� \/ 4 p \\\ 5 900.3 oo 3 , 900 A x goo ' x 9o\ 3 x 90 o22 * g02 $ x 903 x 0 * go" I I d I l n 90p' 900.E * g � I x g * 90\ 5 0\ 3 ♦ <' \ y3 �� I I I 2I "RCP TCB P=906. tlF11 ST S INV=9034-N x 9 \ * g00 6 x 90 \ 2 x goo., x 90 x 90\' x 9p20 x go� 9 ° x 9 A I I la INV=901. -S ♦ \ 8 .9 x goo x gpo•\ \.2 pA• p5• INV=901.3-W • 900.3 ♦ , \ 00 L�Q x90°6 90\' * \ g00 \ \ L C �/) \ 1 I I I (V x 90\ ♦ ' \ \ \ \ �LI� O9 �C�9 \ \ ♦ \ \ g C�tr \ y�� \ 0p6 9op6 9op9 pS 90\ / 002 ' oA ° . oA 9 06 o �1zo \ �9`�"�FENC 5.6 E WES OF PR ERTY E hU LI I 100 • 901.2 . 901.2 ' 901.1 * 9\. x 9p2 Q 9 g06 � x 8 I I 1 1 rn _ s 4.7 * gob j UA II P LEGEND �Fgo;`\\*89°\/xg *g ( a Denotes iron monument set marked /' �\ \ *90\6 with P.L.S. No. 1548E I < ♦� �\ 7 1 \ 2 o x90\ \9p2 I 901.7J . 902.7 .903• MgoA x I I I I Denotes found Iron monument marked with a x / plastic cap RLS No. 17765, unless otherwise noted on this survey. > ♦ \ \ x \ I� II 00 x 90 \ 9p\6\' , \ I 0 I f n♦� g°A°xI P AIS Denotes advertisement information sign ° / �- \ \ x9p23 *9p26 *9p2 I G N a II BTL Denotes beaver tail curb xg0\9 ^ I 9 I I "'� \ CB Denotes catch basin \ \ I IT 899.E FEET CBOX Denotes control box *I \ "���lll... \� \ 9 *gp22 3� gp3k I ON 3/14/2016 W \ I9 * 023 yx WATER ELEV. CBX Denotes communication box CC Denotes curb cut CMP Denotes corrugated metal pipe o I I o CWB Denotes concrete wall base \ / p2o \ \\ �0\9 9 I ; � II c6 CWT Denotes concrete wall top / �9 \ \ w w co INV=Flo I o, TOP=905.s / 02.8 DIP Denotes ductile iron pipe ° I EB Denotes electric box \ \ 90\ I a I EM Denotes electric meter A p26 \ �\ �T� * B g°2a* I 899 I 00 III EMH Denotes electric manhole '�' _ *9p22 \ ♦ �' 9 �Q b FOL Denotes fiber optic line*\ GP Denotes guard post *9p2 \ �`25.g 5 I II o GW Denotes guy wire ♦ TO sss 3 a L I HCR Denotes handicap ramp \\\� 899.0 J) HYD Denotes fire hydrant -\� 86 ?¢ OF WAL / / �100 899. I ��p x 897. '\ STsp so . INV Denotes structure invert x9 / LP '0Denotes light pole � \��\ \ ♦ 9p1.2 �' / I I \ N MB Denotes mail boxMC Denotes metal \\ f ✓ a J� I (v.N I MH Denotes manhole cover go35 *9°b\ \ a +9�5 44s. I 1 r�a o i b4 OD Denotes overhead door *go3 \�\\ \ 90 4 *g \ �\ O o OHE Denotes overhead electric line +9 o PEP Denotes polyethylene pipe p� 0 T �\ i� I m 0 1 PP cy Denotes power pole 'oT �� �i \���� �� 9 3.� i BOX CULVERT I vEi PPT Denotes power pole with transformer q,� F o ��\ 89� �� + TOP=904.5 � INV=894.6'/- PPU Denotes power pole with underground utility *g° �'" \\ e •9 �� 4 RCP Denotes peilnfolrced I�ondcretleepipe �� C'0(9,f,C' goSA\ \ a � � T � � - o 138 �� PVC Denotes 0, �� �� SAN Denotes sanitary manhole * \ \ a9a-.589 18 E I SANC Denotes sanitary cleanout ti0 \ \ \ - 41.36 SAN S Denotes sanitary sewer �k5' o ST S Denotes storm sewer °' FENCE 0.9 FEET STC Denotes top of surmountable curb � � I WEST OF TC Denotes top of concrete curb _ PROPERTY LINE TCS Denotes traffic control sign $ *9° �CB �F UND MNDOT 906 1 I ` TOP=906.7 TRANS Denotes transformer ' _� INV=902.0 3 IN ALUMINUM �i RCP INV= UGC Denotes underground communication line MONUM 1TS 9072 \ 1 0� S 24RCP 904.8 UGE Denotes underground electric line / 1 1 I III�00 STS VP Denotes vent pipe W Denotes water line WV Denotes water valve COT Denotes Cottonwood tree EVG Denotes evergreen tree TR Denotes deciduous tree 60 0 60 120 SCALE IN FEET I hereby certify that this survey, plan, or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. Dated this 27th day of April, 2016 SUNDE LAND SURVEYING, LLC. B y: ---- -14 Mark S. Hanson, P.L.S. Minn Lic. No 15480 89 .8 903. I 897.6 gp3.2 go CWBSWB Main Office: 9001 East Bloomington Freeway (35W) • Suite 118 Bloomington, Minnesota 55420-3435 952-881-2455 (Fax: 952-888-9526) Branch Office: www.sunde.com Cloquet, Minnesota 218-499-8267 File: 2016016004. dwq Sheet. 2 of 2 F- in U M a Cl 00 19 V, , v, a •o I'-: a ir a I 0 a 0 LD a m i !o 70 i i 2 . 11 �1� � - , , GENERAL NOTES FLOOD ZONE NOTES DESCRIPTION OF PROPERTY SURVEYED s. o\ , (Per First American Title Insurance Company Commitment for Title Insurance Commitment No. 6 a9. I I. Survey coordinate basis: Anoka Count Coordinate System, NCS-773837-MPLS, Commitment date March 25, 2016) \ ) y y y I.) The subject property lies within Zone X (Areas determined to be ' ° , NAD 1983 (1996 Adjustment) outside the 0.2% annual chance floodplain) and Zone A (Special � \ -� ,�% / Flood Hazard Areas subject to Inundation by the 1% annual chance Real property in the City of Lino lakes, County of Anoka, State of Minnesota, described as follows: I. I W \ a . 2.) Wetlands shown hereon are per delineation markers observed flood, No base flood elevation determined) per the National Flood The East half of the Southwest Quarter of Section 24, Township 31 , Range 22, Anoka County, Minnesota \ / process of conducting the fieldwork. Markers were set Insurance Program, Flood Insurance Rate Map Community Panel No.s ° lying westerly of the westerly right-of-way line of Interstate Highway No. 35E as described in Final \ 11 _ \9 �\� / i by Kjolhaug Environmental Services, Inc., April, 2016. 2700150366E and 2700 obtained f both dated Map 16, 2ent Certificate filed with the Anoka County Recorder in Book 1033, Page 414, except the following parcels: I , 8s ° This information was obtained from the FEMA Ma Service Center tO W 1 ` sTSA 9_29 3.) Site addess is unassigned per zoning letter dated web site. ai I 89s/ 898.7 March 17, 2016. Parcel A: W 1 \\ SS I /, ^S� Beginning at the northwest corner of said East half of the Southwest Quarter; thence east along the 902.6 80 9-28 2.) The flood zone demarcation line shown hereon Is approximate only north line of said East half of the Southwest Quarter a distance of 16.5 feet; thence southwester) to o • 1 '11 \ \- ,.\\ _ S� s.7 9927 4.) Proposed features and the building/parking setback lines per scaled map location and/or graphic plotting. FEMA maps are the Southwest Corner of the Northeast Quarter of said Southwest Quarter; thence north along the west 90��-- 0 \ y S. shown are based on a site plan prepared by Lampert not precisely drawn and do not scale uniformly. Contact FEMA for line of said Northeast Quarter of the Southwest Quarter to the place of beginning; � \ 46-s0 � / \ Architect dated April 19, 2016. final determination. L 99:Sa/ I I /��� \ \�9� 8 /T SA Parcel B: �_ \ 9 , , ` z I 40 0.6 \\ a9 \ UTILITY NOTES ZONING NOTE That part of a 50-foot strip of land hereafter described which lies east of a line drawn 370 feet west m \� v �� i � < O' 1, of, as measured at right angles to, the north -south quarter line of said section 24, said 50 foot strip Z �p 9 0• ol cc 1.) Zoning information shown hereon is per zoning letter dated March 17, of land being described as follows: I.) Utility information from plans and markings was combined with S 2016 prepared by the City of Lino Lakes, City Planner. pp 4 -4� 4B , � I \ I � \\ sr observed evidence of utilities to develop a view of the Commencing at a stake on the east line of said section 24 distant 21.5 feet south of the East Quarter ?.s I \ sss \ `s0 underground utilities shown hereon. However, lacking \� O�, 2. The Land is current) zoned GB, General Business and LI Light Section corner; thence South 52 degrees 27 minutes West 4,599.2 feet to a stake on the south line of 902.9 � U� \ � excavation, the exact location of underground features cannot ) Y 9 89 XnN �O be accurate) completely and reliably depicted. Where Industrial. The LI, Light Industrial classification allows the Land to be said Section 24 distant 1592.7 feet east of the southwest corner thereof; 89_ PROPOSED DRAINAGE \ �s y> p Y y P LLJ� F` additional or more detailed information is required, excavation used as a permitted use a warehouse/distribution center in an --\/ - AND UTILITY EASEMENT \ Further excepting Parcels I and 2 of Anoka County Highway Right -of -Way Plat No. 75. _� \ may be necessary. approximately 41 I,000 square foot building (to be built) (the / \ \ I I "Project"). A conditional use permit and ordinance text amendment so3.s \ ST� 189_• I ` II 2.) Other underground utilities of which we are unaware may exist. are required to allow for open and outdoor storage, in accordance w PILE II 4 - \ � \ ``, 5 3$116 E Verify all utilities critical to construction or design. with Chapter 1007.120(9)(e) of the Zoning Code of the City of Lino TITLE COMMITMENT I I \ 5 67 Lakes. \ I I I I I \ 3 3.) Some underground utility locations are shown as marked First American Title Insurance Company Commitment for Title Insurance Commitment No. 4.4 4 - "E onsite b those utility companies whose locators responded 3. If all or an portion of the Project is partially or completelyNCS-773837-MPLS, Commitment date March 25, 2016, was relied upon as to matters of record. I � I � �� \- ��� ° 5150 Y Y P P ) Y P j P Y `� o \ '9T O \ 9005 to our Gopher State One Call, ticket numbers 160400111, destroyed , the Project may be rebuilt to its original size and j 03.7 � ' 1 Cry .2 \\ 337.8� 160480507 and 160480514. configuration, without any further permits, approvals or the like Schedule B Exceptions: °WB 48 .s 1 I \ - / �/ other than building permits which can be obtained If plans and - so3.9 j 14 /�, \ 4.) Contact GOPHER STATE ONE CALL at 651-454-0002 specifications are prepared in conformance with the City's building lO Exceptions are indicated on survey with circled numbers where applicable. cwe I I FEMA ZONE A F \ �, s I I � � RC,O (800-252- 1166) for precise onsite location of utilities prior code. I�p I � \ T'i� to any excavation. 10.) Subject to Judicial Ditch No. 3 (AKA Clearwater Creek) as shown on available maps. 903.5 `\ 1 ' \ � I I I so3.s / \ �, 9`/CI AREAS 11.) Any adverse claim based upon the assertion that: Q ��� 1 • � I y q Lot I = 1,213,513 square feet or 27.858 acres I_ J I / - r- t J _ _ _ \ I III, (a) The land or any part thereof is now, or has at any time been, included within Clearwater - � W /s'cMP - - -�; \ \ �� 041 35 �< �'A Outlot A = 682,325 square feet or 15.664 acres Creek; J _ 0 4A m ST S I ,"- / =� .\ \ \ 01.48 '9,P �� Q ) 0 1 / /�� ' �� - ',� _ _ �L (b) Some portion of the land has been created by artificial means, or has accreted to such � so I, // / \\ \ \ -9T ti Outlot B = 438,598 square feet or 10.069 acres / \1, ,� ��p portion so created; I aA >W 5 i \ v(/� \ S ,--- SS0 � � Cedar St. and LI- Z� I 1 IiI� \ q� /�'/� �a' \ `SSj�// 21st Ave. (c) Some portion of the land has been brought within or removed from the boundaries of thereof O I o I ✓ \ '9 � \ F F Right of Way = 124,661 square feet or 2.862 acres by an avulsive movement of the Clearwater Creek, or has been formed by accretion to any such Z 11 I �\ ��F, C,,A \ \� , 8''� portion. I 1 IV if - `\ � 9,QF A 026 3 Total = 2,459,097 square feet or 56.453 acres � / I,I 902.6 1 % / � \ N � \ •� \ 32 35 Riparian rights incident to Clearwater Creek. \ a N I'I II , ` `� \ -9T 1/0 - , \ 33. c - 6 I ' / \ `� �, 'A �3 \ Matters, if any, arising as a result of the fact that the boundary of the land along Clearwater Creek . \� _ 900 °° 1 ii i c�F \ S OWNER: ARCHITECTfDESIGNER: S is not a fixed line and will move. Ii _ \ `� �` i0 /�( Rehbein Properties Lampert Architects ec Z W Q o CA 0 lei i , �\ - `SS- \ 7625 24th Avenue 420 Summit Ave. 12.) Easement for electrical transmission purposes and incidental rights in favor of The Rural 0 7 1 o w\ 111 I �-- \ `\ \\\ \ ,�I. . 'sr0�011 \\\ / Lino Lakes, MN 55038 St. Paul, MN 55102 Cooperative Power Association as contained in Easement dated February 7, 1963, recorded June 24, QkL_ - I 7 1 / i i I \ \�� \ ( \ F V 1963 in Book 599, page 390 as Document No. 249107. \ 'A / Contact person: Rick Fox Contact person: rh = 7 M I' I \ ` `` \ \ / [not shown on survey, easement is in Section 34 W cn , - / / James Berthiaume ] �� -J Phone: (763)426-0896 fai wo II O o 1 I i I \ \ ` ��/ \ l}\ `� Phone: (763)-755-121I W Ill I �? IJ III / \\�\ �� `, �I� '" I� �O1 DEVELOPER: 13.) Rights of the State of Minnesota, including limitation of access to Interstate Highway No. 35E, Z � 1 \ ` ` \\ I �' ' United Properties as contained in Final Certificate recorded May 24, 1973 in Book 1033, Page 414 as -7 � o I �; III \ , .; � � P NO, � P CIVIL ENGINEER: L - \W c I II 3600 American Blvd W, Document No. 389552. [shown on survey] I / \ \ , \ / QQ' Plowe Engineering, Inc. gg I ", ( � \ rr Suite 750 6776 lakes Drive, Suite 110 ", o\ �`' � I 0 I i I �` �,\ I� \ \ \ \\ \,� \ Minneapolis, MN, 55431 Lino lakes, MN 55014 14.) Terms, conditions, covenants and easements as contained in Quit Claim Deed from Northern � � o, 11 \ �\ \ \ States Power Company dated November 18, 1992, recorded December 18, 1992 as Document No. J o3.1 `'' I `11 I ` ` \ �S\ Contact person: Q \ 900. 0. I I I I \ \\ \ S, P Contact person: Charles Plowe P.E. 1013286. [shown on survey] 4A_ < I I PROPOSED\ \ \\ \ � I ." , \ I Brandon Chompeou Phone: 651 361-8210 G� _ I J I," I i 1, /\��\ �o� x \ Phone: (952)-835-5300 ( ) 15.) Easement for electrical transmission purposes and incidental rights in favor of Northern States I 11 It- I, , PONDING \ k 11 \ \ \ �O� Power Company as contained in Easement dated December I 1992 recorded March 19 1993 (� \\ \� I SURVEYOR. p y I I 903.3 f I 7) 0 1 I I \ � �.\ \ --� �� \ \ \ \\ F % I I Sunde Land Surveying, LLC as Document No. 1028503. [shown on survey] \ rn II / \ ` ` -- 1 I I 9001 E. Bloomington Freeway z �' / I/ \ \ `�O \�,C)N j Suite 118 iO3.5 \ ' ,= I IIII �`\\\\ \ _ __ � I I As affected by Assignment and Assumption of Easements dated December 29, 2000, recorded o ' (\ � p .G 00 sss I I I Bloomington, MN 55420 February 20, 2001 as Document No. 1551284. 4 7 I- z III /\ `�`�\ � _ <Z I- . \� \ �00 \ �� �05 bI � � Contact person: Mark Hanson 16.) Terms, conditions and easement for sewers and utilities in favor of the Metropolitan Council as w_ f / I \ � -- �� S k I Phone: (952)-881-2455 / It I 1,1 II \ ` \\ \ `��s\ \ g� �I I I I o contained in Easement dated August 26, 1999, recorded August 3 1, 1999 as Document No. so N 1 / 11 � � \ \�� \ \ \ 11 \I I \ / \ \ \ � r''-�1 \ 896 3 a � I I f °' 1453482.0. [shown on survey] 4A 1 \ \� V11 � I I / �_ siFTWAL 899.0 \ `'� / - \\\\ \sss.l �) I �100 -- 17.) Easements in favor of the City of Lino Lakes as contained in Quit Claim Deed dated June 13, I I \� \ ,/��/ � / � �\ 7 \ sT�\\O 90 / l/ I , ; 2001, recorded October 12, 2001 as Document No. 1609908. [shown on survey] / - - I o nj ' � V 'S V m \\��\ / �g�\ ----_ _ _ _ _ '' r \\ \ J \. �/ I mNN I 18-19.) Not survey related / I FI _ � / I / -- ___ ---_ _ _ _-- _ - _ _ _ - �� �� \ n�\� ) l �o� Io 20.) Subject to Anoka County Highway Right -of -Way Plat No. 75 recorded April 28, 2009 as I - - - \ Z \ � '\ C 90 4 I �-- ( - Document No. 2007086.001. [shown on survey] so . J 4A 1 ii / I i / \ --- _ If, I \ +� o \ i j Ld I \ / ,p/O T \ 0 m I I �T�� 21.) Easement for electrical transmission purposes and incidental rights in favor of Northern States -i a / \ I�-40"COT , ' 9 3. _- R 0- o, --- --- ------ ----------------------------- _��------------------------- y �iy �� BOX CULVERT i�t1L�� Power Company as contained in Electric Easement dated April 29, 2009, recorded May 28, 2009 - - - - -r - \ S : 9 F TOP=904.5 / ox i I I i 7 I / I �^ p���- �'o \ \ M �\ 4 ,' INV=894.6'/- � as Document No. 2007732.006. [shown on survey] 4° I I1% ---- - - I --- I ---------------------- --- J--------------- 9� cOL�A, �� , a �g T, - �i►E / 22-23.) [Not survey related] � P -- 1 -- - -- - -- --- � - 490�'�� cwe _ ^� g018 38 III, II m 11. I 1 I r 7 7 -I- 4 7 -1 -I- r- T; -1 i "I -- �` + �- 0 41.36 24.) Subject to Cedar Street as laid out, travelled and shown on available maps. Co I I I �- J FEMA ZONE X ,. • 1 0 �-- N I I I I11 I I I III I I I I I I II `, I / / I - WE OF / \ \ W F FEET V w I � I PROPERTY LINE P 1 \ lI I ' i r0- � - - � I � - - � I - I % � \ �� / / 1 \ F UND MNDOT TOP=906.7 T O V l Cl/ V l / / MAP I , I r 1 ` - I ♦ / / INV=902.0 INV= Z /'�/ �- -I- I -I- J I 1\ ♦ \ ---- - ---- -- ------ - - � ----- / 3 INON UTS \ I RCP INV. ----- ----- I I \ - I- - - -1- - I - I `�--------- ----- �l / y� �_/ M U/I IE�TS -\9 7 \ 2 1 00 2SR�P I �� r - -� 1- - - -I- - I �6" / � / \ EXCE TI Nft (� III 1 0l 9 - I I - I - I \ / / �P "I I I PARCEL 2 0' N I ' 'I -10 - - t I- - - _ - -1 I - I II I I ANOKA COUNTY 20 0 NIA` ' ' = 1,213,513 square feet or�7.858 acres � _ \ I J O 2 CSA.H. NO ,. MAIN STREET _ ° N✓SOUTHWEST CORNER- / - - - - \ J I _ ti I ' III �OF THE NE 1 /4 OF - _ I I /- SOUTH LINE OF THE NE I 4� I I I RIGHT OF WAY ' THE SW I /4 OF SEC. 24 -I- -I I � I T � MAP N0. 75 0 = = 2 I 11� _ -9g / OF THE SW 1 /4 OF SEC 24 �� I I I Q� 1 � - , U � o �� � tJE - �- I ---- --------------------- 4Ar-G3. 9��' , `__� I �_-� --------�-------------------- - 0r V COMMERCE N I gn� - 3 9 T _ - gl i/ gI I I I I I I ( J I / NORfit� Li NE' OF THE SE I/4 �P�AF�CE�I I °' N l w o 2 lI L 10 , L �,I:LLl� � I \ / \ \ / OF THE SW I /4 OF SEC. + ANOKA COUNTY ^ O ,� ` C) Q J � W 9 a iI N1k I NO SCALE 905.8 995Q L ---��_ � I RIGHT OF W5 1 ) -1 r�l` ' ZI 0 Z � k ' -� "�, sE I 4p I I ------ L_J I \ / / MAP N0;�75 1 I �( 0�'S I zo O e a 21 II � 83.0 set _ - - - - TrTr-I�� �rvT� -Ia � n Q --J I I I `� /� 1� N - _ I I L J J LJ JL� JLJL JL J J J J JL LJ JL LJ JLJL L J J J J J LJ J-JI �_ I I �1 U. I CEDAR57REET /J �, I 9 SOUTH LINE OF ANOKA COUNTY SITE / I I I / SEE DETAI111-3, o RIGHT OF WAY MAP NO.75 SEC.24-T31N-R22W t 1-1 / Q-- yes- -� I I-' m - / - ANOKA COUNTY, MINNESOTA zi I I aS / / I I I 1� �� ---7 o W i II 1 I I I `° DETAIL Z Z Z N I I\ I 100 /NOT TO SCALE` Q I I , BENCH MARKS BM L1J I I 1 � Ld I �^ / / II i I "I I � � NON -ACCESS 1 00 C"11 I p I I I o rn PER 0 � \ ~ I I / / / I � I p3 z (V t<OL N0. 7 NAVD 88 DATUM a a � ANOKA COUNTY RIGHT \ n 1 LL.I J / MM I Lv W I I a o ap 0p � 0 N No Z) I / M I IQ W I 10" ) a O° 1.) Top of metal rod with disc marked MNDOT 0 C,I \a I / I Z 913.6 8 L (D IV N N PARCEL I / O ANOKA COUNTY RIGHT 0282S 50 feet south of Co. Rd. No. 14 on the � 1 � � I I I � I I - r z �c � OF WAY MAP N0. 75 IW,Q \ _ � 1 ��--� NZa_ east side of the northbound lane of 35E. a \COUNTY RIGHT OF WAY Elevation = 931.46 feet \ I 1 �" I I (n o SOUTH LINE OF ANOKA L I / 1I /°�1 p I I a J I I I / ` I w � � �, FOUND MNDOT MAP N0.75 / Q 1 I o 3 INCH ALUMINUM 2.) Top of top nut of fire hydrant in the northeast .k i J 50.0 I 7! 65 �/ s-54 I lO DsI4.51 I I- o MONUMENT ``, , 1 quadrant of 20th Ave. and Cedar Street. �j �' Elevation = 910.62 feet \ � O Bl11LDING I 1 / / T I I - z I � U, `\� ' U � SETBACK 'I I � / -/ � ^ ® 2.4 � I � � � I 1;5O N _ 1 o' I _4 1 I 0 13 - 016 3.) Top of top nut of fire hydrant on the south side o I II I / PROP SED BWILDING� 2.4 11 I I A o 5 m� �p o* 16 o* of Cedar Street, 600+/- feet east of 21st Ave. Q 1 0.0 0° �- omw / I J 1 -7 = °' w ' O Elevation = 924.83 feet (Shown on survey) / / � / I / / 402,000 S\F. BUILDINIG I I o 0LIJ0 0w O U U 1 1 SETBACK I,u Q O F in M 1 I ( / / I I ` rZo 4.) Top of top nut of fire hydrant on the north side Il11 912. d _ ,® 2.5 / I I I N I Q u� of of Fairview Street in the northwest corner of the / I 0.5 7- -3 I I fi J w 1 / -1 s12. I I .O ' o No o wao Cul-de-Sac. I �. 0 1 I I 7- 1 PARKING , t w - \ 33m / :�: I PRKING I / - - ®9-a / i 1 ETBACKI Q " \ Elevation = 907.69 feet SE BACK I / / / I1. - 1 / 0 0 Qoz I \- _/ I s- I/ 1 I I I I't 10 I I z 0 j I 1 1 I ®s- s ' ds 9 1 I T) z Z Z. l I \\ 2 I -3 I I / I s11. 1 1 1 s- I I_ I � I / / 1' ' y��' ' / I I //`�' I I W I SECT 24,4TCORN RR 22 \ ��- \ I / I 9_�8 s11i is .s II 1 z� I ZF IIII II Of 2, 1 I i 510. -2 0 ;wI r--.-o IIILJ I b o / / A ° I Z ,Z Z J NQ ZZ Z M / 1 11 I� lo.s y / Iri I "1 0 11-1 w 1-1 � I I I... / W -i I 1 I P w N � Z \, Z ,Z / �� \ / I l / / J N / III I �?Z Z Z _ C' �9052 00 1 I I ! / / / / 918.21 I I 13 ' I �N Q fJ 0 17 I 11 / I / ,� I I 0 I IL, _�IIIIIIIIIIIIIiiiiI�z / a w ^ / 0'9 5.2 3- I / -10 / I 'I II / / / / I N I I I - r0 ,J I / w (n (/! 3-2 ' 1 3-4 1 / 918.0 ONO I rn I I I 0_ cV I / OLE0 11 /Q I II J, / z / 1 F- r-I r , � r� -i -Ir r r -Ir�r -ir r-i r �r r �F r r r r r� �� �r M � �I I II o 00) / k L_IJ, �z / / I I L - -1 ill -1Jr� �r �- 6 s I II0 0n I l 3.0Cd (� �' 905.3 I r -- �L - I I BIL B R I mac, I I I a] O J_ L�6� w 1 I_ _ �' I I \ \ / / / 1 /siG I . 3 o z LEGEND `®3053 W r_I _I_J i �� ( � J I 1 i \ / L_-J ���\ / / / I 1 I III moo Z'Z�,-- I I (n I I I V > I I I s2¢.4 III I � / / /11 0 -Q I-) 1 I ` I I / � � / /I I I N� Denotes P.L.S. No. monument set marked w J - I I w / / � LI- } 1 I - I ) L______ ______�__________' __-------7------------------- �---- / ----� -----f -I o- I I I 6) �w 1 / Denotes found iron monument marked with a � J \- - � I / ,� � I I �`o I - z o � plastic cap RLS No. 17765, unless otherwise noted O �o� - -I - I \ \ �� / / 9 / '� I . /X on this survey. Z QC :t z L - I - ZI _ - I I / I ��� / / / / / I � � z ZZ // AIS Denotes advertisement/information sign -11 1 T Pi C � W 0 w / - L �o - ���I _) ) / � -- / / / j� I n- rI I �, / of N BTL Denotes beaver tail curb - - � - 1 _ _rt '� I �, / IN I o I II - / / Z�w, CB Denotes catch basin N - W Z I_ - l / - i I / - ` J' �� - I I 1 III I N / / a CBOX Denotes control box 11 rkz a I _ _ rn /'\ / / /I }-1 1 I I / / Z, / �,� CBX Denotes communication box / p I i I I 1 ) FE ZONE o I_ - I / I 1 f I 920 CC Denotes curb cut 1Z r I _ I - � I I I / / I I I I II / / CMP Denotes corrugated metal pipe ' Z r - I I I 1 / Z I I I I id I III P / o N CWB Denotes concrete wall base / / I `1 I / CWT Denotes concrete wall top ° o �- - _� I I /I ,/ f� c3Y z U / / PROPOSEg/bRAINAGE Ir I I I I Z / �' I I I I I '/ I I V Y z c) - Q / AND UT ITY EASEMEN I I J 00 3 (n N Iwz / z = w DIP Denotes ductile iron pipe �1> _�� I -1 1 I � ) ( -� % ; L------^---------;gym-------_mor_----- ---- ------ ------ --- ----4 1 I o d I� � �, �/ / � of EB Denotes electric box / 10 �� - ♦` \ Q w E - / 1� � N 1� �I I / z wo EM Denotes electric meter (,r) ----- - 1--------i ���-------- ---- ----� -- ------------- --/ -- i �\ w � / / _ _ j 4Q EMH Denotes electric manhole / 0 /- - - - � - - - - - - --1 - - - - - - Jo -� - --- -� X 1 `32 w� / FOL Denotes fiber optic line I - - - - X GP Denotes guard post / P _____ N89° 6152'/E / 1,'7. /7 N(h0°41'32,I^ r 5� . 2 13' � / GW Denotes guy wire i- �---------------------------- /------�------- �-----/A -------- --- ------ ELECTRIC EASEMENT -- ' 3048 ,32 370 - -------,�-----------------1-3418 - V 11W HCR Denotes handicap ramp / / DOC. NO. 2007732.006 o S5 �- HYD Denotes fire hydrant / Nw , / ( / _ --_ - - - - I (n. / INV Denotes structure invert Ia = � ll I I � _ _ � _ _ - _ - - � / 2 I \ _ � I LP Denotes light pole J I I_N \--__________------- - - -- ----- ¢� MB Denotes mail box = o C) F- - - - - -i r = - T - J - SEE DETAI r� MC Denotes metal cover J ' ", ° / w M I I II �� 11 / I ���,/ �� �,Cb a ' / DETA` MH Denotes manhole / ` g m "0- OD Denotes overhead door 1 o w 1 \ I I 11 \ I / Y / / I `\ / °`L I o o m NOT TO SCALE w o / IT \ \ 0 g• I,I� U, \ OHE Denotes overhead electric line z I� o- I 11 i1� / /"', T ` `\ \. c , �' I., ICI I IN 2Ua PEP Denotespolyethylene pipe J p w / ,0g I ) 1 I' / z 6° �� GW I I I I I I ow PP Denotes power pole p p 1 X I \ I II a1 I / I I / � � �\\ q, , �^) WI/ I I w N CD J >- o I w a < - I 1\II " I1. ® 11 ��4 I 1/ li I / / / \ Ir- / � �c J I o ci zQ ofzo N) PPT Denotes power pole with transformer s11.3 / / , , l g5 T I N w1 W� N LQPPU Denotes power pole with underground utility I= o I II \ L` / ' 2-5 I / 1 I' 1 I I / 0�� Gw a, w N I- O U r o P P 9 Y I �07.9 11\ �' � � � / 1 I; �'/ / ROPOSED / , I �s P� wo CD 330 IO\ r RCP Denotes PVC Denotes peilnfor reinforced looncretpipe pipe I I- 1 _-90831-1 \ O ' I I- 2 - 9 0/ , �F, 91 I / I '1' ' PONDING I 4,1E III I /, / / / /III / PP w w'� N89°46/52/E p I,�IllSAN Denotes sanitary manhole b all <<, 911.0 p►911.5 / / / I I / / °W r� / I I w J Q 907.17 O ° 132 � SANC Denotes sanitary cleanout - 4k / � 2-2 P 2-6 �/ 1 I GW / \ I � ] �� / 11 I / / / / I /GW�� I IIII 2' - o �I0 '\ 41 SAN S Denotes sanitary sewer so I I • II 0O•c CD /c 91i / / / I ►' ' / / / /i// GW / °' "' r, _ � o "yi/ \ $�ST S Denotes storm sewer 11 910.3 910.8 � - 1.4 I I / / / I 0 D S53 48 32 \ \ - l� 11 ® 9 ` II 2-I 7 / / / / I 1 i i ��O /,/� / / I'll 1 / L II I w Z w /. /3 �_;\I --- ' II 47 TIC Denotes top of concrete curb / = 5.10 STC Denotes to of surmountable curb 9° ° I o \ I II ,��� I/ / I 11%/` B 5��0 /I r z EXCEPTION 11 �� E TICS Denotes traffic control sign i.8 � - g _ 1- 45 �E�`Pr\D N I s5 ° / II / I \`\ `\ 4 �� �0��$ ! .�,� PPi / I s21 a I I I I1 Q Q ✓ 53oI6' 1Y TRANS Denotes transformer k. _----- 1 `- I �0 UGC Denotes underground communication line 7, - " Qp�2 I I I � �, �- % II TLOT I, ,,. �-o•�-- _ � / �� S ® 90156 I - p / ,( � I \ ` _ _ _-- ,3 � - - _ I I III /, , UGE Denotes underground electric line II , 9 9 s - '�I AREA = 438,598 square feet or 16.069 acres- - - - - -_ _ _ 5Q ``�Oo �Q6 // / 1 92 M s F r vP Denotes vent pipe IJ J 1 111 zr), ' I 7 / I / / 11 / / 1 - � � � = �-2� � �p\� / / °�E I I °' o2 / 3 W Q W Denotes water line Q I 11 ®s0 .2 / I �O• o l r+ I �b Z WV Denotes water valve 1 �, oE' I ^� II I ;� / s � Jw N°' \ - v '- 910 z II / CONED: �l-LIGHT lNL1�USTR/AL �� / / I I �� \NE1 040 �- 1 1I 7 Q P / / I I I 1II � o / � \W COT Denotes Cottonwood tree �' / / / / I / 11 "_' wI�I 1 � o �v' � EVG Denotes evergreen tree I 1- -J II / / / Z /F, � PP I z Q I I o N o` W I - I I II S2 I O 'D / '(3 / -�_ =w II �N �' ►\."� MZaZ TR Denotes deciduous tree v Y/ / / / < �P��P/ / "" � / I ``�� UZ I I I Q -� ^ W=Nr 9 K ,� Q I 14 / F, / / / \ o �h z I ---& 908. W d OF QG GW O. 1 m w (D �11 U) 0 P,)) � ej o J� w�LQ W - _ _® I I I / /� / / 1 ���e�°� /G / `- _�Q=Y III I I I worms �I aocn� \ sos.1 �sos. / ii / / _ I .�(� 1-2 1- 11 �' I`' O � / O° cNv oho "' z 0 `10 \ I / k*14% 60 0 60 120 i ! 2s�9 - 1 oa / / / �(nJ �;_ OF'� �E / E� �� 0I� �0�, �.J �• ,P Qoz .I/ � II Q I �, ,o o1 4� v It- rwM I I I III 0) I I o Q / / �� / P� / ( / �� o r.7 JZo o ZmU -ti ° (� I s11.1� II / o Z IV ' 0� I F G),/ // \ P I-- o o `_ _/ - (5"TR \� -1W �� I 11 / /II �� af I `'�ff)pJ`� / p�/ /�Q �' z i w Q o I :;� 0 I I I z ? 0 SCALE IN FEET - ®'902. C3 / I A / II / / / X. P / / / Z � I I 3�m w M w I I hereby certify that this survey, plan, or report was W HYD o1 LIJ/ I/ II � / / II / / / �2 I I 1 IM � I _ b me or under m direct supervision and wv `" 1 V) f 11 / 13- II / / 1 /� / 1 I O I I I 0 prepared Y Y P °/ - a I II / II / / o I�I o that I am a duly Licensed Land Surveyor under the \ 1 O / / / '>j/ SOUTH LINE OF THE EAST 1 923.3 0 0 laws of the State of Minnesota. I/11 24 I/ 1 0101 1 HALF OF TH���UTHWEST I I I I I I o el /I I 11 O // 11 / / / - QUARTER OF SEC.�4 I \ I II w I Dated this 27th day of April, 2016 N THERLY GHT OF WA,Y / -1 \ I M I / I /1 11 A POIPGT 11675.E FEET/ 1 / Z POSSIBLE I II J II a, 0 2 s LINE OF fDAR STREE EAK OF pTHE SW `'s 0�� / I SANITARY STUB I PER gpdOKA COUNTY F LF CORNER AF SEC. 2,} / �s X� / / SANITARY WER AND UTILITY \ I III w / SECTION MAP _ / 87 16 12 E] / RUNNING NORTH Q SUNDE LAND SURVEYING, LLC. J - L _�_- -_ - _ J 1 f/[1 EDGE OF EASEMENT DOC, NO. 1453482 9233 SAN /, - 7- - - 7- A POINT -52.7 FEET / / / � [938.32] „ � CULTIVATED FIELD 16 \ 922.5 \ iroiv=so2.8 -;. I IIII U I BY: ---- � �-�--------------- , � // ,� O I SOUTH I/4 CORNER - EAST OF THE SW-, / s2I.2 � N 57 33� 921.0 9�0.s s21.5 -�22 OF THE SEC. 24, T.31, R.22 4 1 / CORNER 05, S C. 24 / / Pp 291 92I.1 921.3 I'I c sAnl Mark S. Hanson, P.L.S. Minn. Lic. No. 15480 r ; 137 � / / 20.7 88°19'38T 899•'92 i 100� - i FOUND ANOKA COUNTY to €tt- - /11 �- 24" PVC SAN s / I ✓ s22.5 q 0.7 T CAST IRON MONUMENT Revision By Date SOUTHWEST OE ' PP / l2"CMP � - -toF �, �I S88° 19'38"W ��_ _ ST S , � - g22.5 H� _F I w RTY LLaNN 1 -- 377.71 -- -IUD OF THE P I /2 OF THE ' TOP 13. \ INV N _ SAN 21 ABANDON� laL0RCEMAJN ="�22t� - f I Drawing Title.- ' INV= 3.9- W C _ SW I /�OF SEC. 24 5$ -11 Pu s, g I - _, - - - _ � --- T�s I 475.05 INV=90 -S �- 922.E ��3� "7 %�;���� o `L97//�� %�i�� /�O ND IRON MON NT `. � � -- '- �_ 9 :::� - - �yn�-7�n ,/ L 2'8 -=:::- � _ � T 922.7 G R A V E L 922 8 r� � I � I / W1TH OKEN�,�TP) o = ^ T ��r -f�-` gT 92�3 0 -- BIN #3 - _ - ��dBm _ 92 .2 �9I3 ABANDON NTER-LI E: $ "M-Al�-� _ 922.E _ _ � -�`L /�SJ2 ��J10 I I o, ,' - I -F�b1r4/N 7 10iF CEMAIT� -T 921.0'7 1 �°`� 922.9 `� l L -� p PPjI w �o i' III - �/� 919.9 _ -� _ /-I / � 922.8 -aJ�2 9- MH 916.5 As- 917 18.9 �" L v MB I I I p 2" FORCEMA/N -� �`- - I N p S 921.7HE 4, R` `V I E a c, 921 4Z m 916 B a T U 9.ub VI .8- 92 s2o� L_ PP PPU - 9- - - / / / I I 1111 I Main Office: ---CB 1lrB 2"PEP 919.1 fl 910.4 I I I SUNDE 9001 East Bloomington Freeway (35W) Suite IIS �AISa HC . �- 0 9 9I9.2 DGE OF r'/ `'? IV .2� OWNER.• B/SON DEVELOPMENT Bloomington, Minnesota 55420-3435 � - UGC ° V�� �-�_ � -OH � / O / ASS 9 / 2� CO., INC. I ZAW952-881-2455 (Fax: 952-888-9526) -9"ASH R1PR L -� C TY OF L/ L 0 Branch Office: � /-%� OWNER.- KENNETH & CONSTANCE _ Cloquet, O�E � � '06 917. - 16.8/ �:z u / / q / Tr- / /_ 1 T i DUELLMAN Lie_ v /.�i �� Minnesota 218-499-8267 17. MhI- �/i �� _ I Project.- 20/6-0/6 Bk P 660 50 Date: i I ^� i IL� < o 'Cr* L C TOP=917.4 / v l// \ / �7/ l/// v l L_ T/ /��/) / A / Tr- Township:3/ Ronge: 22 Section.-24 04/27/20/6 /8" CP .c� INV=905.3 A //1 J` \ �A /n A n n/T//)A / / V L// \ / `7/ L/I/ V I L_ ' 9 14.8 / `� ` �� / V LJ /-I LJ L/ l l l lJ l V I File: 20/6016004. dwq Sheet: 1 Of 2 L PRELIMINARY PLAT OF: XIW_1:4IM,_110:�t1:400:�:il]60NI ►��J_114a I r-_-A A/ATr-I_) \ L _ L_/-\ I \ V V /-\ I L_ I IJ I^IN IF- A I- �</ /-\I \r ZONED: B I -COMMERCIAL 1� / U `�\ ♦ 0 16.5 ♦ U �J L ♦ NORTH LINE OF SEC. 24, T. 31, R. 22 -- 2566.70 ° ; 79 5 55 NW CORNER OF SEC. 24, T. 31, R. 22 I I I ad I I 9° 10'��' -YYJ IJ I I I l%_� �r I I L / M - J I I I LIJ L I I r--A iTr _)�A/A-Cr rTF ) /`C)r F I<'I �L /'�I I^INI��_-NI_-C) �L_L_/-\I \ VV/-\ I L_I L_L_r\ I L�lJ.�11 v L_.��. �L_I v I L_I \ ZONED • GB / GENERAL BUSINESS I ----- v / /) T I / A l/ L / / L _ V / /-I E OWNER: GERALD L. REHBEIN / P OWNER. GERALD L. REHBEIN S 90�.3 SAN / 0 � TC 9-1 3 0 906.6 1 TOP 3.2 / A 9- I I I w 00 0 Q �906.6e� I6.5 �c ti N88°5554'E �=s75.5� / 909�84 �-' / \ \------- W o I I -1 50 26 34 9 5 _----------- vv/L_v/ L. �6 STC 3 g d l s J � s-lo o ' 90tI6.50� 905.9 90g'5. / `k E SI N 9QL 7 �94- �- COT-00 $$9 �CJ 6\ d� - STC �jTCCSSo " 906. i STC [S00038' 5'IE] --"wV ; Soo° 1310811E 906.2 30.00 STC' NW CORNER of THE 906.0 E.1 /2 OF THE SW STC _ 1 /4 OF SEC. 24 Q STC 7 � � W v h W F-w 905.7 L� 1 , W cV C) O v m �=0 N V) MM �I W Q = 9053LAJ 7i W / z W J o J�, In \ O Z <h 904.9 ' V EME 4.9 U C6 05.2 O I ON h 904.9 OD iJ 904.3 OD 904.2 904.6 9055..0 /�v Q• 903 903.9 �0 Q- / \ 903.2 C� B9 vc.� 6' a r�KQ4 „Qi LEGEND T 8-6 0- - - EDGE OF W T QV �.' . \ ` 00� \ z -{- 20. 00 TC ATTAILS 2� r� 6 �� , NORTH LINE OF I [N89°4 '03"E _ - `I _ - 9 soo.3 THE E.1 /2 OF THE 100 \p. �� s c N88°5 '5 - 8-5 2/• PVC SAN S so -///� 00 D/ / ® ' , SW 1 /4 OF SEC. 24 \ \ 00 3 C SAN ` i SATV R 2 0• / l 99969 ` 999.7 , FOUND MNDOT RANS > I o so5s TOP-905.0 \ 17 UTILITY E FMENT DOC. NO. J60990 901.4 TOP so2.6 1 3 INC"LUMINUMMONO n o� O cam, 9 5�9 TC 1N =875. - - ®901.6 / -9 INV=875.6 9-8 , ` MONUME TS POLE �E 01.5/ $01.5 /8-10 -r` \ `\ 8i9.7� \ VILLBOARD SIGN O �89 .4 00.6 \ PROPERTY CORNE 903.8 j O t -- , 9 13 \ FALLS ON RIGHT R/W SI t3� o 01.1 , f- 7 J2KIns F S A I ION 8-2' �% / / / �g 6 , \ OF WAY SIGN O SMEP(T DOC. 'J �( 01,((0 / / / / g ® \ \ EASTFENCEOF�FEET 901 0\ IA' "J \ 4. 16 9908q / 8 2 / \ PROPERTY LINE rn �9 ° I C 1 / ( g-4 - I 1 I �- �.. SA �/ i -3 \ �Q �- VPAN 111 ANt- MC AN614 ,' \ \ FEMA ZONE 120 CBO I I/ 90.0. o J�o LQ _ / - o 9 TRANS / i I ryry / g g P� \D I I ✓ i3�'' 1 / \ i3O� GP '/ �O 4F\.P ��c. \J� 1 I / 2/ RCP CB - I I sr s TOP_ �C. v I INV-903.3-N FEMA ZO J I I /1�EMA, ZO E A _ / / , ' ��' /^ �/ / I III I INV=903.0-W Qwla ' ZQ� L)U I I wI I Z ^ I I of L =Y I =L0 \ \ 9 3/4' ®1/ � E z o� �FO 2 ozo 9 b`a - I I <NJQ II I N O Qz wQ�o I ai O 99.9 (\ I o ,9.4 O Q I III I I I r N -22 �(3i I I ,l /LI 9_ j\ OWNER' REHBEIN PROPER ES I -9e$ Ld A / I 0 �I II II 6 �A f� � , / I I I I o N ` P `� -\ / ss .4 ' \ �� / ZONED: GB -GENERAL BUSINESS I I a I I Y L0 1 p 1 00 o / Ailo� oJ�� / 090\7 I II III ' o m o O N I� J� ' WETIO-4 I I Z Z Z WETLAND NO. 10 o 0%I L O III I II II IIIIIIII 'II I-- FLAGS 3, 5 & 6 902.5 3 m 898 gWERE NOT FOUND 10-2 o 0 LLJ U)m Z aso2.s s �"oass FEMA ZONE A LLI o w J 902:6 9-28 92cB4.9OUTL OT A _ 10 TOP907.0 Q 4B-60 / \ c I -� \ I II NV=903.8 v 4o I /��� �\ 8 T sA `AREA = 682,325 square/feet o� 15.664 acres/ D.6 \ \ 00 9a. P�OPOSED DRAINAGE f \ s ��- L \ \ / - J II 1 I LP I v AND UTILITY EASEMENT \ \ FEMA ZONE Xl / I III I \ 55361 \ .30150 39,g0 0 \ � 3I I Q ZONE A \ I O Denotes iron monument set marked with P.L.S. No. 15480 Denotes found iron monument marked with a plastic cap RLS No. 17765, unless otherwise noted on this survey. AIS Denotes advertisement/information sign BTL Denotes beaver tail curb CB Denotes catch basin CBOX Denotes control box CBX Denotes communication box CC Denotes curb cut CMP Denotes corrugated metal pipe CWB Denotes concrete wall base CWT Denotes concrete wall top DIP Denotes ductile iron pipe EB Denotes electric box EM Denotes electric meter EMH Denotes electric manhole FOL Denotes fiber optic line GP Denotes guard post GIN Denotes guy wire HCR Denotes handicap ramp HYD Denotes fire hydrant INV Denotes structure invert LP Denotes light pole MB Denotes mail box MC Denotes metal cover MH Denotes manhole OD Denotes overhead door OHE Denotes overhead electric line PEP Denotes polyethylene pipe PP Denotes power pole PPT Denotes power pole with transformer PPU Denotes power pole with underground utility PVC Denotes polyvinylchloride pipe RCP Denotes reinforced concrete pipe SAN Denotes sanitary manhole SANC Denotes sanitary cleanout SAN S Denotes sanitary sewer ST S Denotes storm sewer STC Denotes top of surmountable curb TC Denotes top of concrete curb TCS Denotes traffic control sign TRANS Denotes transformer UGC Denotes underground communication line UGE Denotes underground electric line VP Denotes vent pipe W Denotes water line WV Denotes water valve COT Denotes Cottonwood tree EVG Denotes evergreen tree TR Denotes deciduous tree 60 0 60 120 SCALE IN FEET his 21„RCP CB tl TOP=906. �/LIla ST S INV=903. -N ��l/ \ INV=901.3-W �\ 1 pC`� C S\S� IIII I ` - INV=901.�-5 \ �\ ors ���FF II in I1 1.�I� N ���� I 1 I I IIII I� I , En /-FilO \ / I I I o - �.� FENC 5.6 FE T rnlQ C� 3' C �y / WES OF O PR ERTY LIpE 00613811 26 , 3 $1, 8 Z l III I � x� 9'� I 333 35 _ 9 4.7 / 1 SIP � F� • ,� '�. � � �\ � � ���i III \ DO '<z POND IIII 899.0 FEET I� \ \ �S\ '9J• WATER ELEV. O I o ON 3/ 14/2016 I °' \\ \ ti x l 3 i3Iy O CB I p W WII UA / I o rno I o TOP=905.9 'lU.,II INV= 902.8 00 899.1 II I I 0 ad \ \ INV. o I II 0)962� \ TOP 896.3 d I L F WA 899.0 J I �1 O/ � 00 899. I I 1 7. �' CWB 0 `V 897.8 s ro 903.1 N 897.6 \\ ` ! V / I Q \ 9p3.2 CWBSWB \ 16 �y� OD ')"COT/ 9 3. C �/ BOX CULVERT , OLVj TOP=904.5 iBOX G/ INV=894.6'/- 0),0� 38 �5 �941 36 �S �\ 0 FEN ¢E 0.9. SfOF PROPERTY LINE \, I� \ so 1• CB I� F UND MNDOT a TOP=906.7 INV= 902.0 / 3 IN UMINUM RCP INV= MONO TS \ 904.8 \2 I ° S 24'RCP Illho sr s I hereby certify that this survey, plan, or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. Dated this 27th day of April, 2016 SUNDE LAND SURVEYING, LLC. B y: ---- -14 Mark S. Hanson, P.L.S. Minn Lic. No 15480 Main Office: 9001 East Bloomington Freeway (35W) • Suite 118 Bloomington, Minnesota 55420-3435 952-881-2455 (Fax: 952-888-9526) Branch Office: www.sunde.colrr't Cloquet, Minnesota 218-499-8267 File: 2016016004. dwq Sheet. 2 of 2 C EARWAT R CREEK BUSINESS CENTER SHEET INDEX DRAWN BY: DESIGN BY: A.G. A.G. CHCKD BY: PROD. NO. C.W.P. 16-1604 TITLE SHEET, NOTES & LEGEND LINO LAKES, IVIN Know what's below. Cal before you dig. LEGEND pw EXISTING OVERHEAD ELECTRIC EXISTING UNDERGROUND ELECTRIC --E EXISTING UNDERGROUND TELEPHONE a a EXISTING UNDERGROUND CABLE OTCS EXISTING TRAFFIC CONTROL SIGN GP EXISTING GUARD POST O MBA EXISTING MAIL BOX EICBX EXISTING CONTROL BOX O PP EXISTING UTILITY POLE ;o LP EXISTING LIGHT POLE EXISTING STORM SEWER EXISTING WATER MAIN --- EXISTING SANITARY SEWER — — 0 EXISTING STORM MANHOLE g EXISTING GATE VALVE EXISTING HYDRANT • EXISTING SANITARY SEWER MANHOLE -930 -92828 ----- EXISTING CONTOUR x9?,Og9 EXISTING SPOT ELEVATION —•—•—•—•— EXISTING FENCE o- --••-••- - -0 DELINEATED WETLAND EDGE 5L OlV c'P"AVAI —401FiE Y AiAnOO V50W \ sL "AV d67 A M =01FfJ ALArM VYOW ?- — — — — — — — — ----------------------- --- - --- - - - - ------------ ---- ------------ \-------------- ------— ------ PROPOSED WATER PIPE PROPOSED SANITARY SEWER PIPE PROPOSED STORM SEWER PIPE �> PROPOSED DRAINTILE AND CLEAN -OUT OO PROPOSED STORM MANHOLE ❑ PROPOSED CATCH BASIN 0 PROPOSED FLARED -END SECTION AV PROPOSED GATE VALVE PROPOSED HYDRANT OS PROPOSED SANITARY SEWER MANHOLE 928 PROPOSED CONTOUR 930 X24.60 PROPOSED SPOT ELEVATION (GUTTERLINE, BITUMINOUS SURFACE, OR GROUND SURFACE UNLESS OTHERWISE INDICATED) PROPOSED SILT FENCE PROPOSED DIRECTION OF DRAINAGE PROPOSED RIP -RAP PROPOSED INLET PROTECTION El PROPOSED WETLAND BUFFER SIGNAGE CO TITLE SHEET, NOTES & LEGEND C1.1 GRADING, DRAINAGE & EROSION CONTROL PLAN C1.2 GRADING, DRAINAGE & EROSION CONTROL PLAN C2.1 UTILITY PLAN C2.2 UTILITY PLAN C3.1 PLAN PROFILE - 21 STAVE S C3.2 PLAN PROFILE - 21 STAVE S DETAILS DETAILS STORMWATER POLLUTION PREVENTION PLAN STORMWATER POLLUTION PREVENTION PLAN VICINITY MAP — — } —------------------------------ — — —\� �� \ — \��-------------------------------- I ` Slltllltl0 Sll ltl0 � Slltllltl0 _________________________________________ \ \n \ \\ \ \ 30 •I I _____ a ___________ _____ II a ._._._._.._.._ I � ,/ I \ _ _`------------------- - - > r- \ L_ r� I W v _ oZ [_ <� O _ \ \ o w I15 ti o`\ Nw II 15 .X' f- .Jd4 <P2i 5 L_ I "yam y\ ° C PLO N° �"J'y00\°'GJ LE Lr PRODUCTION OFFICE,,MECH ROOM6,\ \ \ I I Oj \ °,P°J \ \�\ � N FORMER i \�-X \\ \ � m � "—SHIPPING OFFICE r GEE�tATOR PROPOSED BUILDING rL FIRST FLOOR ELEVATION 912.00 (_ B PROPOSED BUILDING 402,552 S.F. I l r- L - \ f- I I »2• \ \ I \ FL �V ,( RECYCLE[_ TRASH [_ I » N y Z Q I looms EMPLOYEE 51 i_ z VUMENT MONUMENT SIGN f--� . b i b I •( / I •p // i 14+00 15+00 16 00 17+00 18+ 19+00 20+00 21+ 0 22 00 00 24+ 25+00 26+ 26+ 7.53 � e £ "ON 0Ntl113M 52/1NBdONd Nl28NBU "d2NM0 277A&21N2J 20�110 "U2NM0 t/ MS ]]Hi AO t/ L MS �t I I I � ORIGINAL DATE: MAY 16, 2016 Z O H a_ V N W 0 Z O N W m W Q 0 cc W JDO Zp0MLU }aWZ a2mZ- CO) m 0 LU �LL 0 LU0 QZ~QLU Q ~OZON �ZLLI M LU 00N00 }W>aN mmir MLU 0. LU W =OCNUX -a J LU W W W V W z LU QN �Lu N i J V 2 cl) m 0 Z J Z W W J LU — ILI N W J H PREPARED FOR: UNITED PROPERTIES SITE PLANNING & ENGINEERING Z J PLOWE ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 OMI Z 0 60 120 SCALE: 1" = 120' CO GENERAL NOTES 1) THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF EXISTING UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TO TYPE AND LOCATION OF UTILITIES AS NECESSARY TO AVOID DAMAGE TO THESE UTILITIES. 2) CALL "811" FOR EXISTING UTILITIES LOCATIONS PRIOR TO ANY EXCAVATIONS. 3) INSTALLATIONS SHALL CONFORM TO THE CITY STANDARD SPECIFICATIONS AND DETAIL PLATES. 4) THE CONTRACTOR SHALL NOTIFY CITY PUBLIC WORKS DEPARTMENT A MINIMUM OF 24 HOURS PRIOR TO THE INTERRUPTION OF ANY SEWER OR WATER SERVICES TO EXISTING HOMES OR BUSINESSES. 5) STORAGE OF MATERIALS OR EQUIPMENT SHALL NOT BE ALLOWED ON PUBLIC STREETS OR WITHIN PUBLIC RIGHT—OF—WAY. 6) NOTIFY CITY A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. CURB & BITUMINOUS NOTES 1) REMOVAL AND DISPOSAL OF EXISTING STREET MATERIALS AS REQUIRED FOR CONSTRUCTION IS CONSIDERED INCIDENTAL. 2) SAW —CUT EXISTING BITUMINOUS AND CONCRETE CURB TO PROVIDE BUTT —JOINT. 3) RESTORE DISTURBED STREET TO EXISTING OR BETTER SECTION. 4) BACKFILLING OF CURB IS INCIDENTAL TO CURB INSTALLATION. 5) CURB ENDS SHALL TERMINATE IN A THREE—FOOT BEAVER TAIL. WATER MAIN NOTES 1) EXISTING WATER MAIN LOCATION AND SIZE SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS. 2) PROVIDE PIPE INSULATION WHERE SEWER (SANITARY OR STORM) CROSSES WITHIN 18" OF WATER MAIN. 3) PROPOSED WATER MAIN SHALL BE DIP CLASS 52. 4) TRACER WIRE WILL BE LAID WITH ALL PVC WATER MAINS, VALVE BOXES, AND HYDRANTS (IF APPLICABLE). 5) MAINTAIN MINIMUM 7.5—FT COVER TO TOP OF ALL WATER MAIN PIPE. 6) PLACE HYDRANTS 5—FT OFF BACK OF CURB. SANITARY SEWER NOTES 1) EXISTING SANITARY SEWER LOCATION, SIZE, AND ELEVATION SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS. 2) PROPOSED SANITARY SEWER MAIN SHALL BE PVC SDR 35 AND SDR 26. STORM SEWER NOTES 1) FIELD VERIFY SIZE, ELEVATION, AND LOCATION OF EXISTING STORM SEWER AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS. 2) WHEN CALLED OUT AS RCP, STORM SEWER SHALL BE REINFORCED CONCRETE PIPE (RCP) ANSI C76 WITH R-4 GASKETS. 3) STORM SEWER LENGTHS INCLUDE THE LAYING LENGTH OF THE FLARED —END SECTION. LAYING LENGTH OF APRON TO BE DEDUCTED FROM PAYMENT LENGTH OF PIPE. 4) STORM SEWER PIPES TO BE JOINED TO THE CATCH BASIN MANHOLES W/ APPROVED RESILIENT RUBBER JOINTS TO MAKE THEM GASTIGHT OR WATERTIGHT. CEMENT MORTAR JOINTS ARE PERMITTED ONLY FOR REPAIRS AND CONNECTIONS OF EXISTING LINES CONSTRUCTED WITH SUCH JOINTS. p(-)NIfl W\A/1 TYPICAL POND DETAIL --- ------------------------ z-- \m\ z- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - cOrhp OOi�OO uiN \T-------v - d�d Sl ooc p �� mm ' \ \ r,O vU n OZZ F- d> \ \ �N � V O Z Z Z - Ud» � �--- mOZ m ,sl » » ��— oro LLj � ® oz o0 0 >�� \ \\ Uoz o u000 moz L pd> I �� moz VQ —_— — _ — — — — — _ — — — — — — — — — — — — — —------- ----- --oa o-�—.. %z __-___ v--____ — --_ — _ ----_— _ --_— �__—_—_—_—_ --- a- --------------- _-- �=o� �_ _ — ��------ _—— — — ---- — _------- �� --� -------------------------------------------- —rT— --- — ---_-- --_--- _------- — -- —_ Know whats below. -- — —_--_ _—--------------------------------------- --- -----_ _ --- — �oo �� — --- ---- _ -- — — 1 s�lv1 Va �0 3oa3 = Ni --- —------------------------------- __-- __— __------------ °� Uo i — CaII before you dig Z9� �— 9' 606 — rnnF n' l06— — — — — — — / ■ < 9 BBB— O'l06 0-1 ng — — b31VM �0 3003 % — DRAWN BY: DESIGN BY: A.G. A.G. CHCKD BY: PROD. NO. C.W.P. 16-1604 ORIGINAL DATE: MAY 16, 2016 z O H a V N W 0 z O N W Er W Q 0 m W z QLLLU }awZ a2gz— z Nma3� Lij�CHWO 6 J ZQLLJ ~OZ2N WaNW X c0 Nx 0LL� T N LLI LL UmN�O r >-W>acn W LLI o Wa a WJ x�NWI Q J W W < W E V H Z w aw W V Z �w H N as Q N W N Y Q cn Z Z N W O ? J w oC J V m a PREPARED FOR: UNITED PROPERTIES SITE PLANNING & ENGINEERING PLOWE ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361 -8210 FAX: (651) 361 -8701 0 30 60 SCALE: 1" = 60' Vim\WN -- - - - 00 - -\ \ \ \ \ \ r DRAA.G. BY: DEAIGN BY: o�m - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - HCKD - -� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ooioorn \� �o v�ln }----------------------------------------------�-- CC.W.P Y. 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MONUMNT / I / yp� -- _MONUMENT �� \ /�a\ \ \ \ ° I IIII 6776 LAKE DRIVE 9.3 gOg g10 � / � ' , \ \'• o � - \ \ \ ` _ M n P I I I J / SUITE 110 lX `�-- -� I - \ SIOf -�--- X` \ -- \ w �Z \ \ V _ - / / --- - \ / / W \ ------------- \ \ ul °'` LINO LAKES, MN 55014 _ 5 4 / E _77\ S• OS - ' - gam' �L =- =---- �< _ _ < / \� o I=I \ / /`• � !N � I m wll � � PHONE: (651) 361 -821 O - \ _ - \ P�� FAX: (651) 361 -8701 \ co - - - - \ \\ \ \ \ /• I \ } \ \ - - III C) ;� �' 91� -o - NlblN3�Z0�OG \ 1 - - -- , z- - - - a - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - \ - - - - - - - ��- - - RH_bf4� f, - �- - - - W� - •I- :J' =:LF,� \ _ I�1 1 1 ITI I�I ICI I�I < < gr -1 btr ,0 1 �1 _ -- 12 - -•._3 �\ 4+ p 5+ 5 6 7+ 5 8+ p 19+ 5 20+ 21 + / 22 p �g+ 5 24� p 2+- _ 5• 5• 6• 1• 1• S• _ 9. 9• 0• \ 1• 1 \\yII \ ti = .L_.-I 01 - , 0<-==_==-__ _ -+� o ' _ \ i I _\ 1 I gal /�/I \ I ^~ _ mn I v I I v v L I ONb 'ON ' S_7/l&/ 1G/0 c/ N/ 0-G b'_3NMC > \\ 0 30 60 Ml ¢�\\ I V I \I\ I I w I/- � -' �`�, SCALE. 1 - 60/AS--\\]NI -40 v AA S -- I /ln IIII I \\ \\_,,,------1\ \ ( �- _-_ //00 ��•` // '��,f �N I illtll / 1 _----_- / I3nva� llli: \\ / \ _ / N --_—_—_ - - - - - - 1 - - - - - - - - - - - - - - - ---—-—-—- Z� d�� S� 000 z �c — - — - —- -—-—-—-—--—-—-—---—-—-—-- 0000 mod ° mrnrn oo \m\ ----_OOL� - \- \� ---- �o -- v� DRAWN BY: A.G. DESIGN BY: A.G. CHCKD BY: PROD. NO. o mo �o»z ii u ' \ 000 C.W.P. 16-1604 u ii a c)--- ma> � oz \ c) N ORIGINAL DATE: mozz >> S SS d��SG >> >> rn� oo� «p O - >�cD \ \ moZ U�— 00 m o \ MAY 16, 2016 v m11 _ �mM \ CO Know what's below. Call before you dig. GENERAL NOTES 1) THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF EXISTING UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TO TYPE AND LOCATION OF UTILITIES AS NECESSARY TO AVOID DAMAGE TO THESE UTILITIES. 2) CALL "811" FOR EXISTING UTILITIES LOCATIONS PRIOR TO ANY EXCAVATIONS. 3) INSTALLATIONS SHALL CONFORM TO THE CITY STANDARD SPECIFICATIONS AND DETAIL PLATES. 4) THE CONTRACTOR SHALL NOTIFY CITY PUBLIC WORKS DEPARTMENT A MINIMUM OF 24 HOURS PRIOR TO THE INTERRUPTION OF ANY SEWER OR WATER SERVICES TO EXISTING HOMES OR BUSINESSES. 5) STORAGE OF MATERIALS OR EQUIPMENT SHALL NOT BE ALLOWED ON PUBLIC STREETS OR WITHIN PUBLIC RIGHT-OF-WAY. 6) NOTIFY CITY A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. CURB & BITUMINOUS NOTES 1) REMOVAL AND DISPOSAL OF EXISTING STREET MATERIALS AS REQUIRED FOR CONSTRUCTION IS CONSIDERED INCIDENTAL. 2) SAW -CUT EXISTING BITUMINOUS AND CONCRETE CURB TO PROVIDE BUTT -JOINT. 3) RESTORE DISTURBED STREET TO EXISTING OR BETTER SECTION. 4) BACKFILLING OF CURB IS INCIDENTAL TO CURB INSTALLATION. 5) CURB ENDS SHALL TERMINATE IN A THREE-FOOT BEAVER TAIL. z O F_ a W 0 z O N_ W Er W Q 0 m W $�J�N z In M Uj }aWZ a2gz- fAtrLijQ3 �CHWO Za a D F— ~OZON PZw= VmN00 >-W>acn WaWwa W W D N J �NW2 J WATER MAIN NOTES \o� za oZ - u W 1 EXISTING WATER MAIN LOCATION AND SIZE SHALL BE VERIFIED IN THE FIELD ft \o X / / / IIIII I I � I LU PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO / / / 1 I I ANY INSTALLATIONS. - z .\ N 0 / / /// I �� I W 2 PROVIDE PIPE INSULATION WHERE SEWER SANITARY OR STORM CROSSES o � d � J � I I / / IIIII I I ti//// I I WITHIN 18" OF WATER MAIN. u { I \ // / /i IIIII �° / �f/////i II II W 3) PROPOSED WATER MAIN SHALL BE DIP CLASS 52. N� o� UJ :\�� / / / � IIIII I I I I 4 TRACER WIRE WILL BE LAID WITH ALL PVC WATER MAINS, VALVE BOXES, Q mob. Noz .-. co/ n ; V X / co co W Z AND HYDRANTS (IF APPLICABLE). � _ V - \ ' 0. ��0 F.ES 101 i // I�i��e // I m J INV 8..97.50 / � � // / / � /i/� � I �N���I I / / / I °i_ Q N 5) MAINTAIN MINIMUM 7.5-FT COVER TO TOP OF ALL WATER MAIN PIPE. 6) PLACE HYDRANTS 5-FT OFF BACK OF CURB. hmfl 4 0 o '� 'p U o �s� �� PONp QUtZT STRUM R /t0=60) I W` REINF'OFj # /ViEIR PALL I I RIM o.5/ 1NV/89/ I I I _ I I i I Wz SANITARY SEWER NOTES 1) EXISTING SANITARY SEWER LOCATION, SIZE, AND ELEVATION SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS. 2) PROPOSED SANITARY SEWER MAIN SHALL BE PVC SDR 35 AND SDR 26. STORM SEWER NOTES 1) FIELD VERIFY SIZE, ELEVATION, AND LOCATION OF EXISTING STORM SEWER AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS. 2) WHEN CALLED OUT AS RCP, STORM SEWER SHALL BE REINFORCED CONCRETE PIPE (RCP) ANSI C76 WITH R-4 GASKETS. 3) STORM SEWER LENGTHS INCLUDE THE LAYING LENGTH OF THE FLARED -END SECTION. LAYING LENGTH OF APRON TO BE DEDUCTED FROM PAYMENT LENGTH OF PIPE. 4) STORM SEWER PIPES TO BE JOINED TO THE CATCH BASIN MANHOLES W/ APPROVED RESILIENT RUBBER JOINTS TO MAKE THEM GASTIGHT OR WATERTIGHT. CEMENT MORTAR JOINTS ARE PERMITTED ONLY FOR REPAIRS AND CONNECTIONS OF EXISTING LINES CONSTRUCTED WITH SUCH JOINTS. • e ae--_ae eslea—. a m� a a. u .y= � ------------- i N W z Z W Y Z J z a H Q 2 J LU PREPARED FOR: UNITED PROPERTIES SITE PLANNING & ENGINEERING Z J m 0 N N Ui O LLI Q 0 tt PLOWE ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 r LINO LAKES, MN 55014 IPHONE: (651) 361 -8210 FAX: (651) 361 -8701 x Z 0 30 60 SCALE: 1" = 60' C2m 1 Vim\ -- - - - 00 - -\ \ \ \ \ \ r DRAA.G. BY: DEA.G. BY: o�m - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - HCKD - -� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0m \� �o v�� }----------------------------------------------�-- - CC.W.P Y: P 6 1604 vo0z 66 � + \ \ mo? \ = I ORIGINAL DATE: JOB N _- \ \ � o � n � MAY 16, 2016 0�� \ o \ o mRZ \ �: V a� SDI lb0 i x I •� :o: p`\ S�Ib'll'd0 ; o S�bllbO�^ �0 3�43 x }------ k�a#�S below ■ / H 214 0-48" - ---- j �E E E 3� 00 0 -- '� E�-E ESE39 -E E- n befi0r you d IM ?? 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( ) CB 307 (2x3) MONUMENT RIM 907.95 CB 309x (k3) ECT TO EXISTING I / 6776 LAKE DRIVE INV 899.00 RIM 905.40 SIGN- INV 90 RIM 908.4 r 904.25) I 3SUITE 110 - - - INV 905.4 W ° ��^ LINO LAKES, MN 55014 INV 902.40 MOVE HYDRANT aozZ Z zI I �j� L =- = <-�««<e��l'e 44 TO 5-FT FROM BACK OF CURB (TYP) 0 59'-8" PVC m wl PHONE: (651) 361 -8210 (WET TAP) rn o Q o FAX. 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Attn: Larry Olson 1875 Station Parkway NW Andover, MN 55304 Complete Application Date: May 12, 2016 60-Day Review Deadline: July 11, 2016 120-Day Review Deadline: September 9, 2016 Environmental Board Meeting: NA Park Board Meeting: NA Planning & Zoning Board Meeting: June 8, 2016 Tentative City Council Work Session: July 5, 2016 Tentative City Council Meeting: July 11, 2016 BACKGROUND NorthPointe is a PUD residential subdivision located northeast of the intersection of Birch Street and 20th 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 9 315 TOTAL UNITS The applicant has submitted a land use application for final plat of NorthPointe 41h Addition. This review is based on the NorthPointe 41h Addition Street and Utility Plan Set and final plat dated May 12, 2016 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 Final Plat, Resolution No. 14-105 • August 24, 2015: NorthPointe 3d Addition Final Plat, Resolution No. 15-86 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 phasing plan dated August 26, 2015 for Phase IV was for 51 lots and included dedication of the parkland. The proposed plat is for 31 lots and includes dedication of the parkland. The phasing plan shall be revised accordingly. Blocks and Lots The final plat for NorthPointe 41h Addition creates 31 lots and 4 outlots. Outlots A, B and C are for future development, stormwater management and wetland protection areas. Outlot D is for parkland. Streets The following right-of-way and street widths were approved with Resolution No. 14-21, PUD Development Stage Plan/Preliminary Plat: qr Street Width Street Name Right -of -Way Width (Back to Back) Cypress Street 60 feet 32 feet Rosewood Street 60 feet 32 feet Easements Standard drainage and utility easements are provided on all lot lines. A Conservation Easement was also dedicated to RCWD over the wetland and buffer areas on Outlot D, NorthPointe. The applicant is requesting the drainage and utility easement dedicated in the plat of NorthPointe 3rd Addition lying over, under and across Outlot B be vacated to eliminate any potential tile issues. This easement will be re -dedicated on the plat of NorthPointe 4th Addition. The City Council approved a similar vacation with Ordinance No. 11-15 for Outlots C and D, NorthPointe when NorthPointe 3rd Addition was platted. The City Council will hold the public hearings for the vacation. 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. Outlot D, NorthPointe 4th Addition will be dedicated to the City for parkland. The outlot is 5.16 gross acres and 4.59 net acres (net acres excludes wetlands and area below the 100 year HWL). The preliminary plat indicated 5.04 acres of parkland but detailed grading and construction plans provide the more accurate gross and net acres. The City and developer agreed to $25,000 per acre for land dedication credit. The negative cash balance will be carried over and collected with the final plat of NorthPointe 5th Addition. NorthPointe 4th Addition Total #of Lots 7P 31 77 x ark Dedication fee $2,500 = Cash in Lieu Value $77,500 Net acres of land dedication' 4.59 x per acre market value $25,000 = Value of Land Dedication $114,750 Cash in lieu total $77,500 -Value of Land Dedication ($114,750) = Cash in lieu balance ($37,250) ' Net acres based on Park Exhibit dated May 12, 2016 and excludes wetlands and area below the 100 year HWL. The Park Board has been working with WSB to create a master plan for the park and anticipates starting construction in fall 2016 or spring 2017. The City will install the trails in conjunction with the park development. Zoning NorthPointe 4th 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 4th Addition is also consistent with these plans. Floodplain Since the recording of NorthPointe 3rd Addition, the FEMA FIRM was updated effective December 16, 2015. The current 2015 FIRM indicates Zone A floodplain throughout NorthPointe and potentially on the southeast corner of Lot 1, Block 4, NorthPointe 4th Addition. The applicant has applied for and received a Conditional Letter of Map Amendment. They have also applied for a Letter of Map Revision and that is pending. The New Park is proposed within the 100-year floodplain; no permanent enclosed structures will be allowed in the park pursuant with the City's Floodplain Management Ordinance. 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 consents to plat are required. E 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 4th Addition final plat subject to the following conditions: 1. All comments from City Engineer letter dated June 2, 2016 shall be addressed. 2. A Development Agreement shall be drafted by the City, executed by the City and the developer and recorded by the developer. 3. The Phasing Plan shall be revised to reflect changes from the original plan. 4. 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. 5. No permanent enclosed structures will be allowed in the park pursuant with the City's Floodplain Management Ordinance 6. Title Commitment: a. Consent of the Mortgagees shall be obtained ATTACHMENTS 1. Site Location Map 2. City Engineer letter dated June 2, 2016 3. Final Plat, NorthPointe 4th Addition 4. Park Exhibit for NorthPointe prepared by Carlson McCain date stamped by the City May 12, 2016 5 A WSB Building a legacy —your legacy. Memorandum To: Katie Larsen, City Planner From: Diane Hankee PE, City Engineer Date: June 2, 2016 Re: NorthPointe 41h Addition Plan Review WSB Project No. 2988-210 701 Xenia Avenue South Suite 300 Minneapolis, MN 55416 Tel: 763-541-4800 Fax: 763-541-1700 We have reviewed the final construction documents dated May 12, 2016 and submitted on May 12, 2016 for NorthPointe 4th Addition in Lino Lakes, MN prepared by Carlson McCain, Inc. The following are our review comments that should be responded to in writing by the applicant: GRADING, EROSION AND SEDIMENT CONTROL 1. The SWPPP was approved with the preliminary plat and erosion control is in place. STORMWATER MANAGEMENT 1. No additional comments with the revised submittal. FLOODPLAIN 1. Project proposes filling activities in the 100-year floodplain; a LOMR will be required prior to issuing any building permits. 2. New Park is proposed within the 100-year floodplain; no permanent enclosed structures will be allowed in the park pursuant with the City's Floodplain Management Ordinance. WETLANDS Project is located within the Lino Lakes Comprehensive Wetland Protection and Management Plan Boundary. New Park will impact existing wetlands; wetland buffers must be established adjacent to remaining wetlands per City and RCWD rules (25-ft minimum, 50-ft average setbacks). If there is conservation easement over these wetlands it shall be labeled on the plans to review setback requirements. Equal Opportunity Employer wsbeng.com S:\CommwityDevelopmmt\Projeas\Plnning Cases\NmhPointe\4th Addition -Final Plat\Staff Reports\20160608 PZ\2 20160602 Engineering Review Northpointe 4th.doox Ms. Katie Larsen June 2, 2016 Page 2 ENVIRONMENTAL 1. No additional comments with the revised submittal. WATER SYSTEM Install an additional 16" gate valve at the intersection of Cypress St and the south end of Rosewood St. 2. Add temporary hydrants to the dead end stubs at the south end of Cypress St and the west end of the north leg of Rosewood St. 3. The hydrant at the intersection of Rosewood and Cypress Street should be located just south of the lift station. 4. Add note that all watermain including valves, fittings, hydrants, and appurtenances is to be wrapped in polyethylene film. 5. Add note that all fittings shall be ductile iron Class 350 compact fusion -bonded epoxy coated. 6. Show horizontal separation on plans between sanitary sewer and watermain as 10' min. instead of 10' typ. SANITARY SEWER SYSTEM 1. Add street stationing to the utility profile of all sheets, consistent with the street plans. 2. Show the installation of tracer wire for all sanitary services. Provide access to wire ends for future locating requirements. 3. Sanitary sewer deeper than 15 feet shall be SDR 26. 4. The lift station is to serve the Northpointe development and additional area to the west and south per the City's Comprehensive Plan. 4. The lift station shall be designed to pump a minimum of 250 gpm and have an operating capacity (volume between floats) of 190 gallons. The on/off floats should be set between 6 and 12 inches apart. The applicant shall submit a design for review including site grading, access, electrical and civil. STORM SEWER SYSTEM 1. Provide storm sewer calculations and drainage area maps to verify the size of pipes and spacing of catch basins. S:\CommwityDevelopmmt\Projeas\Plnning Cases\NorthPointe\4th Addition -Final Plat\Staff Repoes\20160608 PZ\2 20160602 Engineering Review Northpoi Ms. Katie Larsen June 2, 2016 Page 3 2. Redesign the storm sewer between CBMH 166 and CBMH 165 so there is sufficient room to keep future maintenance within the right of way (currently pipe is within 5' of the right of way). 3. Add catch basins as necessary to eliminate the use of valley gutter on new streets. (Rosewood St south) 4. Identify FES structures with their corresponding structure numbers on the plans. 5. The eastern cleanout on the temporary outlet pipe of the Outlet Control Structure should be on the north side of the junction instead of the east. 6. Provide a typical detail showing draintile installation including location relative to the street and material type. 7. Show all casting types used in curb lines as R-3250-A or R-3250-1 (circular). 8. Match crowns if possible for CBMH 181. STREETS 1. The applicant is to revise the street and typical street sections to show the five foot sidewalk located one foot inside the right of way. The four foot wide utility trench should be shifted completely out of the right of way and the curb stop will remain at 6 feet outside of the right of way. 2. The City should consider if a temporary cul du sac is required at the end of Cypress Street. 3. Add a note to the typical street sections to seal the joints running between the edge of the bituminous street and the concrete curb with mastic joint sealant. 4. Show sidewalks located southwest of the intersection of Cypress St and the northern end of Rosewood St at one foot inside the right of way. Modify pedestrian ramps as necessary. 5. There is an alternate street section given that shows it may be used in place of performing a test roll at the direction of the geotechnical engineer. The City would require preapproval of its use and would maintain test rolling as the first option. 6. The road profile at the south end of Rosewood St at Cypress St is to be modified such that the profile does not exceed a 2 percent grade within 100 feet of the intersection. 7. Temporary cul de sacs shall be enlarged to meet the minimum 46 feet back to back City size requirement to allow for access of emergency vehicles, garbage trucks, etc. S:\CommwityDevelopmmt\Projeas\Plnning Cases\NorthPointe\4th Addition -Final Plat\Staff Repoes\20160608 PZ\2 20160602 Engineering Review Northpoi Ms. Katie Larsen June 2, 2016 Page 4 8. The vertical curves need to meet 30 MPH design criteria for stopping sight distance. The minimum curve length is 90 feet. The vertical curves located on Cypress St at Station 4+00 and 0+50 do not meet this criteria. 9. Provide proposed street light locations for the project. 10. Show the street light, street sign and stop sign at the intersection of Cypress St and Chestnut St. DETAILS 1. Update the standard detail plates SAN-1, STR-3, STR-4, and STR-5 to the City's 2016 version. Please contact eyoungquist@wsbeng.com for these updates in Cad. 2. Include standard detail plate STR-9 for FES Piling for the 27" FES in Pond 100. SPECIFICATIONS The Project Specifications reference and include the 2013 version of the City of Lino Lakes General Specifications and Standard Detail Plates for Street and Utility Construction. Update, and include in its entirety, the 2016 version of the City of Lino Lakes General Specifications and Standard Detail Plates for Street and Utility Construction. 2. Refer to the `Special Provisions' as the `Special Provisions to the City of Lino Lakes General Specifications and Standard Detail Plates for Street and Utility Construction'. 3. Modify the contractor insurance coverage requirements to meet SGC 6.03 —'Contractor's Insurance' of the City of Lino Lakes General Specifications and Standard Detail Plates for Street and Utility Construction - Supplementary General Conditions. Include WSB as an additional insured. 4. For section 1.4 of the special provisions, modify the reference to say `City of Lino Lakes 2016 General Specifications and Standard Detail Plates for Street and Utility Construction'. 5. For sections 2.1 and 3.1 of the special provisions, reference the City's Site Work Special Provision 2575 — Establishing Turf and Controlling Erosion. 6. For section 3.6 of the special provisions, reduce the allowable tolerance from 0.1 to 0.05 to meet the City requirements. 7. For section 3.9 of the special provisions, reference the City's Site Work Special Provision 2111 — Test Rolling. Any modifications will be approved by the City Engineer upon request. S:\CommwityDevelopmmt\Projeas\Plnning Cases\NorthPointe\4th Addition -Final Plat\Staff Repoes\20160608 PZ\2 20160602 Engineering Review Northpoi Ms. Katie Larsen June 2, 2016 Page 5 8. For section 3.10 of the special provisions, reference the City's Site Work Special Provision 2211 — Aggregate Base. Use the Penetration Index Method. 9. For section 3.14 of the special provisions, change the time table for how soon the curb needs to be backfilled from `within seven days of placement' to `within 48 hours after curing period' as stated in City's Site Work Special Provision 2531 — Concrete Curb and Gutter. FINAL PLAT 1. Additional drainage and utility easements needed over Lots 1 and 5-9, Block 3 to include the proposed 922 contour (EOF). 2. The sanitary lift station is located within an outlot. The City should consider requiring this be within a drainage and utility easement. TRANSPORTATION 3. No additional comments with the revised submittal. DEVELOPMENT AGREEMENT 1. Required with final plat. PERMITS 1. Permits were obtained with the preliminary plat. 2. Letter of Map Revision will be required prior to issuance of building permits. 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. S:\CommwityDevelopmmt\Projeas\Plnning Cases\NorthPointe\4th Addition -Final Plat\Staff Repoes\20160608 PZ\2 20160602 Engineering Review Northpoi NORTHPOINTE 4TH ADDITION KNOW ALL PERSONS BY THESE PRESENTS: That Tony Emmerich Construction, Inc., a Minnesota corporation, I Thomas R. Balluff do hereby certify that this plat was prepared by me or under my direct supervision; that I owner of the following described property: am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all Outlet B, NORTHPOINTE 3RD ADDITION, according to the recorded plat thereof, Anoka County, Minnesota. monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate Has caused the same to be surveyed and platted as NORTHPOINTE 4TH ADDITION and does hereby dedicate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. to the public for public use the public ways and the drainage and utility easements as shown on this plat. Dated this day of 20 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 1 20. TONY EMMERICH CONSTRUCTION, INC. Baleen K. Roberts, President STATE OF COUNTY OF This instrument was acknowledged before me on by Baleen K. Roberts, President of Tony Emmerich Construction, Inc., a Minnesota corporation, on behalf of the corporation. Notary Public, My commission expires Thomas R. Balluff, Licensed Land Surveyor Minnesota License No. 40361 STATE OF COUNTY OF This instrument was acknowledged before me on by Thomas R. Balluff. Notary Public, My commission expires CITY COUNCIL, CITY OF LINO LAKES, MINNESOTA This plat of NORTHPOINTE 4TH ADDITION was approved and accepted by the City Council of the City of Lino Lakes, Minnesota at a regular meeting thereof held this day of 20J and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. CITY COUNCIL, CITY OF LINO LAKES, MINNESOTA By: n I/1 L)TI I��%lln ITF I v�Jl \ 1 Ali �JII V I L_ 66 60.85�_ N88 582.14E S79'05'50"E DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: a5 (NOT TO SCALE) 1 2 3 4 _" 6 J ROSEWOOD STREET _-s `� 2 3 C 1 I.- c c��� 4 �� being 5 feet in width, and adjoining side lot linos, and 10 feet in width and adjoining right of way `V f/ 5 lines and rear lot lines unless otherwise shown on 11 this plat. CJ �� 2 N 6 �i I\J 7 r1 Nj z U�JTLU� A 8 Cf� Denotes Right of Access dedicated «j =� 9 7 c to Anoka County per the plat of \ St NORTHPOINTE L= 1 Denotes Right of Access dedicated �� 11l �� c - to the State of Minnesota per the--J plat of NORTHPOINTE 11 10 K LROSEWOODTREET1 For the purposes of this plat, the mostsoutherly line of Outlot 8, NORTHPOINTE gg � 3RD ADDITION is assumed to have a bearing of South 89degrees 57 minutes 762.01 14 seconds West. S89°57'14"W N II IDenotes Wet Land location _ GRAPHIC SCALE 0 Denotes 1/2 inch by 14 inch iron monument set 0 60 120 240 or to be set within one year of recording of this plat and marked with license number 40361 Denotes Found Iron Monument, marked with erwise (SCALE IN FEET) license number 40361 unless othnoted 1 INCH = 120 FEET 7 Mayor 41 3 Clerk CITY OF LINO LAKES COUNTY OF ANOKA SEC. 25, TWi 31, RGE. 22 COUNTY SURVEYOR I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this day of 1 20 By Larry D. Holum Anoka County Surveyor COUNTY AUDITOR/TREASURER Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable in the year 20. on the land hereinbefors described have been paid. Also, pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer entered this day of 20 Property Tax Administrator By Deputy COUNTY RECORDER/REGISTRAR OF TITLES County of Anoka, State of Minnesota I hereby certify that this plat of NORTHPOINTE 4TH ADDITION was filed in the office of the County Recorder/Registrar of Titles for public record on this day of 20_ at o'clock A. and was duly recorded in Book Page as Document Number 1 W <C 11P F - County Recorder/Registrar of Titles By , Deputy n IC E[)TI I��C In I I L- O 11'_ C I vL/I \ I L7` \JII v I �- (Hp ��O C ) G, n A I r� I T I /1 n I N88 0 1 CJ "�,� <' f `) N89°08'22"E )I � � r\ JL I I IVI v 12SOf F 380.21 67.03 0 `•\------__ -- t 31os1 1$.° 9q1� N00�1'38"1y\ 5.00 \ GIN o r�-N00°51'38 W e N I / "1 n// N 2..E e'�� CYPRESS STREET N 1 S5 0o E . 125.00 125.00coo 3 1Ib I OUTLOT D W IINo a ryfO^° a ryry� $1yN �RDO o a, �R� �gM � a �d o g9s?2 s�° V 6 e �9 '- i IV (.3 0�0 "� \0 a s° opl a N89°08'22"E��o d -- I 1 210.00 2a5.64-=-°��20' N89°08'22"E 1 58-,0 �=Drains & `SO \O Fi I o I nnl I1 \ > / N69.N2S4p8B 072'E-Utility r-127.27 69°51' f \\ Ea"- nt 3091 \B't\ / W / 9g• J `V l r I 64G°4432E Nj ry1ry/ i -+5 b N6 59"E i 88.38 2°34'S7"E° 49.33 10" F p` /Moro R= 3246Ft`_ rvo� 105,00__'___ z II `' `(y `"N59°43'18°E E •\ a\c, J Z�6.85 ---- �3005p� 03p // gnN7 3'e2\G�opO 21� g1 _}� phm S89°08'22"W 4, B? 4 350 jO92 Dmnage & Utility Easement-- - - S89°08'22"W 243.00 --1 sl \ \09 ,'=,5'L 514474.42 'ry NO' 0 93 -'� �\ d Sob°18'S2" / / O ha' 000. \ //23z0 o57,• 1\ 71. p0 „,_- 'r➢:� \; (^/ C.y r 5 y �o .5`L / R 37°40 69 Oti Fy,165' 45 `s\ �A6 G �S°O0k 3ool t, D n�p6753578gO p,2458 20.19 �� 4- 6 o.° 6o N291.61S6"W g1645'W 9nn8_ i 1 Vh f V G?ti'� 0.hy 3^W 0 i I.-- N8968'22"E 291.61 _a3°15 _°. "E rvory � p5 h4^' S83°41309 W 56 3 8 544°30 Njp 35'51°E Ao%� 665e f I g0 31 36 E � V 9'02"E20 56'E C.B.=N01°07'42"E %0 5'I'`669 21 sp6 0°�1•�` 2�Mc W O M q - OUTLOT B p Drainage & Utility Easement b N ((over all of Outlet B) Z --The most southerly line of Ou tlot B. NORTHPOINTE 3RD ADDITION -f =--Drainage & Utility Easeni i ( \\OUTLOT C I S44'14'12"E 71.00<--_ 3 55476, o, os IN I �A / o 1129.09 S89°57'14"W / I / Tangent' 2.29 2 R= -3Z'57 / \ C. L=13 .4" i .30 C.B.=S38ci °I6'38 \ V N84°40 29 E \ \ n '1 Wm�W Ip Mm= °a CID�a m � pM , a- / � g2 65 a Mr. M -dig N 27 E Q 4S77°08'04• I 'E C) -G og Tin /v l `iJ LIU Variable Width S--b ,9-W 44 --- ------ 00°42LI) MNDOT ROW MON.) r�, I I C� I - I eC I I l� I I trJ cl, � (� Carlson McCain ENVIRONMENTAL"ENGINEERING - SURVEYING SHEET 1 OF 2 SHEETS NORTHPOINTE 4TH ADDITION CITY OF LINO LAKES COUNTY OF ANOKA SEC. 25, TWP. 31, RGE. 22 INSET 'A' i, o N Mto oM o� Z N88"19'38"E- 582.14 70.00 70.00 70.-, F- 56.80 _3538 ---� r-- 70.00 - 9�6'' --136.65 ----11 11 ,I I I I I 255.47 6�1 F °° �- I I I I I \\ II 13 P3 ° I �9 hl =3 4 62 t "%Iz �yC,C\ z /z1 1 h < 060 r-71' o. J o \\ 7000 5 � 26°5639J 7000 ah 6056 Di51'13 .si.00 h^'/h `] %p� 'gyp - k° v T �'� \I \F a� --_-N88-19'38E STREET za'gg // ,'6O� /y \\\ 2 ROSEWOOD �I �,3j 4g4� `\ J Oy SR \�26.6 \1°,Ov /QL'p�' h^OOdJ�',o� p ��Wk 86.68 r0 70.0-0 _ 70.00 -1 r 54.43- _ .; -� r 30.00 30.00 p " - rr l= OJ a `SO\ `O y9 60.00 /� v N89°36'52"E N 1 NMI r' 2 a 3 C.�i M� 4 4 ,h , /// (^J W Ss ; �,00 2 /h etid� S2S 3° \ 6g 70.00 58.20 \ / •a .� J.Tj, \' RJ �' e �Y Bj�W S88%9'38"W %\ ,00 16 6 NSB �g O6. 6 4s'F z s U SJ= 00 JJF\ J'1 2 hp � J/hh DRAINAGE AND UTILITY ,1I 20 - omn.r 8 EASEMENTS ARE SHOWN THUS: 4 n /0 _3 N77 28'38W _ A/ O UTLOT A 1 7 a L 1 _ a l o 8 $ NN IO O - STR_EE M 28.65 L_ -15-.8--7-----� 43 57 ------ .39 802.E N � 27 Drainage & 20 ;o „4 zN 58'18 78 39'02"E o I f SO'1, Utility Easement<� m 2 �}' sag°571a"W m 155.54 v a� \;P 9 J p\ being 5 feet in width, and ad" g pining side lot Iinea, and 10 feet in width and adpining right of way o--- -�� lines and rear lot Iinea unless otherwise shown on f 15.075.54 �' 180.00 f a 30 30� JOp this plat. 74.- - 80.11 7- -i I N86°42'22W 111 S86 °42'22"E w 1 N 1 s� -- S89°36'51"W 60.00 o li of Ili 10 30.00 30.00 PO e 0�93 , s°O N89°57'14"E 1 --J L-TO. L_----J - 0 80.18 70.00 80.00 os A �A9�e°oJy ' h sgo 0 9 1''' ROSEWOOD z6o.m STREET " I z For the purposes of this plat. the most southerly line of outlot _ _ Js j N89°57'14"E P3RD ADDITION assumed to have a bearing of B. hR 9degrees South grass 57 minutes 14 seconds West. n N 733 70.00 3g - - - 70.00 - - - - _ 80.72 - 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 40361 /0=24 pl - / ^I 3 / r r 1 F- number Denotes Found Iron Monument, marked with license / w w w N number 40361 unless otherwise noted Q o/ 4 NI `-'I r 3 SI h ip 2 Denotes Wet Land location I'u" N8 / 7°44'WW f I N 4 1 I I 0 I 111 L103.35 ---_---- �--DRAINAGE _S87°44'06"E �_70.06- N87°44'06"W 4,-70.06--- N62°11'54'E� BO 9Z 30 30 GRAPHIC SCALE & UTILITY EASEMENT-- _-20.01 0 0 30 60 120 150.77 M 116.95 70.00 70.00 80.00 30.00 30.00 762'01 --- )Carlson � S89°57'14"W (SCALE IN FEET) 1 INCH = 60 FEET McCain ENVIRONMENTAL = ENGINEERING = SURVEYING SHEET 2 OF 2 SHEETS Park Exhibit for: NORTHPOINTE Located in the NW 1/4 of Sec. 25, Twp. 31, Rge. 22 a 0 i 28 II 29 16 22 I I I � \. l� I 21 17 APPROX.--7� 0.19 % 100Yr. HWLI�A0" =914.7 1 20 19 acre, ��—Park line from Preliminary Plat (5.04 Acres) N 89°08' 22"E 310091 PARK 3.53 acres NEW PARK —New Park Total Area = 5.16 Acres I i n e (Net Area = 4.59 Acres) \(Excludes Wetlands & \ area below 100 Yr. HWL) / 1 18�✓ t / NML=910.5 \ OUTLOT C x—TRAIL Qo{ o;r \ / ac. I \ APPROX. - -- 100Yr. HWL =914.7 \ OUTLOT B AJE COMPANIES 1875 Station Parkway NW Andover, MN 55304 923 1 4586_prp—park exbt Carlson McCain ENVIRONMENTAL o ENGINEERING o SURVEYING 3890 Pheasant Ridge Drive NE, Suite 100, Blaine, MN 55449 Phone: 763-489-7900 Fax: 763-489-7959 mQmrp 11 IVli-�7 ? 2 2016 PARK 1.36 acres d- �^ ° M� IN Q 0� � N 0 50 100 200 ( IN FEET) _--_ _ � Denotes Exemption Line from Preliminary Plat