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HomeMy WebLinkAbout10/12/2016 P&Z PacketCITY OF LINO LAKES PLANNING & ZONING BOARD MEETING Wednesday, October 12, 2016 6:30 p.m. Council Chambers Please be courteous and turn off all electronic devices during the meeting. ACF.NY) A 1. CALL TO ORDER AND ROLL CALL 2. APPROVAL OF AGENDA 3. APPROVAL OF MINUTES: September 14, 2016 4. OPEN MIKE 5. ACTION ITEMS A. PUBLIC HEARING: Lino Lakes Elementary School Renovation Conditional Use Permit and Site Plan Review B. PUBLIC HEARING: Century Farm North PUD Yd Amendment C. St. Clair Estates Final Plat 6. DISCUSSION ITEMS A. Project Updates 7. ADJOURN Meeting guidelines on reverse side. City of Lino Lakes Planning & Zoning Board MEETING GUIDELINES Oven 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 : September 14, 2016 TIME STARTED : 6:30 P.M. TIME ENDED : 6:48 P.M. MEMBERS PRESENT : Dale Stoesz, Lou Masonick, Perry Laden, Paul Tralle (Chair), Neil Evenson, Michael Root MEMBERS ABSENT : None STAFF PRESENT : Michael Grochala, Katie Larsen, Diane Hankee 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 September 14, 2016. IL APROVAL OF AGENDA The Agenda was approved as presented. III. APPROVAL OF MINUTES: August 10, 2016 Mr. Laden made a MOTION to approve the August 10, 2016 Meeting Minutes. Motion was supported by Mr. Evenson. Motion carried 5 - 0. (Tralle abstained) IV. OPEN MIKE Chair Tralle declared Open Mike at 6:31 p.m. There was no one present for Open Mike. Mr. Masonick made a MOTION to close Open Mike at 6:32 p.m. Motion was supported by Mr. Evenson. Motion carried 5 - 0. (Tralle abstained) DRAFT MINUTES Planning & Zoning Board September 14, 2016 Page 2 V. ACTION ITEMS A. Clearwater Creek Business Park Planned Unit Development (PUD) Final Plan and Final Plat Kendra Lindahl of Landform, presented the staff report. Staff recommended approval of the Clearwater Creek Business Park Planned Unit Development (PUD) Final Plan and Final Plat. 1. City Council approved the PUD Development Stage Plan/Preliminary Plat and Rezoning to PUD on July 25, 2016. 2. Applicant received the required grading permit. 3. Applicant has the required watershed district permits. 4. Elevation color pallet rendering and building materials not finalized, and will be provided at the next city council meeting. 5. Issues of screening to the south have been addressed with addition landscaping. 6. Dedication of ROW for Cedar Street and 21st Avenue is in place. 7. Easement for Centerville portion is required. 8. Conservation Easement along creek in place. 9. Development contract will be required. Staff addressed questions of the board including, guard shack, building materials and color pallet, construction of roads, and ROW. Brandon Champeau, Vice President of United Properties, 3600 American Boulevard, Bloomington, addressed boards concerns about the color pallet. Mr. Root made a MOTION to recommend approval of the Clearwater Creek Business Park Planned Unit Development (PUD) Final Plan and Final Plat. Motion was supported by Mr. Laden. Motion carried 5 - 0. (Tralle abstained) VI DISCUSSION ITEMS A. Katie Larsen and Michael Grochala provided updates on various city projects. VII. ADJOURNMENT Mr. Stoez made a MOTION to adjourn the meeting at 6:48 p.m. Motion was supported by Mr. Root. Motion carried 5 - 0. (Tralle abstained) Respectfully submitted, Alex McKenzie Community Development Intern DRAFT MINUTES PLANNING & ZONING BOARD AGENDA ITEM 5A STAFF ORIGINATOR: Katie Larsen, City Planner Alex McKenzie, Community Development Intern. P & Z MEETING DATE: October 12, 2016 REQUEST: PUBLIC HEARING Lino Lakes Elementary School Renovation 1. Conditional Use Permit 2. Site Plan Review CASE NUMBER: CU2016-004 SP2016-004 APPLICANT: Krech, O'Brien, Mueller & Associates Attn: Marc DuBois 6115 Cahill Ave. Inver Grove Heights, MN 55076 OWNER: Lino Lakes Elementary School Attn: Larry Martini, Director of Business Services 6100 North 210th Street Forest Lake, MN 55025 REVIEW DEADLINE: Complete Application Date: September 13, 2016 60 -Day Review Deadline: November 11, 2016 120 -Day Review Deadline: January 10, 2017 Environmental Board Meeting: September 28, 2016 Park Board Meeting: NA Planning & Zoning Board Meeting: October 12, 2016 City Council Work Session: November 07, 2016 City Council Meeting: November 14, 2016 BACKGROUND Lino Lakes Elementary School is located at 725 Main Street and consists of two parcels totaling almost 20 acres. The school was built in 1957 and has received multiple additions in 1960, 1975 and most recently 1999. The renovation project will result in an 1 additional 4 classrooms. There will also be a large gathering space at the front/south side of the building and an outdoor classroom to the west side of the building currently not in existence. The school's primary, current curriculum focus is STEM (Science, Technology, Engineering, and Math) and there is a trend and expectation for an increased student population. Much of the school's HVAC systems are outdated, inefficient, and provide only limited climate control. The current, proposed project submitted for review intends to address several objectives of the school district: - A major HVAC renovation throughout the 1960 and 1975 portions of the building - A replacement of the 1957 portion of the building - Additional classrooms to serve a growing student population - A design aesthetic and physical space to reflect the STEM focus of the school's curriculum and provide learning spaces appropriate for STEM focused education - A complete storm water collection system including underground piping from building and parking areas towards a new infiltration basin The Land Use Application is for the following: • Conditional Use Permit (CUP) • Site and Building Plan Review This staff report is based on the followings plan sets: • Civils submitted by Loucks dated 09/12/16 • Hydrology report submitted by Loucks dated 08/19/2016 • Architectural elevations and floor plan submitted by Krech, O'Brien, Mueller & Associates dated 9/12/16 • Lighting fixture details submitted by Lithonia Lighting on 09/12/16 ANALYSIS Zoning and Land Use The property is zoned PSP, Public and Semi -Public and allows for schools (public and private) with a conditional use permit. Current Zoning PSP, Public and Semi -Public Current Land Use EDUC-Schools Future Land Use per CP Civic/Institutional Utility Staging Area 1A=2008-2015 W Surrounding Zoning and Land Use Direction Zoning Current Land Use Future Land Use North R-1, Single Agricultural Low Density Family Residential East R-1, Single Single Family Residential Low Density Family Residential South R-1, Single Single Family Residential Low Density Family Residential West R-1, Single Agricultural Low Density Family Residential Conditional Use Permit The property is zoned PSP, Public and Semi -Public and allows for schools (public and private) with a conditional use permit. The school is considered to have an existing conditional use permit because it was constructed prior to the July 1997 ordinance update. Any change involving a structural enlargement of the facility requires an amendment to the conditional use permit. The Planning and Zoning Board shall recommend a conditional use permit and the Council shall order the issuance of such permit only if it finds the following criteria have been met: 1. The proposed development application has been found to be consistent with the policies and recommendations of the Lino Lakes Comprehensive Plan including: a. Land Use Plan. b. Transportation Plan. c. Utility (Sewer and Water) Plans. d. Local Water Management Plan. e. Capital Improvement Plan. f. Policy Plan. g. Natural Environment Plan. The proposed school renovation is consistent with the Land Use, Utility, Local Water Management, Capital Improvement, Policy and Natural Environmental Plans and recommendations of the comprehensive plan as detailed later in this staff report. Staff has concerns regarding traffic circulation in the redesigned parking lot. The design has vehicles entering the east driveway and travelling only one-way into either the "north or south "parking lot. The parking stalls are angled parking which does not allow for two-way traffic. Vehicles would be required to enter back onto CSAH 14/Main Street to re-enter the parking lot. 2. The proposed development application is compatible with present and future land uses of the area. The proposed school renovation is compatible with present and future land uses. The property to the north is zoned PSP, Public and Semi -Public and is guided for Civic/Institutional. The properties to the north and west are zoned rural and the properties to the east and south are zoned single family residential. All properties in the surrounding area are guided single family residential. Currently single family homes exist to the east and south. 3. The proposed development application conforms to performance standards herein and other applicable City Codes. A Site and Building Plan Review has been completed and the proposed school renovation meets zoning performance standards in regards to exterior building materials, setbacks, landscaping and parking with the approved conditional use permit. 4. Traffic generated by a proposed development application is within the capabilities of the City when: a. If the existing level of service (LOS) outside of the proposed subdivision is A or B, traffic generated by a proposed subdivision will not degrade the level of service more than one grade. b. If the existing LOS outside of the proposed subdivision is C, traffic generated by a proposed subdivision will not degrade the level of service below C. c. If the existing LOS outside of the proposed subdivision is D, traffic generated by a proposed subdivision will not degrade the level of service below D. d. The existing LOS must be D or better for all streets and intersections providing access to the subdivision. If the existing level of service is E or F, the subdivision developer must provide, as part of the proposed project, improvements needed to ensure a level of service D or better. e. Existing roads and intersections providing access to the subdivision must have the structural capacity to accommodate projected traffic from the proposed subdivision or the developer will pay to correct any structural deficiencies. al f. The traffic generated from a proposed subdivision shall not require City street improvements that are inconsistent with the Lino Lakes Capital Improvement Plan. However, the City may, at its discretion, consider developer -financed improvements to correct any street deficiencies. g. The LOS requirements in paragraphs a. to d. above do not apply to the I- 35W/Lake Drive or I-35E/Main St. interchanges. At City discretion, interchange impacts must be evaluated in conjunction with Anoka County and the Minnesota Dept. of Transportation, and a plan must be prepared to determine improvements needed to resolve deficiencies. This plan must determine traffic generated by the subdivision project, how this traffic contributes to the total traffic, and the time frame of the improvements. The plan also must examine financing options, including project contribution and cost sharing among other jurisdictions and other properties, that contribute to traffic at the interchange. h. The City does not relinquish any rights of local determination. CSAH 14/Main Street is a principal arterial road. The school is accessed via two main driveways off of CSAH 14 and there will be no changes to these driveways. Staff has concerns regarding traffic circulation in the redesigned parking lot. The design has vehicles entering the east driveway and travelling only one-way into either the "north or south "parking lot. The parking stalls are angled parking which does not allow for two-way traffic. Vehicles would be required to enter back onto CSAH 14/Main Street to re-enter the parking lot. 5. The proposed development shall be served with adequate and safe water supply. The site is served by a 12 " ductile iron watermain located along CSAH 14/Main Street which can accommodate the demands of the proposed school renovation. 6. The proposed development shall be served with an adequate and safe sanitary sewer system. The site is served by a 21 " sanitary sewer line located along CSAH 14/Main Street and an 8 " line serving the building which can accommodate the demands of the school renovation. 7. The proposed development shall not result in the premature expenditures of City funds on capital improvements necessary to accommodate the proposed development. No City funds are being expended on this project. 8. The proposed development will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons, 5 property, or the general welfare because of excessive production of traffic, noise, smoke, fumes, glare, or odors. The proposed school renovation is an allowed use within the PSP, Public and Semi - Public District with an approved conditional use permit. The renovation will not generate excessive traffic, noise, smoke, fumes, glare or odors. 9. The proposed development will not result in the destruction, loss, or damage of a natural, scenic or historic feature of major importance. There are no natural, scenic or historic features on the existing site. Specific Conditional Use Permit (CUP) Requirements In addition to the administrative requirements of a conditional use permit, the following specific performance standards of Section 1007.130 (8)(a) must also be met: Side yards shall be double that required for the district, but no greater than thirty (30) feet. The standard side yard setback is 10 feet so a 20 foot setback is required. The proposed school addition is 70+ feet from the east property line and 180+ from the west property line. 2. Adequate screening from abutting residential uses and landscaping is provided in compliance with § 1007.043 (17) of this Ordinance. The proposed school renovation is more than 100 feet from the nearest residential property. No screening is required. 3. Adequate off-street parking and access is provided on the site or on lots directly abutting or directly across a public street or alley to the principal use in compliance with § 1007.044 of this Ordinance and that such parking is adequately screened and landscaped from surrounding and abutting residential uses in compliance with §1007.043 (17) this Ordinance. The proposed 149 off-street parking stalls exceed the required 85 parking stalls required. The parking area is adequately screened along the east property line bordering the residential uses. Staff has concerns regarding traffic circulation in the redesigned parking lot. The design has vehicles entering the east driveway and travelling only one-way into either the "north or south "parking lot. The parking stalls are angled parking which does not allow for two-way traffic. Vehicles would be required to enter back onto CSAR 14/Main Street to re-enter the parking lot. Con Also, the bus drop-off/pick-up area is located in the north parking lot. The personal vehicle parking stalls would not be able to be utilized during bus operations. The handicap parking stalls are also blocked by the bus parking. Crosswalks shall also be installed across both parking lots to the main entrance. 4. Adequate off-street loading and service entrances are provided and regulated where applicable by § 1007.045 of this Ordinance. There is no off-street loading associated with the proposed school renovation. 5. The provisions of §1007.016 of this Ordinance are considered and determined to be satisfied. The provisions of 1007.016 are satisfied as noted above in this staff report. Site and Building Plan Review Site Plan The Site Plan Review Worksheet found in Attachment #6 provides detailed information regarding the site plan review. The proposed school renovation meets the performance standards of the zoning ordinance with some minor revisions required. Staff has concerns regarding traffic circulation in the redesigned parking lot. The design has vehicles entering the east driveway and travelling only one-way into either the "north or south" parking lot. The parking stalls are angled parking which does not allow for two-way traffic. Vehicles would be required to enter back onto CSAH 14/Main Street to re-enter the parking lot. Also, the bus drop-off/pick-up area is located in the north parking lot. The personal vehicle parking stalls would not be able to be utilized during bus operations. The handicap -parking stalls are also blocked by the bus parking. Crosswalks shall also be installed across both parking lots to the main entrance. Grading Plan and Stormwater Management The proposed sites BMPs will consist of an infiltration basin for treatment, volume control and rate control prior to discharging to the wetland to the north. The reconstructed parking lot and the building addition will convey stormwater to the infiltration basin using a storm sewer pipe system. The proposed site contains 46.3% impervious surface area. The impervious area for this site includes the reconstructed portion of the parking lot and the roof drains that are being captured by the storm sewer system. 7 Public Utilities The site is served by a 12" ductile iron waterman and 21" sanitary sewer line located along CSAH 14/Main Street and 8" sanitary sewer line serving the building which can accommodate the demands of the school renovation. Landscaping and Tree Preservation Plan Proposed landscaping includes; trees, shrubs and perennials in the parking lot area and in the front of the newly renovated building entrance area. The school was built in 1992 prior to the regulations of the current landscape ordinance and will be required to match existing on-site landscaping conditions. According to the tree inventory, twenty one (2 1) trees will be removed and thirty three (33) existing trees will remain on site. This data conflicts with the tree data which indicates sixteen (16) trees will be removed. Nineteen (19) deciduous trees are proposed to be replaced, and eighteen (18) are required. One hundred shrubs are proposed and thirty (30) are required. Landscaping in parking lot meets canopy cover requirements. Trees located in the parking lot can't be used for open area landscape requirements. Irrigation is required for all grass and landscaped areas. Trees located west of the school were Arbor Day plantings, and some were dedicated to people. In order to save these trees from destruction, it is proposed to move these trees out of grading areas to a stockpile area until the grading is completed. The trees would then be moved back into the pond and the outdoor classroom locations. The environmental coordinator is working with the school on these details. Architectural Plans and Exterior Building Materials The renovation meets the exterior building material standards for institutional facilities. Exterior materials include, brick, metal panel/louvers, stone, and CMU, all similar to the existing building. Colors that will be used are Mushroom, Silver/Grey and Forest Lake Maroon. Signage A new monument sign is proposed and shall require a separate sign permit application. Impervious Surface Coverage N. Pre -Development 'YmPost-Development Impervious 2.77 acres (40.5%) 3.09 acres (45.2%) Pervious 4.58 acres (59.5%) 4.26 acres (54.8%) N. DISTURBED TOTAL 7.35 acres 7.35 acres Maximum of 65% impervious surface cover is allowed and 45.2% is proposed. Public Land Dedication No cash in lieu of land dedication shall be required with the renovation. Comprehensive Plan Resource Management System The Resource Management System Plan goal of preserving surface water quality is supported by the implementation of Stormwater Management BMP infiltration basin. Land Use Plan The Comprehensive Plan guides this property for civic/institutional use. The proposed school renovation is consistent with the designated land use. Housing Plan The goals and policies of Housing Plan are not negatively impacted by the school renovation. Transportation Plan Goals of the Transportation Plan are to ensure that street and roads are as safe as possible and to reduce unnecessary traffic. CSAH 14/Main Street is a principal arterial road. The school is accessed via two main driveways off of CSAH 14 and there will be no changes to these driveways. Sanitary Sewer and Water Supply Plan The site is served by a 12" ductile iron waterman and 21" sanitary sewer line located along CSAH 14/Main Street with an 8" sanitary sewer line serving the building which can accommodate the demands of the school renovation. Community Facilities The goal of Lino Lakes Elementary is to maintain first-class education for children of Lino Lakes and provide learning opportunities for residents of all ages. The renovation will add additional classrooms to serve a growing student population and design aesthetic and physical space to reflect the STEM focus of the school's curriculum to provide learning. I Wetlands Wetlands exist on the northern quarter of the school property but the renovation project and disturbance area do not impact any wetlands. Floodplain There is Zone A floodplain to the north of the site. The floodplain is not located in the disturbed project area and will have no impacts. Anoka County Highway Department Staff is seeking comments from Anoka County Highway Department. Stormwater Maintenance Agreement A Stormwater Maintenance Agreement is required. Site Improvement Performance Agreement A Site Improvement Performance Agreement is required. RECOMMENDATION Staff recommends approval of the conditional use permit and site plan review with the following conditions: 1. All comments from the City Engineer letter dated October 04, 2016 shall be addressed. 2. All comments from the Environmental Coordinator dated October 06, 2016 shall be addressed. 3. All comments from the Anoka County Highway Department letter dated (to be provided) shall be addressed. 4. The two parcels shall be combined. 5. All plan sheets shall clearly show property lines. Property line along CSAH 14 appears to contradict the Anoka County GIS map. 6. A Stormwater Maintenance Agreement shall be required. 7. A Site Improvement Performance Agreement is required. a. Detailed construction cost estimates shall be provided. b. Met Council SAC unit determination shall be provided. 8. A construction timeline shall be provided. 9. A separate Sign Permit shall be submitted to the City for review and approval. 10. The Site Plan indicates "relocate ball fields and benches". The plan should show where these ballfields are being relocated. 11. Sheet C2-1, Site Plan: a. Parking lot shall be re -designed to address the following staff concerns: 10 i. Traffic circulation and excess traffic onto CSAH 14/Main Street. ii. Conflict between bus drop-off/pick-up area and personal vehicle parking stalls. iii. Handicap -parking stalls are blocked by the bus parking. iv. Crosswalks shall also be installed across both parking lots to the main entrance. Plan shows bus parked in crosswalk. v. An additional crosswalk shall be added on the west side of the parking lot. b. Show relocation of ballfields as noted on plan sheet. 12. Sheet L2-, Landscape Plan: a. Seed mix type and detail need to be stated. b. Required Open Space trees and shrubs shall be planted above the normal water level of infiltration basin. These shall be shown on the plans. i. The trees and shrubs planted in the parking lot and near building foundation do not count towards Open Space requirements. 13. Sheet L2-1, Tree Preservation Plan: a. The Tree Inventory chart indicates 21 trees being removed but the Tree Data chart indicates only 16 removed. Please revise accordingly. b. There are 10 trees being removed that are not within the Basic Use Area. i. These trees shall be replaced at a 1:1 ratio. ii. The trees and shrubs planted in the parking lot and near building foundation do not count towards Tree Replacement requirements. c. Tree in courtyard is to be counted as removed. 14. Sheet Exxx-Photometric Plan: a. Plan needs to clearly show the west, south and east property lines of the property. b. Only 1.0 foot candle is allowed onto the right of way. c. Only 0.4 foot candle allowance is allowed onto adjacent property. d. Height and location of outdoor lighting is to be shown. e. Light pole details shall be provided. 15. Sheet A400 and 401, Exterior Elevations: a. Trash enclosure details shall be shown on plans. b. Exterior fagade material areas and percentages for the south elevation shall be shown on the plans. c. Mechanical equipment location and screening shall be shown. ATTACHMENTS 1. Site Location Map 2. Aerial Map 3. City Engineer letter dated October 04, 2016 4. Environmental Coordinator letter dated October 6, 2016 5. Anoka County Highway Department letter dated (to be provided) 6. Site Plan Review Worksheet 7. Plan Set 8. Floor Plan and Color Exterior Elevations 11 PND- S�. �r D C7 EVERGREEN TRL z p U w O w Lino Lakes Elementary School z Q 725 Main Street J H Y 0 J � BjS�ST o a CO z O Z O _� m J Z m LU m m CIO MAIN ST HENRY LN � H/GpLTAND L)/7 VICKY LN JAMES ST Dy z My w c k HQ IGHLANL Q y F R J z� m N AR LrO LfV � w Q �` OBS LOIS LN Site Location Map 3°° 6°° ,.2°° $°° Z 4°° CITY 'OF W E Feet IN KE S Aerial Map N !Y,.. 0 100 200 400 cINY KE r Lino Lakes ElementaryW E Feet .S. Building a legacy—your legacy. Memorandum To: Katie Larsen, City Planner From: Diane Hankee PE, City Engineer Date: October 4, 2016 Re: Lino Lakes Elementary Renovation Plan Review WSB Project No. 2988-330 701 Xenia Avenue South Suite 300 Minneapolis, MN 55416 Tel: 763-541-4800 Fax: 763-541-1700 We have reviewed the plans dated September 12, 2016 for the Lino Lakes Elementary School renovation prepared by Loucks. 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 for any construction activities. GRADING, EROSION AND SEDIMENT CONTROL 1. NPDES Construction General Permit and Rice Creek Watershed District permit required. 2. Show locations for stockpiles and the BMPs associated with stockpile management. 3. Provide language of the requirement to not complete final grading of the infiltration area until the contributing drainage area has been constructed and fully stabilized unless rigorous erosion prevention and sediment controls are provided. 4. Provide language stating that the proposed infiltration area will not be utilized as a dewatering basin. Provide other practices for potential dewatering. 5. Provide information for the testing practices that will be performed to ensure the infiltration area will perform after final stabilization. 6. Show location for temporary/permanent erosion control measures and the estimated quantities for all BMPs (seed, blanket, mulch, etc.). Equal Opportunity Employer wsbeng.com S:\CmmtmityDevelopment\ProjectsTlanning Cases\Lino Laken Elementary Renovation\Staff Repons\20161012 PZ\a3 70161004 Engineering Review Lino Lakes Elementary Renovation - FINAL.doc Ms. Katie Larsen October 4, 2016 Page 2 STORMWATER MANAGEMENT 1. Existing and proposed drainage areas should encompass all proposed improvements — the east side parking lot should be included, if part of the improvements. 2. Drainage areas indicate the rooftop drainage from the existing building will be rerouted — please confirm. 3. EOF from proposed pond should be rerouted to prevent damage to neighboring property. 4. Proposed pond outlet pipe does not match grading plans, please revise. FLOODPLAIN 1. No comments. WETLANDS 1. No comments. ENVIRONMENTAL 1. No comments. WATER SYSTEM 1. No comments. SANITARY SEWER SYSTEM 1. No comments. STORM SEWER SYSTEM 1. Please confirm using Atlas -14 intensities for the storm sewer design. 2. Inverts on the storm sewer calculations do not match plans, please revise. TRANSPORTATION 1. With the revised parking lot configuration a signing and pavement marking plan should be provided including: a. One way system signing and striping details b. Parking stall details (i.e. angle, width, length) c. Pedestrian crossing signing and striping details S:\Cammunity DevelopmentTrojectsTlanning CasesTino Lakes Elementary Renovation\Staff Repmts\20161012 PZ\a3 20161004 Engineering Review Lino La Ms. Katie Larsen October 4, 2016 Page 3 2. Currently there is a marked and signed pedestrian crossing of the parking lot and Main Street. The plan does not show it being removed or replaced. Additional information should be provided on the plan. There also appears to be a pedestrian area in the new center island. Additional information should be provided on the plan for this area. 3. With the new parking lot and circulation configuration bus and truck turning templates should be provided to insure all maneuvers can be accommodated. 4. The plan shows an area to be striped for a turnaround in the back of the site. Additional details on the location, configuration and turning radius should be provided. PERMITS The applicant shall provide the following permits prior to final plat approval. City of Lino Lakes Approval a. Site Plan b. Grading, Excavation, and Foundation Permits c. Building Permits 2. Rice Creek Watershed Permit a. Rule C: Stormwater Management b. Rule D: Erosion and Sediment Control 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:\Cammunity DevelopmentTrojectsTlanning CasesTino Lakes Elementary Renovation\Staff Repmts\20161012 PZ\a3 20161004 Engineering Review Lino La Memo To: Katie Larsen From: Marty Asleson Date: October 6, 2016 Re: Lino Lakes Elementary Environmental Board Recommendations The following recommendations were made at the September 28th Environmental Board meeting concerning the Lino Lakes Elementary Renovation project: • A City storm water grading, erosion and sediment control permit, and a Stormwater Management Plan are required. A RCWD and MPCA permits are also required. No construction shall occur until the requirements of the MPCA permit are in order. A stormwater pollution prevention plan was submitted. A certified stormwater site supervisor must be identified before any ground is disturbed. Weekly and post rainfall event inspections, and follow up correction sheets must be emailed to the City Engineer and the Environmental Coordinator. • Arbor Day trees in the pond excavation area, and the parking lot area should be moved to a stockpile area and then moved back into the new landscape following construction. • Provide a detail on water delivery to trees planted in Structural Soils. These trees could be watered with stormwater from the parking lot, or the rooftop of the school. • Native seed mixes for the pond and upland areas must be approved by the city. Recommend a short native mix for the upland area. 0 Page 1 CITY C7F L�N_() L KE PROJECT: Lino Lakes Elementary School Renovation SITE PLAN REVIEW WORKSHEET DATE: September 12, 2016 REVISED: Planning & Zoning Board Date: October 12, 2016 City Council Date: November 14, 2016 To be addressed by applicant ZONING/LAND USE NOTES: Zoning District PSP Public and Semi -Public Future Land Use Plan Civic/Institutional Sewered or Unsewered Lot Sewered CUP required? Yes Comprehensive Plan Amendment? No Rezoning required? No Variance required? No Required Proposed Lot size (acre) 1 acre 20 acres School property consists of 2 parcels totally approximately 20 acres Lot width (ft.) 150ft 300ft 10/7/2016 1 a6 Site Plan Worksheet -Lino Lake Elementary.xlsx Setbacks -Street Required Proposed Principal Building -Local Street - - Principal Building-Collector/Arterial Street 50 120+ Parking Lot 15 10+ Setbacks -East Side Yard Principal Building Accessory Building Parking Lot/Driveway Setbacks -West Side Yard Principal Building Accessory Building Parking Lot/Driveway From Residential District Between Principal Buildings Height Reauired Pronosed 20 70+ 10 NA 10 15+ Reauired Proposed 20 180+ 10 NA 10 60+ Required Proposed NA NA NA NA Required Proposed 45' max 28'6" Replacing existing legal non -conforming parking lot in same location Side yards are required to be doubled per CUP (10 ft to 20 Side yards are required to be doubled per CUP (10 ft to 20 ft) 10/7/2016 2 a6 Site Plan Worksheet -Lino Lake Elementary.xlsx Shoreland district? No OHWL? No Impervious surface restrictions Required Proposed 65% max 45.20% GENERAL PROVISIONS Conforming use Yes Conforming structure Yes Buildable area Yes Building Type and Construction Institutional Exterior materials to match existing building Metal Panels/Louvers, Brick, Glass, Stone, CMU All sides of the principal and accessory structures are to have essentially the same or a coordinated harmonious finish treatment NA No new accessory structures proposed Stucco or EIFS shall constitute no more than Brick = 50%, Glass = 10%, Metal Panels/Louvers = 20%, Precast Concrete = 18%, 30% of the primary, front building elevation. OK Stone = 1%, CMU = 1% Stucco or EIFS shall constitute no more than 60% of any side or rear elevation. OK No significant changes to side or rear elevations Stucco or EIFS shall not extend closer than three (3) feet to the ground plane. OK Buildings shall have a well-defined base, middle and top. Yes Mixture of colors and materials. 10/7/2016 3 a6 Site Plan Worksheet -Lino Lake Elementary.xlsx Earth tone colors of exterior materials shall be required. Yes 10% of the building facade may contain contrasting colors. Contrasting colors shall be those colors not defined as earth tones. Yes Outside storage NA Mechanical equipment screened No Accessory buildings or structures Number of structures Size Refuse and recyclable materials enclosure Required Proposed NA NA NA NA No CMU will be Mushroom colored and metal panel will be Silver/Grey. Forest Lake Maroon above entrance on metal coping is acceptable contrasting color. Show location and screeninq of mechanical equipment Show details of proposed new trash enclosure 10/7/2016 4 a6 Site Plan Worksheet -Lino Lake Elementary.xlsx Outdoor lighting 1.0 ft candle allowance onto right of way No Sheet Exxx indicates foot candles exceeding 1.0 onto right-of-way 0.4 ft candle allowance onto adjacent prop. No Sheet Exxx indicated foot candles exceeding 0.4 onto adjacent property Hooded lights Yes Downlit, hooded lights Required Proposed Height 30ft max. ? I Provide light pole details Location Required Proposed Street ROW loft No Clearly mark on sheet Exxx of location and number of lights Side or rear 5 ft No Smoke, Dust, Odors, Noise Minimal Typical construction activities. Sewage Disposal (on-site) NA Waste material Yes Typical construction waste material will be property disposed of. Bulk storage (liquid) No Radiation emission No Electrical emission No Exterior storage No 10/7/2016 5 a6 Site Plan Worksheet -Lino Lake Elementary.xlsx LANDSCAPING Canopy Cover Standards Foundation Landscape Standards Foundation landscaping is proposed along renovated main entry foundation (21 or 16) trees are being removed. Tree inventory and Tree data contradict each other. Please revise. 19 new trees have been located in the landscaping area. Vehicular Hardscape (sf) x Canopy Cover Percent = Required Minimum Canopy Cover (sf) 38,000 VH (sf) x 40% = 15,200 Min. Canopy Cover (sf) 19,200 Proposed Canopy Cover (sf) 4,000 OVER/UNDER REQUIREMENTS (sf) Location LF of Building Per Code (Large) Required (Large) Proposed (Large) Over (+) / Short (-) Total LF Per 100 LF Trees Shrubs Trees Shrubs Trees Shrubs Trees Shrubs Front (Main St) Front (Otter Lake) Side Rear (Private Drive) 10/7/2016 6 a6 Site Plan Worksheet -Lino Lake Elementary.xlsx Open Areas Landscape Standards Buffer and Screen Standards Btn parking lot and public ROW Btn residential uses and arterial/collector Btn adjacent less intense, residential uses Btn loading/service area and public view Outdoor Storage Yards Open Area Per Code (Large) Required (Large) Proposed (Large) Total SF Per 2,000 SF Trees Shrubs Trees Shrubs Trees Shrubs 1 19,750 10 1 1 3 1 10 30 1 19 100 Reauired Proposed Heiaht and Material 30" height Required 6 feet NA 6 feet NA. The addition is more than 100 feet from the closest residential property. 6 feet NA 8 feet NA Double row w/ triangular spacing NA Combination of large, medium and/or small trees along screen NA Berms shall be irrigated, 3:1 slope, 4" topsoil NA Permanent walls shall be offset NA Wall/fence materials NA Boulevard Tree Standards NA Irrigation No Irrigation plan shall be provided. Parking lot landscaping does not count towards Open Area 10/7/2016 7 a6 Site Plan Worksheet -Lino Lake Elementary.xlsx Tree Preservation & Mitigation Standards Tree survey Tree preservation plan Performance security required Fences Parking Angle of parking Stall Width & Length Curb length per car Stall Depth Wall to Aisle Stall Depth Interlock to Aisle Aisle Width One Way Aisle Width Two Way No Tree Inventory and Tree Data contradict each other. Please revise. No 8 trees being replaced according to Plan Sheet 1-2-1, shall be shown on plan NA NA Reauired Proposed - 60 9x18 9'x18' 10' 5" NA 21' 0" NA 19,101, NA 12'0" NA 22' 0" NA Curb cut access 30 feet from intersection OK Curb cut access 40 feet from one another OK Curb cut and driveway 5 feet from side yard OK Parking Lot being remodeled, adding 4 spaces Staff has concerns regarding traffic circulation onto CSAH 14, bus parking near stalls, cross walk and handicap stalls being blocked by buses No changes to existing curb cuts are proposed. 10/7/2016 8 a6 Site Plan Worksheet -Lino Lake Elementary.xlsx Curb cut width Grade elevation Striping 4" wide Continuous concrete perimeter curb barrier Six (6)+ stalls adjacent to street or residential requires berm, wall or fence Parking lot landscaping Six (6)+ stalls requires landscaping Commercial uses with 50+ stalls require islands # stall requirements # handicap stall requirements Reauired Pronosed 36 feet max. NA 5% <5% 4" 4" Yes N/A Yes Yes 100 s.f. per 25 stalls Required Proposed 85 149 -- 6 No chanqes to curb cuts are 1 space for each classroom plus 1 additional space for each 300 students plus 1 space for each employee + 1 space for each 4 seats in auditorium 10/7/2016 9 a6 Site Plan Worksheet -Lino Lake Elementary.xlsx SPECIAL REVIEW REGULATIONS Shoreland District Floodplain District RCWD or VLAWMO? Town Center Design & Development Guide Industrial Park Covenants Signage EAW/AUAR COMPLIANCE Does an EAW/AUAR exist? Is an EAW/AUAR required? Is project in compliance? Does EAU/AUAR need to be revised? Yes There is Zone A floodplain on the north 1/4 of the site but there are no NA NA Permit required A Sign Permit Application is required for any new monument or wall signs. No No NA NA 10/7/2016 10 a6 Site Plan Worksheet -Lino Lake Elementary.xlsx ADDITIONAL NOTES 10/7/2016 11 a6 Site Plan Worksheet -Lino Lake Elementary.xlsx w 0 z m Fd IP Cap # 8612 - - 908 I-------_ Yi1 _ BALL -FIELD 1 \ BALL -FIELD � cap � 8612 j /-- Line l parallel with south line SE 1/4 - SE l/4. i I- , / I - -MATCH-LINE (SEE SHEET 2 OF 2) 660.00 -Record I W I _� S89 °3346 "E 660.3/ 11 m V ,/ I I \ — MATCH -LINE (SEE SHEET I OF 2) BALL -FIELD ' -----------------------I / I / BALL -FIELD / + ,' I 909 / ' I / + GOAL GOAL �� I / I POST POST ` J p� BENCH X909— — — / / / — — i 910 ......... / WATER 10 I�->STORM v,\ C / FOUNTAIN- 909 OUTLET \ 9/0 -909— BENCH / \ _ i \ / / ���� �S PLAY \ / • B..BC EQUIPMENT ------------- I CB J d RIM=912.19 PLAY BENCH IN go EQUIPMENT HOOP O BITUMINOUS SURFACE / II CB �MA I RD/ vv "MA \ i / Q / \ i 3 3 T,5 RET WALL � D 2"FR l •� \\ I I i i N \ / / / /1 C� 2"FR C'• 2"FR . 2"FR \ / D FIR/ 4 / /� �"FR ���� AV I STORM Cy d 3 Y I \ 1 4+MA INVERT I / �W 1 1 1 912.53-v I SMH • v I / FR 1 I j RIM=913.81 INV=906.25 1 ti d I I �1 RD / BEE TOP RIM=916.13 < SMH < • 8"AS INV=912.79 _ I I RIM= 914.92 j D w \ \ I I I INV=906.86 Q. P-4�'MA I I I I RD RD RD 1 FED % 27.9 D I w 1 I I o ED / \ N fZ�C�RETWALL RET WAIT ' ° \ C-8"MA • "MA \ I ,/''� �I� \VI V 725 MAIN STREET ` \ `� L,7 I I PD I I STORY BRICK BUILDING I ' I • 4"MA I %-7 Cg PLAY RIM 915.73 EQUIPMENT INV 913.23 • 10"A ° OUTSIDE EDGE 2" 1 / RIM=912.17• INV=COVERED LANDSCAPE TIMBER-/ 6 AS /�` •6"AS TWIN / BENCH / I BALL -FIELD I I� I _GAS— BEN\ 3 GATE VALVE ❑T 14. T/- 7 0 1 ^ 116 -� ° a °R6 (APPROX LOC 12"wM� lllllll° 9 _ 'd / d _ RD°° BITUMINOUS SURFACE County 01 State • _ I Aid • Highway /AREA/PDRAIN -J/A / / „ r• ,• �' rY 1 /\ I I I•, T y APPROX LOC GAS �A 1 1 l Y �§ /28/0'/ r, / I I I r, i 1 I•! , ,,,, I-• 1 rV 1. r r I t ♦A l / RIM -912.53 I o - I INV=910.01 A \ / I I PLASTIC PIPE OUT OF BLDG INTO CB �MA I RD/ vv "MA \ i / Q / \ i 3 3 T,5 RET WALL � D 2"FR l •� \\ I I i i N \ / / / /1 C� 2"FR C'• 2"FR . 2"FR \ / D FIR/ 4 / /� �"FR ���� AV I STORM Cy d 3 Y I \ 1 4+MA INVERT I / �W 1 1 1 912.53-v I SMH • v I / FR 1 I j RIM=913.81 INV=906.25 1 ti d I I �1 RD / BEE TOP RIM=916.13 < SMH < • 8"AS INV=912.79 _ I I RIM= 914.92 j D w \ \ I I I INV=906.86 Q. P-4�'MA I I I I RD RD RD 1 FED % 27.9 D I w 1 I I o ED / \ N fZ�C�RETWALL RET WAIT ' ° \ C-8"MA • "MA \ I ,/''� �I� \VI V 725 MAIN STREET ` \ `� L,7 I I PD I I STORY BRICK BUILDING I ' I • 4"MA I %-7 Cg PLAY RIM 915.73 EQUIPMENT INV 913.23 • 10"A ° OUTSIDE EDGE 2" 1 I I I I LANDSCAPE TIMBER-/ I I SANITARY MANHOLE • 8"AS I I� I _GAS— I 3 GATE VALVE ❑T 14. T/- 7 0 1 ^ 116 -� ° a °R6 (APPROX LOC 12"wM� lllllll° 9 _ _ RD°° BITUMINOUS SURFACE I I I I BITUMINOUS SURFACE I FIRE CONNECTION t 1 ° ARD I ° S 1 ' b / / ° X ° O 3 U ° L I ° oe RD LORD L0 R L0 a I BENCH o o G I j • 4"MAI RD / � a 0�9 I, -OVERHANG (TYP) � S tl `L� I / ° (APPROX LOCI 4" DIP WM) z (APPROX LOC t�" DIP I �i RD RD RD RD BENCH ° ° ° BENCH I/ F ° (TYP) (TYP) d° d °d SMH ' RIM=910.96 1 y` v'? / INV=905.54 IPQQRo��OC BITUMINOUS SURFACE - x ¢ o V / as / — — — — — = 6"MA— 1 • 4"FR ELE • 8"CH ELE ELE ELE ELE ELE ELE LE ELE •—�—ELE �——T------ —I--- --------- --- — — F_ — — — — — EO ------ ---- —\=-------- ----------- t • 4' R . 2„FR . 6, CH E EO ELE • 8, CH ELE ELE E PFR CO MARKINGS TEL TEL TEL ' ° d °d ° Q ° ° ° ° I I / — I • 12"M I \ / v — N `�\ � � - -UNITED POWER ASSOC ESMT PER DOC. NOS 149128 &41343/ ------ BITUMINOUS - - I / / I BITUMINOUS SURFACE \ I S I 9/5 \ I I I / a x o ¢ I ELE`�E, APPROX LOC ELE PER CO MARKING --�� \ \ ELE Eo—ELE E ELE -ELE ELE ELE ELE \\ I I APPROX LOC TEL PER CO MARKINGS \ I — / TEL EL TEL TEL TEL TEL�TEL TEL TEL TEL TEL TEL TEL _ L TEL —TEL TEL TEL—STELTE - APPROX LOC TEL PER CO MARKINGS S \ / (APPRO z TEL --I TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL OH LOC 6 x/� OH OH OH OH OH OH OH OH OH OH TEL OH OH OH OH \\ OH 1 `EL TEL TELA? TEL \ TEL TEL TEL WM) I I I OH OH TEL -RET WALL � m I n r I r, I r, w 1 r- M a I w c�.�\2 I /�v�r�/ry I\r�I Ir�r�/ I- -tne�/ IFr,InI F Ir�r va 1 I o O i-� I I \/ I\ \A \i \/ ld I I L Y I i V V Y 1 1 / r r I. lA L I v \/ [_ ,i • V o o l I Main Street gj5 W g16 11 " _ I 913 I SMH g\� a 1 I BITUMINOUS SURFACE I ll -----SW cor of SMH W e a I I RIM=913.69 (Lo SMH 1 I I / SE 1/4 -SE 1/4 RIM=912.20 �2 g I I INV=892.84 �--- South line of the SE 1/4 of the SE 1/4, Sec. 5, Twp. 31, Rng. 22 a 3 RIM=916.22 \ I NV=893.04 — vv NV=892.43 \ I I ¢ (21"SAN) > ) , (21"SAN) > , > > , > > > (21"SAN) > (21°SAN) N8903346"W 660.3/–Meas. 660 00–Desc 0 _ _ J SURVEY LEGEND — EXISTING CONDITIONS d r\ Point of I Beginning Parcel 2 A 4 a. I I I I I I I I SANITARY MANHOLE I I I� I _GAS— I 3 GATE VALVE ❑T 14. T/- 7 0 1 ^ ¢ -� I (APPROX LOC 12"wM� I _ o BITUMINOUS SURFACE County 01 State • _ I Aid • Highway No. -J/A / / „ r• ,• �' rY 1 /\ I I I•, T y APPROX LOC GAS �A 1 1 l Y I -i , A, , , V V Y r, / I I I r, i 1 I•! , ,,,, I-• 1 rV 1. r r I t ♦A l • i 1, 1 ,. v ♦/ i, r - , ', t_ ,i I T �Y� ,�; � 1 • 12"SP p 0 J 4 a, - •14"SP I o \ I�/� 11 �� �ilL/��` qt f •'k% O A 4 a. I I I I I I I I SANITARY MANHOLE I I I� I _GAS— HYDRANT 3 GATE VALVE ❑T I I I 0 a ^ LIGHT POLE -� ' (APPROX LOC 12"wM� I I I o BITUMINOUS SURFACE County 01 State • _ I Aid • Highway No. -J/A / / „ r• ,• �' rY 1 /\ I I I•, T y APPROX LOC GAS �A 1 1 l Y I -i , A, , , V V Y r, / I I I r, i 1 I•! , ,,,, I-• 1 rV 1. r r I t ♦A l • i 1, 1 ,. v ♦/ i, r - , ', t_ ,i — — Nancy Drive X CATCH BASIN 1 STORM MANHOLE �l, SANITARY MANHOLE ® WATER MANHOLE _GAS— HYDRANT 3 GATE VALVE ❑T TELEPHONE PEDESTAL 0 a � LIGHT POLE -� ' x972.5 SPOT ELEVATION m o X S a • 12"SP p 0 4 a, - •14"SP I o \ I�/� 11 �� �ilL/��` qt f •'k% WU w? I �< I a <o I • lo"sl� w z I �G W o< • 10„S O U — I 0- W \ a •14 l I / 12” T o I f— • 'SP WIN NIOAASS-_'� 14"S • 4"OA r v l - c • 6"FR ` I 6 PI > W SIREN I z Y> • 14"AS I < f 0 3 a o U] -1 O � i C7 ` o � � a 0 -Q Z a � Fd IP Cap # 8612 o Qa FIBER OR SIGN H > OH I U I I � 3 I I o � I xo > I I a U I N89 "W > � — — 650.0050.00 — — 1�--Point of Po Beginning Commence Parcel I ® CATCH BASIN �O STORM MANHOLE 0 SANITARY MANHOLE ® WATER MANHOLE _GAS— HYDRANT M GATE VALVE ❑T TELEPHONE PEDESTAL 0 POWER POLE 1-1-1 LIGHT POLE -� SIGN x972.5 SPOT ELEVATION WARNING: » STORM SEWER —> —SANITARY SEWER I WATERMAIN ELE UNDERGROUND ELECTRIC _GAS— UNDERGROUND GAS —TEL UNDERGROUND TELEPHONE off OVERHEAD UTILITY —x x— CHAIN LINK FENCE 1-1-1 CONCRETE CURB L1-2 CONCRETE g�2 CONTOUR 0 30 60 SCALE IN FEET CALL BEFORE YOU DIG! Gopher State One Call TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. . Lo U C KS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. 08/19/1 e, RCWD Submittal 09/12/1 ej CUP City Submittal NOT FOR N �RUCTIO CON I hereby certify that this plan, specification or report was prepared by me or under my direct supervi ion and that I am a my Lic nsed Profes ional En ine under the laws oft e S at of Minnesot . icholas M. annnel - E Licens No. 45861 Date 0`x/12/16, Loucks Project No. 15328A Project Lead NMM Drawn By ZHW Checked By NMM Review Date 09/12/18 C1-1 EXISTING CONDITIONS C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP PLAN C3-3 SWPPP NOTES C4-1 UTILITY PLAN C8-1 DETAILS 1-1-1 LANDSCAPE PLAN L1-2 LANDSCAPE DETAILS 1-2-1 TREE PRESERVATION PLAN 908 -- ` C RELOCATE BALL FIELD AND BENCHES r xzll \ / BALL -FIELD 1 \ BALL -FIELD � I I I 1 I I I cap � 6612 j--Linelparallel with south line SE 1/4 - SE 1/4. I- ,- / I I j 660.00 -Record I W I S89 °3346 "E 660.3/ I\ m / V BALL -FIELD I / / ' -------------------------------I I \ I BALL -FIELD I / + o / I x! / - - GOAL GOAL / POST POST gp� BENCH _ / REMOVE STORM SYSTEM BENCH 9/0 / / WATER FOUNTAIN 909 OU STORM �9f0. l 909- / BENCHp\s PLAY \ > U -WBC EQUIPMENT y o / RELOCATE BALL FIELD AND BENCHES `-------------- - ____ AIRIM=912.17 19 PLAY BENCH / .48 EQUIPMENT 1 HOOP O / \ I BITUMINOUS SURFACE REMOVE STORM SYSTEM ' VAS 1 / .' /� • 6 _AS TWR,,� N BENCH / I / BALL -FIELD > > > ] > > > > �l, 1,21 SAN) , I I I GATE VALVE 14.7'/- / I O r <1� BEN\ I -� SIGN x972.5 SPOT ELEVATION I Hi_ahwav No. 14 ,\ /� rN ri /V I r\I Irl T\/ I--{�ee�/ I � �\ � 1 J e000nv inr rec r-� I I \/ I\ lA v \/ l.1 I I l Y VV Y t \A l I v \/ / �Y� -- X 0 �'AREAEA/PDRAIN a 2.53 I I \ / N1V=910.01 I / I PLASTIC PIPE OUT OF BLDG INTO CB IY / /' � • • • RD I r ,AIl•2"MA \\ i REMOVE COURTYARD _ i (SEE ARCHITECTURE PLANS) REMOVE CONCRETE PAVEMENT r / / ��� '/ • 2"MA i ii RET WALL / I D / ' I� / • 2�,FR • 2^FR i / / • 2 FR . 2"FR . 2"FR / Or I / / / i • • cn P D 1 / FR C� a MA FR STORM I I i • • • d iiCCC.r�X INVERT i 1 1 912.53-11 i i •d . "d I SMH << 1 I j ��� �� 2„F�r�„� i / RIM=913.81 �+�1 � � � i • I I I I INV=906.25 I REMOVE TREE i I �- - RD' • BEE I < G < < SMH % i 8"AS INV=912.79 (SEE TREE PRESERVATION PLAN) I I R1M=91492 X D I I INV=906.86 I I i I I CB PLAY RIM 915.73 EQUIPMENT INV 913.23 OUTSIDE EDGE 2" LANDSCAPE TIMBER-/ I - X2 S�XC I I I \ I U •10°A 0 m - t • 8"AS 116 '777 RD �. J ., RD REMOVE STORAGE BUILDING (SEE ARCHITECTURE PLANS) 4"MA 1 I / A REMOVE PLANTER I RD RETAINING WALLS (TYP.) I I RD RD I;D 77777777777/7777/7/ i////it S72iii//i/iii//iiii 7/Q-/ iiiiiiiiiiiiiiii:iii/+,iiiii:iiiii/� ///ii/ D I I ED \ I I I I I \ \ I I RET WALL RET WAL d o •R . � I I I .4 I, REMOVE UNDERGROUND TANK V \ \ XAL r A `, 725 MAIN STREET MA 1 I STORY BRICK BUILDING /J�2" ` L/ PD / REMOVE AND REPLACE REMOVE FIRE SERVICE REMOVE BITUMINOUS P EMEN i j CONCRETE PAVEMENT I d I D• I I XMA REMOVE WATER SERVICE RD I i / BITUMINOUS SURFACE FIRE / CONNECTION i • RD D LI t j M • d •• 1-0 3 dd RD RDa It / • • R d• • xa I! BENCH o -" G e 1,, --OVERHANG • •d' (TYP) 9S X4 -M A1 RD ' •• , •• • d 0"AS 4 A i /, , /� /iii ii i i / / / i • ✓ , d d• • • AP OX LOCI 4" DIP WM (APPROX LOC t�" DIP RD RD RD RD ��, BENCH • • • BENCH Ir f • • (TYP) (TYP) ' • d • • • •• • • • • • • • • • • • • • • d •• • • • • • • • • • , \J d d • • •• •• d d �• •• •i • d•• • d • d A. •d • • V • • • d • d • • d •d • d d• RIM 910.96 6 v'? REMOVE AND RELOCATE FIRE HYDRANT ^4 A• • • , NV=905.54 oc REMOVE AND REPLACE zJ QQR (SEE UTILITY PLAN) 9i� REMOVE CONCRETE PAVEMENT o�� REMOVE AND RELOCATE' / BITUMINOUS SURFACE BITUMINOUS PAVEMENT V� REMOVE AND RELOCATE LIGHT POLE " �� FIRE HYDRANT , / a (SEE UTILITY PLAN) 1 Q i / �MA ELE ELE ELE EL T17� EL EL ELE LE - - - - - - - - - - - - - - - - - • -� - - - - t - - - - - - - - - - - e - - -•- - - - - - 6„CH- - P RPCOXMAR EL TEL�TEL - - TEL ELE • --- --- -� 4"FR ELE 51 -CH FO 4" "FR EO EO "CH 0 REMOVE CONCRETE BITUMINOUS SURFACE CURB AND GUTTER / z a \ Fd IP Cap # 8612 - - II REMOVE SIGN c- �:' ¢ ELE _ELE APPROX LOC ELE PER CO MARKINGS - ELE E0oRE­,T--ELE E ELE -ELE ELE ELE ELE / TEL APPROXTEL PER CO MARKINGS - / EL TEL TEL TEL � TEL TEL TEL TEL TELLOC TEL TEL TEL L TEL TEL TEL TEL TEL APPROX LOC TEL PER CO MARKINGS S - TEL TEL - TEL OH (APPR.. IZ TELOH OH TEL OH TEL OH TEL OH TEL OH TEL OH OH 0 OH TEL OH TEL OH OH TEL TEL TEL A? TEL TEL TEL TEL 1 LOC 6" WM) �a OH OH OH OH OH OH I � -RET WALL a = m e I r I I I r, i 1 I r, a. 00 -. g�2 i-% I i 1,J I \.A �.. �i ',A I i L i � tv v w , i / �r' �r� i i nn i i �r �i �� .: o � �_ v o Main Street REMOVE EXISTING J g _ _ 0 913 sMH g\& gj5 MONUMENT SIGN a j6 BITUMINOUS SURFACE - SW cor of SMH J" a /' we a RIM=913.69 a o SMH SE l/4 -SE l/4 RIM=912.20 �2 a INV=892.84 �---South line of the SE 1/4 of the SE 1/4, Sec. 5, Twp. 31, Rng. 22 a 3 RIM=916.22 NV=893.04 - (21"SAN) ) ) / (21"SAN) vv INV=892.43 (21"SAN) I I I I I I I I I BITUMINOUS SURFACE County State _ Aid GAS GAS QAS cec enc _._ Nancy Drive > > > > ] > > > > �l, 1,21 SAN) , HYDRANT I GATE VALVE 14.7'/- / I O r <1� 1 I -� SIGN x972.5 SPOT ELEVATION I c- �:' ¢ ELE _ELE APPROX LOC ELE PER CO MARKINGS - ELE E0oRE­,T--ELE E ELE -ELE ELE ELE ELE / TEL APPROXTEL PER CO MARKINGS - / EL TEL TEL TEL � TEL TEL TEL TEL TELLOC TEL TEL TEL L TEL TEL TEL TEL TEL APPROX LOC TEL PER CO MARKINGS S - TEL TEL - TEL OH (APPR.. IZ TELOH OH TEL OH TEL OH TEL OH TEL OH TEL OH OH 0 OH TEL OH TEL OH OH TEL TEL TEL A? TEL TEL TEL TEL 1 LOC 6" WM) �a OH OH OH OH OH OH I � -RET WALL a = m e I r I I I r, i 1 I r, a. 00 -. g�2 i-% I i 1,J I \.A �.. �i ',A I i L i � tv v w , i / �r' �r� i i nn i i �r �i �� .: o � �_ v o Main Street REMOVE EXISTING J g _ _ 0 913 sMH g\& gj5 MONUMENT SIGN a j6 BITUMINOUS SURFACE - SW cor of SMH J" a /' we a RIM=913.69 a o SMH SE l/4 -SE l/4 RIM=912.20 �2 a INV=892.84 �---South line of the SE 1/4 of the SE 1/4, Sec. 5, Twp. 31, Rng. 22 a 3 RIM=916.22 NV=893.04 - (21"SAN) ) ) / (21"SAN) vv INV=892.43 (21"SAN) I I I I I I I I I BITUMINOUS SURFACE County State _ Aid GAS GAS QAS cec enc _._ Nancy Drive _F., _ - J SURVEY LEGEND - EXISTING CONDITIONS d r\ / Point of Beginning Parcel 2 � J \ � 1 r. > > > > ] > > > > �l, 1,21 SAN) , HYDRANT M GATE VALVE 14.7'/- / I O I I (APPROX LOC 12"WMJ I I -� SIGN x972.5 SPOT ELEVATION I Hi_ahwav No. 14 ,\ /� rN ri /V I r\I Irl T\/ I--{�ee�/ r, . , L( ���� r. r�I ry T �\ � 1 J e000nv inr rec r-� I I \/ I\ lA v \/ l.1 I I l Y VV Y t \A l I v \/ N _F., _ - J SURVEY LEGEND - EXISTING CONDITIONS d r\ / Point of Beginning Parcel 2 � J \ � 1 r. CATCH BASIN (0 STORM MANHOLE 1 ` � J ® �l, I HYDRANT M GATE VALVE 14.7'/- / TELEPHONE PEDESTAL O POWER POLE 3 LIGHT POLE -� SIGN x972.5 SPOT ELEVATION CHAIN LINK FENCE a _ J T ( Y �\ � 1 J m \ J N �Y� X 0 3 00 U 0 0 > o 1 N89 °3346 "W > - 650.00 Imo --Point of Pol Beginning Commence Parcel l ® CATCH BASIN (0 STORM MANHOLE 1 SANITARY MANHOLE ® �l, I HYDRANT M GATE VALVE ❑T TELEPHONE PEDESTAL O POWER POLE 3 LIGHT POLE -� SIGN x972.5 SPOT ELEVATION CHAIN LINK FENCE a � g�2 CONTOUR � m X S a \ / • 12"SP p 0 4 a� - •14"SP _ I 0 I�/� 4P f •'k% W U w? I �< I 5.9/- a- < < J Q \`CJI I IS •10 SLU w� z I Y �G W oQ • 10„S 0 U - I 0- W \ a •14"~ \ I 12" T � ! I f- • 'SP WIN N10AS__ 14"g I • 4"OA r Y l c • 6"FR � � ` I 6"PI > W SIREN U ♦ _ I Z Y • 14"AS I < 0 CL 3 o 0 U C7 ` o a -Q Z J if o Fd IP Cap # 8612 0 Qa FIBER OR SIGN H OH 3 00 U 0 0 > o 1 N89 °3346 "W > - 650.00 Imo --Point of Pol Beginning Commence Parcel l ® CATCH BASIN (0 STORM MANHOLE 0 SANITARY MANHOLE ® WATER MANHOLE I HYDRANT M GATE VALVE ❑T TELEPHONE PEDESTAL O POWER POLE UNDERGROUND TELEPHONE LIGHT POLE -� SIGN x972.5 SPOT ELEVATION » STORM SEWER UTILITIES TREE SEWER -> -SANITARY STRUCTURE WATERMAIN I ELE UNDERGROUND ELECTRIC REMOVE CURB AND GUTTER UNDERGROUND GAS -GAS- DETAILS UNDERGROUND TELEPHONE -TEL L1-2 OVERHEAD UTILITY off -x x- CHAIN LINK FENCE CONCRETE CURB CONCRETE g�2 CONTOUR SITE DEMOLITION NOTES 1. CONTRACTOR SHALL REMOVE AND/OR RELOCATE EXISTING PRIVATE UTILITIES AS NECESSARY. CONTRACTOR TO COORDINATE ACTIVITIES WITH UTILITY COMPANIES. 2. CONTRACTOR SHALL PROTECT SURFACE AND SUBSURFACE FEATURES NOT NOTED FOR REMOVAL. 3. CONTRACTOR TO CLEAR AND GRUB EXISTING VEGETATION WITHIN CONSTRUCTION LIMITS, STRIP TOP SOIL, AND STOCKPILE ON-SITE. REFER TO GRADING PLAN AND SWPPP FOR SEDIMENT AND EROSION CONTROL REQUIREMENTS. 4. CLEAR AND GRUB AND REMOVE ALL TREES, VEGETATION AND SITE DEBRIS PRIOR TO GRADING. ALL REMOVED MATERIAL SHALL BE HAULED FROM THE SITE DAILY. ALL CLEARING AND GRUBBING AND REMOVALS SHALL BE PERFORMED PER THE CONTRACT SPECIFICATIONS. EROSION CONTROL MEASURES SHALL BE IMMEDIATELY ESTABLISHED UPON REMOVAL. SEE THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP). 5. CONTRACTOR SHALL REMOVE ALL SITE SURFACE FEATURES WITHIN REMOVAL LIMITS UNLESS OTHERWISE NOTED. DEMOLITION SYMBOLS DESCRIPTION XI X { X X X X X X X X X X X X X X X X X X X X f REMOVE ® SAVE/PROTECT a , ..• . • e x x x x x x x x x x x x x x x x x x x x x x WARNING: CONSTRUCTION LIMIT LINE REMOVE UTILITIES TREE Drawn By REMOVE STRUCTURE REMOVE CONCRETE REMOVE BITUMINOUS REMOVE CURB AND GUTTER 0 30 60 SCALE IN FEET CALL BEFORE YOU DIG! Gopher State One Call TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. . Lo U C KS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. 08/19/16 RCWD Submittal 09/12/1 ej CUP City Submittal NOT FOR N �RUCTIO CON I hereby certify that this plan, specification or report was prepared by me or under my direct supervi ion and that I am a my Lic nsed '-roes ' anal En ine under the laws oft e S at of Minnesot . +,,holas M. annnel E Licens No. 458e l Date 0`x/12/16, Loucks Project No. 15328A Project Lead NMM Drawn By ZHW Checked By NMM Review Date 09/12/18 C1-1 EXISTING CONDITIONS C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP PLAN C3-3 SWPPP NOTES C4-1 UTILITY PLAN C8-1 DETAILS 1-1-1 LANDSCAPE PLAN L1-2 LANDSCAPE DETAILS 1-2-1 TREE PRESERVATION PLAN County State Aid Nancy Drive Highway No. /4 n i i� r� i t r� itr�r��iry 1 r�1lv�rti �-1tnr�i I -r r t,t, f�irvr I\Ire r-� r-� 1 1 \J I\ \A v \/ ',A I I l Y � i V V Y ��� r r 1 t \A l I v \/ — — — — — — — — — — — — — — — — — — — — — — — �1 KISTING UTTER SITE DATA ZONING: PUBLIC SEMI PUBLIC (PSP) PROPERTY AREA: 19.99 AC DISTURBED AREA: 7.35 AC EXISTING IMPERVIOUS AREA: 2.77 AC (40.5%) PROPOSED IMPERVIOUS AREA: 3.09 AC (45.2%) OFF-STREET PARKING CALCULATIONS PARKING REQUIREMENT FOR ELEMENTARY SCHOOLS ONE (1) SPACE FOR EACH CLASSROOM PLUS ONE (1) ADDITIONAL SPACE FOR EACH THREE HUNDRED (300) STUDENT CAPACITY, PLUS ONE (1) SPACE FOR EACH EMPLOYEE, PLUS ONE (1) SPACE FOR EACH FOUR (4) SEATS IN AUDITORIUM. 33 CLASSROOMS (1 STALL PER CLASSROOM = 33 STALLS) 550 STUDENTS (1 STALL PER EACH 300 STUDENT CAPACITY = 2 STALLS) 50 EMPLOYEES (1 STALL PER EMPLOYEE = 50 STALLS) NO AUDITORIUM (0 STALLS) TOTAL PARKING REQUIRED = 85 STALLS EXISTING PARKING = 145 STALLS PARKING REMOVED = -116 STALLS PROPOSED PARKING = 120 STALLS TOTAL PARKING PROVIDED = 149 STALLS SITE NOTES 1. ALL PAVING, CONCRETE CURB, GUTTER AND SIDEWALK SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE DETAILS SHOWN PER THE DETAIL SHEET(S) AND STATE/LOCAL JURISDICTION REQUIREMENTS. 2. ACCESSIBLE PARKING AND ACCESSIBLE ROUTES SHALL BE PROVIDED PER CURRENT ADA STANDARDS AND LOCAL/STATE REQUIREMENTS. 3. ALL CURB DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 4. ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF WALL UNLESS OTHERWISE NOTED. 5. TYPICAL FULL SIZED PARKING STALL IS 9' X 18' UNLESS OTHERWISE NOTED. 6. ALL CURB RADII SHALL BE 3.0' UNLESS OTHERWISE NOTED. 7. BITUMINOUS IMPREGNATED FIBER BOARD TO BE PLACED AT FULL DEPTH OF CONCRETE ADJACENT TO EXISTING STRUCTURES AND BEHIND CURB ADJACENT TO DRIVEWAYS AND SIDEWALKS. 8. SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING. SIGNAGE AND STRIPING NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SIGNAGE AND STRIPING AS SHOWN ON THIS PLAN. 2. CONTRACTOR SHALL PAINT ALL ACCESSIBLE STALLS, LOGOS AND CROSSHATCH LOADING AISLES WITH WHITE PAVEMENT MARKING PAINT, 4" IN WIDTH. 3. CONTRACTOR SHALL PAINT ANY/ALL DIRECTIONAL TRAFFIC ARROWS, AS SHOWN, IN WHITE PAINT. 4. ALL SIGNAGE SHALL INCLUDE POST, CONCRETE FOOTING AND STEEL CASING WHERE REQUIRED. 5. ALL SIGNAGE NOT PROTECTED BY CURB, LOCATED IN PARKING LOT OR OTHER PAVED AREAS TO BE PLACED IN STEEL CASING, FILLED WITH CONCRETE AND PAINTED YELLOW. REFER TO DETAIL. 6. ANY/ALL STOP SIGNS TO INCLUDE A 24" WIDE PAINTED STOP BAR IN WHITE PAINT, PLACED AT THE STOP SIGN LOCATION, A MINIMUM OF 4' FROM CROSSWALK IF APPLICABLE. ALL STOP BARS SHALL EXTEND FROM DIRECTIONAL TRANSITION BETWEEN LANES TO CURB. 7. ALL SIGNS TO BE PLACED 18" BEHIND BACK OF CURB UNLESS OTHERWISE NOTED. EXISTING CIVIL LEGEND PROPOSED SITE PLAN LEGEND WARNING: M r'11_f_y'1r'YW1 —X—X— CONCRETE PAVEMENT/SIDEWALK HEAVY DUTY CONCRETE PAVEMENT HEAVY DUTY BITUMINOUS PAVEMENT — — SAW CUT LINE F-211 -N- 0 30 60 SCALE IN FEET CALL BEFORE YOU DIG! Gopher State One Call TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. ■■ LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be madeat the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. 08/19/1 e, RCWD Submittal 09/12/16 CUP City Submittal NOT FOR N �RUCTIO CON I hereby certify that this plan, specification or report was prepared by me or under my direct supervi ion and that I am amy Lic nsed Profes tonal En ine under the laws oft e S at of Minnesot . cholas M. annnel - E Licens No. 45861 Date 09/12/16 Loucks Project No. SANITARY MANHOLE Project Lead STORM MANHOLE Drawn By CATCH BASIN Checked By CULVERT Review Date HYDRANT C3-3 GATEVALVE C4-1 POST INDICATOR VALVE C8-1 LIGHT POLE L1-1 POWER POLE L1-2 SIGN L2-1 BENCHMARK SOIL BORINGS ® WATER MANHOLE ® TELEPHONE MANHOLE ® UTILITY MANHOLE ® ELECTRIC MANHOLE —W WATER SERVICE —S— SANITARY SERVICE HANDICAP PARKING LO1 DIRECTION OF FLOW SPOT ELEVATION CONTOURS SANITARY SEWER >> STORM SEWER — WATERMAIN FM— FORCEMAIN DT— DRAINTILE SILT FENCE CURB & GUTTER = RETAINING WALL elf_y_y_y 1rW1 TREELINE — — — — EASEMENT LINE — — SETBACK LINE —X- FENCE LINE 7E's UNDERGROUND TELE -GAe UNDERGROUND GAS —OH OVERHEAD UTILITY SITE PLAN LEGEND WARNING: M r'11_f_y'1r'YW1 —X—X— CONCRETE PAVEMENT/SIDEWALK HEAVY DUTY CONCRETE PAVEMENT HEAVY DUTY BITUMINOUS PAVEMENT — — SAW CUT LINE F-211 -N- 0 30 60 SCALE IN FEET CALL BEFORE YOU DIG! Gopher State One Call TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. ■■ LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be madeat the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. 08/19/1 e, RCWD Submittal 09/12/16 CUP City Submittal NOT FOR N �RUCTIO CON I hereby certify that this plan, specification or report was prepared by me or under my direct supervi ion and that I am amy Lic nsed Profes tonal En ine under the laws oft e S at of Minnesot . cholas M. annnel - E Licens No. 45861 Date 09/12/16 Loucks Project No. 15328A Project Lead NMM Drawn By ZHW Checked By NMM Review Date 09/12/16 C1-1 EXISTING CONDITIONS C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP PLAN C3-3 SWPPP NOTES C4-1 UTILITY PLAN C8-1 DETAILS L1-1 LANDSCAPE PLAN L1-2 LANDSCAPE DETAILS L2-1 TREE PRESERVATION PLAN / / / r -9 I I I I I I / loll / / IF 1 I� I/ I j I 1 I / I 1 I / I I I I I - - / \ IJ I \ I / I I/ x00-_ + / / \�� \ // I \ / - - ►z 091C _909- Nl�l / , a ♦ \ l � l SANITARY MANHOLE y' A NMM STORM MANHOLE vl Checked By 913.71 Review Date 09/12/16 / Ill C4-1 97 { � 1 H 1 .28 POST INDICATOR VALVE OPIV 11 \ - -- - - 0 v � BENCHMARK / v SOIL BORINGS- 91'? ® WATER MANHOLE / ® 3.1 14.7 UTILITY MANHOLE 912.93 ELECTRIC MANHOLE -W-• WATER SERVICE 912.56 -S- SANITARY SERVICE / 2.93 pp (� LO1 > - 913.00 44 0 14 CONTOURS 912.7 � >> STORM SEWER I- 912.57 FM- FORCEMAIN -FU DT- DRAINTILE » DT - SILT FENCE CURB & GUTTER 12. = RETAINING WALL elf -y -f -y 1rW1 9Q /'y'ry 1r'YW1 - - - - EASEMENT LINE - - - - - - - -� ELE- -ELE ELE ME - FENCE LINE - TEL -TEL TEL -GAS UNDERGROUND GAS 912.29 TEL TEL TEL _ rEl- OH ��� TEL _ -TEL -TEL TEL TTEL TEL -TEL EL OH OHS - OH - OH OH OH 0--I - / \ / /. "All I Y \I- IT it- / \ Y \ / \ 1 / / Y 1 / \ I \ / f \ A / \ / -, 1 1 \, I\ \A ., \, l.1 I I l Y I I V V Y \1 1 F ( / 1 1 1 I F I / V T I \ I f \ / ' \ I r, r r I t 'Al I v \, �_ •, / Main Street •R/ ,vl� �\ GAS GAS GAS GAS GAS GAS- ►9 CL N N 0 N N 0 Q CL P - I' A County Sta to _ Aid Highway No. 14 -GAS Nancy Drive -ELE ELE -ti--ILL-ILL TEL --�-� TEL ------ i'�. TEL 7� TEL TEL OH OH OH OH / OH- OH oe,.o�AI!ll ale- / N /_\Ar - Y \ ti I / / V I r,\ I I r,\ T \ / F 1 \ A / \ / F ! / \ I \ I t I / V T r \ I I \l I\ \.l \/ \,A 11 1, Y 1 1 V V Y -AAs .GAS GAS- -GAS I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I - I - 915.86 - -�--I---- I I ■SP x F915.L I C� I I I J--915.61 -915.49 \� )15.20 X15.66 )15.12 H • IG•As ... , , . 1 • 'OA 97 - I EL I E_T]_ Ll rn 915.31 I WAS 915.00 / 915.50 I �' 915.93 _ \' 4 Ohl I 916.38 N EXISTING CIVIL LEGEND PROPOSED GRADING, DRAINAGE & EROSION CONTROL NOTES 1. SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING, OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 2. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.16 FEET. RIM ELEVATIONS SHOWN ON PLANS DO NOT REFLECT SUMPED ELEVATIONS. 3. GRADING OF THE INFILTRATION AREAS SHALL BE ACCOMPLISHED USING LOW -IMPACT EARTH -MOVING EQUIPMENT TO PREVENT COMPACTION OF THE UNDERLYING SOILS. SMALL TRACKED DOZERS AND BOBCATS WITH RUNNER TRACKS ARE RECOMMENDED. 4. ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 4 INCHES OF TOP SOIL AND SEED/MULCH OR SOD. THESE AREAS SHALL BE WATERED/MAINTAINED BY THE CONTRACTOR UNTIL VEGETATION IS ESTABLISHED. 5. FOR SITE RETAINING WALLS "TW" EQUALS SURFACE GRADE AT TOP FACE OF WALL (NOT TOP OF WALL), "GW" EQUALS SURFACE GRADE AT WALL GRADE TRANSITION, AND "BW" EQUALS SURFACE GRADE AT BOTTOM FACE OF WALL (NOT BOTTOM OF BURIED WALL COURSES). 6. REFER TO THE REPORT OF GEOTECHNICAL EXPLORATION AND REVIEW (REPORT NO.131603156), DATED MAY 18, 2016 AS PREPARED BY BRAUN INTERTEC CORPORATION FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS. 7. STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS. A REGULAR SWEEPING SCHEDULE MUST BE ESTABLISHED. 8. DUST MUST BE ADEQUATELY CONTROLLED. 9. SEE SWPPP FOR ADDITIONAL EROSION CONTROL NOTES AND REQUIREMENTS. 10. SEE UTILITY PLAN FOR WATER, STORM AND SANITARY SEWER INFORMATION. 1 1 . SEE SITE PLAN FOR CURB AND BITUMINOUS TAPER LOCATIONS. 12. PER ADA STANDARDS, SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2% AND RUNNING SLOPES SHALL NOT EXCEED 5% ALONG THE ACCESSIBLE ROUTES. SOIL AMENDMENT NOTES 1 . REMOVE SOIL AND STOCKPILE IN AN APPROVED LOCATION PRIOR TO GRADING. COVER SOIL WITH WOVEN WEED BARRIER ( AVAILABLE FROM NURSERY SUPPLY STORES) THAT SHEDS MOISTURE YET ALLOWS AIR FLOW. 2. REAPPLY STOCKPILED SOIL TO LANDSCAPE AREAS TO MINIMUM 8 -INCH DEPTH AFTER GRADING AND OTHER DISTURBANCES ARE COMPLETED. IN SOME CASES, PURCHASING ADDITIONAL TOPSOIL WILL BE NEEDED TO ACHIEVE THE 8 -INCH DEPTH. 3. PLOW OR TILL COMPACTED SUBSOIL AT LEAST 2 -INCHES DEEP BEFORE REPLACING STOCKPILED SOIL, AND/OR ROTOTILL SOME OF THE REPLACED SOIL INTO THE SUBSOIL. 4. APPLY A LAYER OF COMPOST TO THE REAPPLIED SOIL AT A DEPTH OF 2.5 -INCHES. USE THE WORKSHEET ON THE RICE CREEK WATERSHED DISTRICTS WEBSITE TO CALCULATE THE AMOUNT OF COMPOST NEEDED. RETAIN RECEIPTS FOR COMPOST DELIVERED TO THE SITE, AS THEY WILL BE USED DURING INSPECTION TO VERIFY THE SOIL REQUIREMENTS HAVE BEEN MET. 5. ROTOTILL COMPOST INTO THE SITE TO A DEPTH OF AT LEAST 8 INCHES. NOTE THAT TILLING TO THIS DEPTH WILL REQUIRE REPEATED PASSES WITH A LARGE MACHINE, SUCH AS A TRACTOR OR HEAVY REAR -TINE ROTOTILLER. WARNING: =1-V= 0 30 60 SCALE IN FEET CALL BEFORE YOU DIG! Gopher State One Call TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. ■■ LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. 08/19/1 e, RCWD Submittal 09/12/16 CUP City Submittal NST FSR N �RUCTIO CpN I hereby certify that this plan, specification or report was prepared by me or under my direct supervi to and that I am a my Lic nsed Profes tonal En ine under the laws oft e S at of Minnesot . cholas M. annnel - E Licens No. 45861 Date 09/12/16 Loucks Project No. SANITARY MANHOLE • NMM STORM MANHOLE O Checked By CATCH BASIN Review Date 09/12/16 CULVERT Ill C4-1 HYDRANT { DETAILS GATEVALVE H L1-2 POST INDICATOR VALVE OPIV TREE PRESERVATION PLAN LIGHT POLE POWER POLE 0 SIGN BENCHMARK SOIL BORINGS- ® WATER MANHOLE ® TELEPHONE MANHOLE ® UTILITY MANHOLE ® ELECTRIC MANHOLE -W-• WATER SERVICE -S- SANITARY SERVICE Il HANDICAP PARKING pp (� LO1 DIRECTION OF FLOW�� SPOT ELEVATION CONTOURS SANITARY SEWER >> STORM SEWER I- WATERMAIN FM- FORCEMAIN -FU DT- DRAINTILE » DT - SILT FENCE CURB & GUTTER = RETAINING WALL elf -y -f -y 1rW1 TREELINE /'y'ry 1r'YW1 - - - - EASEMENT LINE - - - - - - - SETBACK LINE - - - - -X- FENCE LINE - X -X --TL': UNDERGROUND TELE -GAS UNDERGROUND GAS _OH OVERHEAD UTILITY GRADING, DRAINAGE & EROSION CONTROL NOTES 1. SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING, OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 2. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.16 FEET. RIM ELEVATIONS SHOWN ON PLANS DO NOT REFLECT SUMPED ELEVATIONS. 3. GRADING OF THE INFILTRATION AREAS SHALL BE ACCOMPLISHED USING LOW -IMPACT EARTH -MOVING EQUIPMENT TO PREVENT COMPACTION OF THE UNDERLYING SOILS. SMALL TRACKED DOZERS AND BOBCATS WITH RUNNER TRACKS ARE RECOMMENDED. 4. ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 4 INCHES OF TOP SOIL AND SEED/MULCH OR SOD. THESE AREAS SHALL BE WATERED/MAINTAINED BY THE CONTRACTOR UNTIL VEGETATION IS ESTABLISHED. 5. FOR SITE RETAINING WALLS "TW" EQUALS SURFACE GRADE AT TOP FACE OF WALL (NOT TOP OF WALL), "GW" EQUALS SURFACE GRADE AT WALL GRADE TRANSITION, AND "BW" EQUALS SURFACE GRADE AT BOTTOM FACE OF WALL (NOT BOTTOM OF BURIED WALL COURSES). 6. REFER TO THE REPORT OF GEOTECHNICAL EXPLORATION AND REVIEW (REPORT NO.131603156), DATED MAY 18, 2016 AS PREPARED BY BRAUN INTERTEC CORPORATION FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS. 7. STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS. A REGULAR SWEEPING SCHEDULE MUST BE ESTABLISHED. 8. DUST MUST BE ADEQUATELY CONTROLLED. 9. SEE SWPPP FOR ADDITIONAL EROSION CONTROL NOTES AND REQUIREMENTS. 10. SEE UTILITY PLAN FOR WATER, STORM AND SANITARY SEWER INFORMATION. 1 1 . SEE SITE PLAN FOR CURB AND BITUMINOUS TAPER LOCATIONS. 12. PER ADA STANDARDS, SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2% AND RUNNING SLOPES SHALL NOT EXCEED 5% ALONG THE ACCESSIBLE ROUTES. SOIL AMENDMENT NOTES 1 . REMOVE SOIL AND STOCKPILE IN AN APPROVED LOCATION PRIOR TO GRADING. COVER SOIL WITH WOVEN WEED BARRIER ( AVAILABLE FROM NURSERY SUPPLY STORES) THAT SHEDS MOISTURE YET ALLOWS AIR FLOW. 2. REAPPLY STOCKPILED SOIL TO LANDSCAPE AREAS TO MINIMUM 8 -INCH DEPTH AFTER GRADING AND OTHER DISTURBANCES ARE COMPLETED. IN SOME CASES, PURCHASING ADDITIONAL TOPSOIL WILL BE NEEDED TO ACHIEVE THE 8 -INCH DEPTH. 3. PLOW OR TILL COMPACTED SUBSOIL AT LEAST 2 -INCHES DEEP BEFORE REPLACING STOCKPILED SOIL, AND/OR ROTOTILL SOME OF THE REPLACED SOIL INTO THE SUBSOIL. 4. APPLY A LAYER OF COMPOST TO THE REAPPLIED SOIL AT A DEPTH OF 2.5 -INCHES. USE THE WORKSHEET ON THE RICE CREEK WATERSHED DISTRICTS WEBSITE TO CALCULATE THE AMOUNT OF COMPOST NEEDED. RETAIN RECEIPTS FOR COMPOST DELIVERED TO THE SITE, AS THEY WILL BE USED DURING INSPECTION TO VERIFY THE SOIL REQUIREMENTS HAVE BEEN MET. 5. ROTOTILL COMPOST INTO THE SITE TO A DEPTH OF AT LEAST 8 INCHES. NOTE THAT TILLING TO THIS DEPTH WILL REQUIRE REPEATED PASSES WITH A LARGE MACHINE, SUCH AS A TRACTOR OR HEAVY REAR -TINE ROTOTILLER. WARNING: =1-V= 0 30 60 SCALE IN FEET CALL BEFORE YOU DIG! Gopher State One Call TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. ■■ LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. 08/19/1 e, RCWD Submittal 09/12/16 CUP City Submittal NST FSR N �RUCTIO CpN I hereby certify that this plan, specification or report was prepared by me or under my direct supervi to and that I am a my Lic nsed Profes tonal En ine under the laws oft e S at of Minnesot . cholas M. annnel - E Licens No. 45861 Date 09/12/16 Loucks Project No. 15328A Project Lead NMM Drawn By ZHW Checked By NMM Review Date 09/12/16 C1-1 EXISTING CONDITIONS C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP PLAN C3-3 SWPPP NOTES C4-1 UTILITY PLAN C8-1 DETAILS 1-1-1 LANDSCAPE PLAN L1-2 LANDSCAPE DETAILS L2-1 TREE PRESERVATION PLAN FES WITH RIP RAP INV -908.00 _ FES INV -908.50 I \ I I STM/80 WITH PRESERVER N W L-DRYR I M-914.50 BOTTOM -907.0 / INV -910.55 (E) I INV -907.37 (S) INV -907.17 (W) FES JITH RIP RAP SUMP -904.17 INV -907.00 1 / I LIRIN 55LF-2111 / ISTM 1@10 47 LF -18" 1 /STM @0.3%� ISTMH 70 / RIM -915.40 INV -907.51 (N,S) / I I I I I I I I I I / V I / / I' RIM -914.75 INV -909.40 (E) INV -908.35 (SW) RELOCATED INV -908.89 (SE) /FIRE HYDRANT INV -907.95 (N) L_ 44 LF - 12" STM @ 0.44% SMH RIM910.96 INV=905.54 CBMH 50 RIM -913.28 V V-908.54 (NE,S) v - 61 LF - 12" 1112" TM @ 0.44% 3LF- STM @ 0.44% CB 30 RIM -911.78 INV -909.00 I /V v TEL -TEL (APPROXI TEL LTEL - -TEL -- STORM HT1 s 149 LF - 15" 1211X15" WYE STM @ 0.44% INV -911.13 TEL TEL - OH OH o7 A I I I I r\ /\ A I r\r- / \ , T \ / f � \ A / \ / f ( / Illl F 1 I /V T i SMH x RIM -912.20 V INV -893.04 - (21 -SAN) I I I -I GAS GAS GAS GAS GAS GAS- 12" WYE INV -911.3 2 TEL- -TEL TEL - - OH 0- OH OH -ELE ELE ELE - - ti - ILL ILL TEL _ ---�-TEL TEL - TEL TEL TEL TELTELIn- S TEL OH OH 0 OH OH i OHOH 39 LF^ 12" STMH RIM -915.60 INV -912 1 (W) - INV -90(S) 106 LF - 48" HPDE @ 0.0% T CONNECT INTO 48" PIPE INV -912.30 CONNECT INTO 48" PIPE INV -912.30 - CBMH RIM -915.78 - INV -912.73 SUMP -909.73 SP IO LF -12" STM @0.5% STMH SP RIM -915.81 INV -909.75 (M INV -909.50 (W SP I � INV -��JZ.68 (S) - - - - 63 LF - 12" STM @ 0.5% 5.9% STMH RIM -915.70 INV -912.37 (N,NW,W) INV -912.17 (S) d I - I \ I \ I 139 LF -15\\ STM @ 0.6% \ \ I- 1 I I RELOCATED FIRE HYDRANT.10- -OA U I - EL- q PI y • WAS44 I � U STMH 4 RIM -915.03 INV -911.47 (N,W J TEL TEL - OH OH - l.1 I I l Y I I V V Y. I r, r r I t l.t l I v \, L_ •, Main Streeto 7I � g�,,, SMH RIM -916.22 > > (21 -SAN) > INV -692.43 (21 -SAN) > > >->->- > >1 II A County Sta to _ Aid Highway No. 14 GAS- Nancy Drive I(APPROX LOC 12-WMJ A I /\r- /_\ r%\ ti /V 1 I / r,\ I I r,\ T \ / F 1 \ A / \ / F ! / \ I \ I t I / V T \.A - \/ \.1 I I l Y I I V V Y I" i r Y I l \,A l -GAs .GAS GAS- AS -GAS -GAS EXISTING CIVIL LEGEND PROPOSED UTILITY NOTES 1. ALL SANITARY SEWER, STORM SEWER AND WATERMAIN UTILITIES SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE, THE LOCAL GOVERNING UNIT, AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), 2013 EDITION. 2. ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND THE GEOTECHNICAL REPORT. 3. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES. 4. ALL STORM SEWER, SANITARY SEWER AND WATER SERVICES SHALL TERMINATE 5' FROM THE BUILDING FACE UNLESS OTHERWISE NOTED. 5. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITES UNLESS OTHERWISE NOTED. 6. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 7. PROPOSED PIPE MATERIALS: WATERMAIN DIP 6" TO 8" DIAMETER STORM SEWER RCP/DUAL WALL HDPE 12" TO 2111 DIAMETER 8. ALL PORTIONS OF THE STORM SEWER SYSTEM, INCLUDING CATCH BASINS, LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED ACCORDANCE WITH MINNESOTA RULES, PART 4715.2820 9. ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT (SEE MINNESOTA RULES, PART 4715.0700). APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, AND OTHER STRUCTURES. 10. HIGH-DENSITY POLYETHYLENE (HDPE) STORM DRAINS MUST COMPLY WITH MINNESOTA RULES, PART 4715.0540: a. PIPES 4 -INCH TO 10 -INCH IN SIZE MUST COMPLY WITH AASHTO M252. b. PIPES 12 -INCH TO 60 -INCH IN SIZE MUST COMPLY WITH ASTM F2306. C. ALL FITTINGS MUST COMPLY WITH ASTM D3212. d. WATER -TIGHT JOINTS MUST BE USED AT ALL CONNECTIONS INCLUDING STRUCTURES. STORM SEWER SCHEDULE STRUCTURE NO. SANITARY MANHOLE • CB 1 STORM MANHOLE O CB 2 CATCH BASIN 4811 PRECAST STMH 10 CULVERT 48" PRECAST STMH 20 HYDRANT { CB 30 GATEVALVE H CBMH 40 POST INDICATOR VALVE @PIV CBMH 50 LIGHT POLE 4811 PRECAST STMH 60 POWER POLE 0 STMH 70 SIGN 4811 PRECAST STMH 80 BENCHMARK 4811 PRECAST STMH 90 SOIL BORINGS- 4811 PRECAST ® WATER MANHOLE 4811 PRECAST ® TELEPHONE MANHOLE ® UTILITY MANHOLE ® ELECTRIC MANHOLE -W WATER SERVICE -S- SANITARY SERVICE �\ HANDICAP PARKING pp (� LO1 DIRECTION OF FLOW�� SPOT ELEVATION CONTOURS > SANITARY SEWER >> STORM SEWER - WATERMAIN FM- FORCEMAIN -f11 DT- DRAINTILE » DT - SILT FENCE CURB & GUTTER = RETAINING WALL elf -y -f -y 1rW\ TREELINE /'11'1I11I 1r'YW\ - - - - EASEMENT LINE - - - - - SETBACK LINE - - - - -A FENCE LINE -X-X- -TEL UNDERGROUND TELE -GAS UNDERGROUND GAS -OH OVERHEAD UTILITY UTILITY NOTES 1. ALL SANITARY SEWER, STORM SEWER AND WATERMAIN UTILITIES SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE, THE LOCAL GOVERNING UNIT, AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), 2013 EDITION. 2. ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND THE GEOTECHNICAL REPORT. 3. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES. 4. ALL STORM SEWER, SANITARY SEWER AND WATER SERVICES SHALL TERMINATE 5' FROM THE BUILDING FACE UNLESS OTHERWISE NOTED. 5. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITES UNLESS OTHERWISE NOTED. 6. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 7. PROPOSED PIPE MATERIALS: WATERMAIN DIP 6" TO 8" DIAMETER STORM SEWER RCP/DUAL WALL HDPE 12" TO 2111 DIAMETER 8. ALL PORTIONS OF THE STORM SEWER SYSTEM, INCLUDING CATCH BASINS, LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED ACCORDANCE WITH MINNESOTA RULES, PART 4715.2820 9. ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT (SEE MINNESOTA RULES, PART 4715.0700). APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, AND OTHER STRUCTURES. 10. HIGH-DENSITY POLYETHYLENE (HDPE) STORM DRAINS MUST COMPLY WITH MINNESOTA RULES, PART 4715.0540: a. PIPES 4 -INCH TO 10 -INCH IN SIZE MUST COMPLY WITH AASHTO M252. b. PIPES 12 -INCH TO 60 -INCH IN SIZE MUST COMPLY WITH ASTM F2306. C. ALL FITTINGS MUST COMPLY WITH ASTM D3212. d. WATER -TIGHT JOINTS MUST BE USED AT ALL CONNECTIONS INCLUDING STRUCTURES. STORM SEWER SCHEDULE STRUCTURE NO. CASTING MANHOLE SIZE CB 1 R-2534 4811 PRECAST CB 2 R-2534 4811 PRECAST STMH 10 R-1642 48" PRECAST STMH 20 R-1642 4811 PRECAST CB 30 R-3067 2' X 3' PRECAST CBMH 40 R-3067 4811 PRECAST CBMH 50 R-3067 4811 PRECAST STMH 60 R-1642 4811 PRECAST STMH 70 R-1642 4811 PRECAST STMH 80 R-1642 4811 PRECAST STMH 90 R-1642 4811 PRECAST STMH 100 R-1642 4811 PRECAST WARNING: =1_y= 0 30 60 SCALE IN FEET CALL BEFORE YOU DIG! Gopher State One Call TWIN CITY AREA: 651-454-0002 TOLL FREE: I-800-252- 1166 THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. ■■ LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. 08/19/1 e, RCWD Submittal 09/12/16 CUP City Submittal NOT FOR N �RUCTIO CON I hereby certify that this plan, specification or report was prepared by me or under my direct supervi ion and that I am a my Lic nsed Profes ional En ine under the laws oft e S at of Minnesot . cholas M. annnel - E Licens No. 45861 Date 09/12/16 QUALITY CONTROL Loucks Project No. 15328A Project Lead NMM Drawn By ZHW Checked By NMM Review Date 09/12/16 C1-1 EXISTING CONDITIONS C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP PLAN C3-3 SWPPP NOTES C4-1 UTILITY PLAN C8-1 DETAILS L1-1 LANDSCAPE PLAN L1-2 LANDSCAPE DETAILS L2-1 TREE PRESERVATION PLAN P- 0- Ln - Ln N N 0 N O 0 • DECIDUOUS TREES QTY """/ / U OF C=SR0O AREA. SIZE Nathan Ekhoff - P� AE 8 OBE HES & WO D CIRCULAR B & B 2.5"Cal Loucks Project No. SGM T( HY11 Acer freemami 'Sienna Glen B & B 2.5"Cal NMM INkf R JA= HED STONE PAVING. SKYLINE HONEYLOCUST Gleditsia triacanthos'Skycole' B & B 2.5"Cal DEMOLITION PLAN C2-1 SHRUBS QTY COMMON NAME BOTANICAL NAME MIN CONT MIN SIZE SPACING DH 11 DWARF BUSH HONEYSUCKLE Diervilla lonicera 5 gal 18" HGT 36" o.c. GF 36 0BUILDII Rhus aromatica'Gro-Low 5 gal 24" SPRD 48" o.c. CONIFEROUS SHRUBS I QTY / BOTANICAL NAME MIN CONT MIN SIZE G MAINTENANCE TY 53 / Taxus x media'Taunton' 5 gal 18" SPRD 1 GRASSES i COMMON NAME BOTANICAL NAME MIN CONT MIN SIZE SPACING STRIP (SEE DETAIL) 16 FEATHER REED GRASS Calamagrostis x acutiflora'Karl Foerster 1 gal 24" o.c. PERENNIALS QTY COMMON NAME BOTANICAL NAME �J MIN SIZE SPACING MNS / /// MAY NIGHT SAGE Salvia x sylvestris'May Night' 1 gal 24" o.c. SD 34 STELLA D' ORO DAYLILY Hemerocallis x'Stella de Oro' 1 gal 24" o.c. GROUND COVERS CODE COMMON NAME BOTANICAL NAME N.'. '•�''• ; '• '•,:: `'•; SEED 1 NATIVE SEED MIX UPLAND MIX SEED 2 NATIVE SEED MIX WET MIX / SM 1 STONE MULCH SOD TURF SOD / 3 3 SKH SKH ii• J TREES WITH STRUCTURAL SOIL. i i i a STRUCTURAL SOIL EXTENTS (SEE DETAIL) A I I I I r\ / I A I r\ I I A I . r- / T \ / f \ A / \ / f ( / Illl F I /V T 1 \ I ld I I l Y I I VV Y I i r r I "A l I v ♦/ [_ \i County Sta to Nancy Drive C.'MA l�"MA 0"MA 0'FR 120 stalls �I I - 0 -1 - BUILDING MAI TENANCE STRIP (SrE DETAIL) 3 AE Main Street Highway No. 14 11 DH 1 SKH 14 GF 1;•As • 6 -AS TO M \J mai ��� �■ 111■ �� _ �1� •n I� I ISI Ih I_ ;\ O Ii00000000 li000000000 �i0000 I/ I. �I�Ir-y�_I I per; o ��■ 0 m I' IN S TREE T 11■1■1!■I i ®� O •0•�oo'oao�� � 11■1■11■1 i , o � ■00■1� 11■1■111!__ _ __- ��°� O,r 000 ^O":' O P ^'..O+;ISR,_ ^. 11■1■11�1� ■ '`::00� O .O klrl '1 ■�',� C�C�C>r�7: 0000 O:D:f 11■1■lii■TQ■ 11■1■1■1�■�■■SIJ•■■�I�1�■■■■■I�'�I■Ir�lr� ,./ 87 m m ® ® r -cam �1 TREES WITH STRUCTURAL SOIL. STRUCTURAL SOIL EXTENTS (SEE DETAIL) Kilinw�lI� A I /\r- / \ Y\ /\ I / /V I /\ I I Y\ T \ / f i \ A / r-� I I \/ I\ \A v \/ 1,A I I l Y I I V V Y I i r r I l \A l I v \/ t_ \1 RZ / i I I rdla I I I I I I I PLANT SCHEDULE DECIDUOUS TREES QTY COMMON NAME BOTANICAL NAME CONT SIZE Nathan Ekhoff - P� AE 8 ACCOLADE ELM Ulmus'Morton' B & B 2.5"Cal Loucks Project No. SGM 1 SIENNA GLEN MAPLE Acer freemami 'Sienna Glen B & B 2.5"Cal NMM SKH 10 SKYLINE HONEYLOCUST Gleditsia triacanthos'Skycole' B & B 2.5"Cal DEMOLITION PLAN C2-1 SHRUBS QTY COMMON NAME BOTANICAL NAME MIN CONT MIN SIZE SPACING DH 11 DWARF BUSH HONEYSUCKLE Diervilla lonicera 5 gal 18" HGT 36" o.c. GF 36 GRO-LOW FRAGRANT SUMAC Rhus aromatica'Gro-Low 5 gal 24" SPRD 48" o.c. CONIFEROUS SHRUBS I QTY COMMON NAME BOTANICAL NAME MIN CONT MIN SIZE SPACING TY 53 TAUNTON YEW Taxus x media'Taunton' 5 gal 18" SPRD 48" o.c. GRASSES QTY COMMON NAME BOTANICAL NAME MIN CONT MIN SIZE SPACING FG 16 FEATHER REED GRASS Calamagrostis x acutiflora'Karl Foerster 1 gal 24" o.c. PERENNIALS QTY COMMON NAME BOTANICAL NAME MIN CONT MIN SIZE SPACING MNS 40 MAY NIGHT SAGE Salvia x sylvestris'May Night' 1 gal 24" o.c. SD 34 STELLA D' ORO DAYLILY Hemerocallis x'Stella de Oro' 1 gal 24" o.c. GROUND COVERS CODE COMMON NAME BOTANICAL NAME N.'. '•�''• ; '• '•,:: `'•; SEED 1 NATIVE SEED MIX UPLAND MIX SEED 2 NATIVE SEED MIX WET MIX SM 1 STONE MULCH SOD TURF SOD OPEN AREA LANDSCAPE REQUIREMENTS DISTURBED OPEN AREA ABOVE THE NORMAL WATER LEVEL = 19,750 SF TREE REQUIREMENT 1 TREE PER 2,000 SF 10 TREES REQUIRED SHRUB REQUIREMENT 3 SHRUBS PER 2,000 SF 30 SHRUBS REQUIRED TREE PRESERVATION REQUIREMENTS 8 TREES REQUIRED. SEE TREE PRESERVATION PLAN TOTAL LANDSCAPE REQUIRED TREES REQUIRED = 18 TREES PROVIDED = 19 SHRUBS REQUIRED = 30 SHRUBS PROVIDED = 100 GENERAL NOTES CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTING BID. HE SHALL INSPECT SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS RELATING TO THE NATURE AND SCOPE OF WORK. VERIFY LAYOUT AND ANY DIMENSIONS SHOWN AND BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT ANY DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN AND/OR INTENT OF THE PROJECT'S LAYOUT. ASSURE COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS GOVERNING THE WORK OR MATERIALS SUPPLIED. CONTRACTOR SHALL PROTECT ALL EXISTING ROADS, CURBS/GUTTERS, TRAILS, TREES, LAWNS AND SITE ELEMENTS DURING PLANTING OPERATIONS. ANY DAMAGE TO SAME SHALL BE REPAIRED AT NO COST TO THE OWNER. CONTRACTOR SHALL VERIFY ALIGNMENT AND LOCATION OF ALL UNDERGROUND AND ABOVE GRADE UTILITIES AND PROVIDE THE NECESSARY PROTECTION FOR SAME BEFORE CONSTRUCTION /MATERIAL INSTALLATION BEGINS (MINIMUM 10'- 0" CLEARANCE). ALL UNDERGROUND UTILITIES SHALL BE LAID SO THAT TRENCHES DO NOT CUT THROUGH ROOT SYSTEMS OF ANY EXISTING TREES TO REMAIN. EXISTING CONTOURS TRAILS VEGETATION CURB GUTTER AND OTHER EXISTING ELEMENTS BASED UPON INFORMATION SUPPLIED TO LANDSCAPE ARCHITECT BY OTHERS. CONTRACTOR SHALL VERIFY ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION AND NOTIFY LANDSCAPE ARCHITECT OF SAME. THE ALIGNMENT AND GRADES OF THE PROPOSED WALKS, TRAILS AND/OR ROADWAYS ARE SUBJECT TO FIELD ADJUSTMENT REQUIRED TO CONFORM TO LOCALIZED TOPOGRAPHIC CONDITIONS AND TO MINIMIZE TREE REMOVAL AND GRADING. ANY CHANGE IN ALIGNMENT MUST BE APPROVED BY LANDSCAPE ARCHITECT. WARNING: —I-V— 0 30 60 SCALE IN FEET CALL BEFORE YOU DIG! Gopher State One Call TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. :. L-O.UCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. 08/19/16 RCWD Submittal 09/12/18 CUP City Submittal NOT VORON CONRUCTIO I hereby certify that this plan, specification or report 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 M'nne'ssot�a. L� Nathan Ekhoff - P� License No. 52050 Date 0`x/12/16 QUALITY CONTROL Loucks Project No. 15328A Project Lead NMM Drawn By ZHW Checked By NMM Review Date 09/12/18 SHEET INDEX C1-1 EXISTING CONDITIONS C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP PLAN C3-3 SWPPP NOTES C4-1 UTILITY PLAN C8-1 DETAILS 1-1-1 LANDSCAPE PLAN L1-2 LANDSCAPE DETAILS 1-2-1 TREE PRESERVATION PLAN \ � 1 t I I BALL -FIE I I � I 1I I / I i I II ^ -MATCH-LINE (SEE SHEET 2 OF 2) l / 660.00 -Record I �_ S89 °3346 "E 660.3/ It - MATC -LINE (SEE SHEET I OF 2) \ / BALL -FIELD OAL OAL � POST POST / / \ ) 1 6 / / \ I BENCH / X90 / / NTT - l0- 9jjER FOUNTAIN - _ OTORM Jw/�J \ \ 9 7 \ - ---909- �9/0� WOOD + BENCH No / / - / -/ 9G9 I Q\S PLAY \ / o / / l t / ! i- /- /" 4 / •8"BC EQUIPMENT / �o x / G - -------- ----- kL -_ CB • ----__ _ RIM=912.19 /PLAY ' ( / BENCH o / / INV=909.48 / /EQUIPMENT I \ ' I _ HOOP O I I / \- f BITUMINOUS SURFACE tr CB � I I I I RIM=912.17 - -� _ / • 6"AS TW AS INV=COVERED I BENCH / BLL -FIELD / / / J \ d BENCH ' '// / • d �'d • L /AREA/PDRAIN 1 / C RIM=912.530 I THSD= THSD= N INV=910.01 I 916.60 916.59 1 PLASTIC OF BLDG PINTOUT O CBMA S/ 9 1-� i I 1 9� I I 70909 MA RET WALL / TREE PR TECTION FENCE C�"FR „FR \ q� p I I \ / PLACE 5' MIN. OFF/TREE ROOT ZONE 1 I I I N#L-DRY ADJUST IN FIELD IFAECESSARY -� . / BOTTOM -907.0 ` �-�.� - 1 4 d "FR �� FR I STOR I • • • d I I T 1912.53 - I • d -AA / ot 4A - ( •• ' I I IIM=913.81 /XFR FR I I INV=906.25 BEE TOP If RIM=916.13 < - < < < SMH < • 8"AS INV=912.79 S( IM=914.92 I (7vC) D I \ I I NV=906.86 \ I I 4'MP� I I I --------------- cI I I /i,D THSD= \ I 916.56 \ I L =RET 1ET �, d II I n •.R \ I I I I I I i \ 2% \ I MAX. LL I / 725 MAIN STREET EXISTING BUILDING I STORY BRICK BUILDING FFE = 916.50± TREES ALONG \ / PROPERTY LINE I ' TO REMAIN I I I / - BENCHMARK THSD= 916.55 I THSD= ------ (NOT SURVEYED) I 1 x ous URFACE - x THSD ,LI I • • d I o d e-' C 4"MA' d I/- OVERHANG / \ i ------ o- /I. o - TNH= AX ® TYP e 916.33 I. �\�/ d d • d • d • d SMH / _ • dA. •d • •d • d d • ' RIM=910.96 - INV=905.54 OG 6 \ ee�`O 92 \9j V \ BITUMINOUS SURFACE - / / 6.. � 4„� EL B..CH ELE E ELE • E ----- --- �- --- - - - - ,)l°E 4"FR L -/ 27 6,. H 0 / v / 9 - a - - - - - L / - I,/'J z / \ F- M / V o gFrArC 3 � Sn /,z / V� \YV XAZ,////v Fd IP / o '9 I ip # 8612-- a P5�\G �2 \ -77 TNH= 917.51 d \ B M 915 V=91293 v •l0"A - Ld j N o z OUTSIDE EDGE 2" LANDSCAPE TIMBER-� m - d ( , •\Ill Nil I- 1W FIRE f CONNECTION 0 POINT NUMBER d a ,.6 d ELE-� ELE ELE-EM-FET- ELE ELE - ELE ELE ELE ELE MAPLE REMOVED 9J o _ / ./ THSD= 916.81 0 0 U W U) 0 z s TNH= 918.51 / P IN •IDA I TREE PROTECTION FE CE "S ACE 5' MIN. OFF TREE ROOT Z E CD\ ADJUST IN FIELD IF NECESS RY • "OA I 0 EL 8„ LE - -ELE E I \ I T TEL TEL • 6 I IIN � U I I " I14AS \ > J U O L7 a I U x I0 o u. \ xo -a J Fd IP - POINT NUMBER DIA. INCHES a ,.6 - ELE-� ELE ELE-EM-FET- ELE ELE - ELE ELE ELE ELE MAPLE REMOVED 9J oLU < v \ p Cup # 8812 I' OH (APPRO 3 5020 TEL EL\ TEL TEL TEL TEL STEL TEL TEL - i'^ v�1 OH OH TELTEL TEL TEL TEL TEL EL TEL TEL TEL OH OH TEL TEL TEL N L TEL TEL TE TEL TEL TEL TELTEL TEL TEL TEL TEL TEL TT TEL T N FIBER OP SIGN 5 5022 TNH= LOC 6" w MAPLE REMOVED OH OH �- OH OH OH OH OH OH OH OH OH OH 64 > 5080 10 V-- TO REMAIN i 5089 RET WALL /�-TEL TO REMAIN 9 H' U OH ASH TO REMAIN 10 5149 2 c2 REMOVED I 5150 I I o / o 12 5151 5� �< 07 / -------o --�, � � � 10 o FRUIT V 14 �1� SMH�`� �) x �1� BITUMINOUS SURFACE i 2 FRUIT I IR MH 91230 / IV 1NG=893.04 Jw- - a / / (21"SAN) RIM -913.69 INV -892.84 / i > 1 (21"SAN) 3 / vi RIM=916.22 INV=892.43 I REMOVED o I N89°33'46°If I (21"SAN) FRUIT TO REMAIN 19 1 J 1 1 (21"SAN) J 20 _ 650.00 - - I I I I I I II I I I I I I I I (APPROX LOC 12"WM� I I TO REMAIN 22 5161 2 BITUMINOUS SURFACE GAS -GAS-GAS-GAS-GAS-GAS-GAS-GAS-GAS- TO REMAIN 23 DI A _PER APPROX LOC GAS MAPPING - - REMOVED 24 5202 4 FRUIT - -1 TREE INVENTORY TREE COUNT POINT NUMBER DIA. INCHES SPECIES STATUS 1 5018 4 MAPLE REMOVED 2 5019 4 MAPLE REMOVED 3 5020 4 MAPLE REMOVED 4 5021 4 MAPLE REMOVED 5 5022 2 MAPLE REMOVED 6 5023 2 LINDEN REMOVED 7 5080 10 ASH TO REMAIN 8 5089 6 ASH TO REMAIN 9 5090 6 ASH TO REMAIN 10 5149 2 FRUIT REMOVED 11 5150 2 FRUIT TO REMAIN 12 5151 2 FRUIT TO REMAIN 13 5152 2 FRUIT TO REMAIN 14 5153 2 FRUIT TO REMAIN 15 5154 2 FRUIT TO REMAIN 16 5155 2 FRUIT REMOVED 17 5156 2 FRUIT REMOVED 18 5157 2 FRUIT TO REMAIN 19 5158 2 FRUIT TO REMAIN 20 5159 2 MAPLE TO REMAIN 21 5160 2 MAPLE TO REMAIN 22 5161 2 MAPLE TO REMAIN 23 5201 4 FRUIT REMOVED 24 5202 4 FRUIT REMOVED 25 5203 2 FRUIT REMOVED 26 5322 10 ASH REMOVED 27 5323 4 MAPLE REMOVED 28 5330 6 PINE TO REMAIN 29 5331 6 FRUIT TO REMAIN 30 5332 4 OAK TO REMAIN 31 5333 14 SPRUCE TO REMAIN 32 5334 10 ASH TO REMAIN 33 5335 8 SPRUCE TO REMAIN 34 5429 12 SPRUCE TO REMAIN 35 5430 14 SPRUCE TO REMAIN 36 5431 12 SPRUCE TO REMAIN 37 5432 10 SPRUCE TO REMAIN 38 5433 10 SPRUCE TO REMAIN 39 5434 10 SPRUCE TO REMAIN 40 5435 14 SPRUCE TO REMAIN 41 5436 12 SPRUCE TO REMAIN 42 5529 10 ASH TO REMAIN 43 5532 8 ASH TO REMAIN 44 5574 10 ASH TO REMAIN 45 5632 8 FRUIT TO REMAIN 46 10191 14 ASH TO REMAIN 47 10275 8 FRUIT REMOVED 48 10284 10 FRUIT REMOVED 49 10297 6 FRUIT REMOVED 50 10325 8 FRUIT REMOVED 51 10335 6 MAPLE REMOVED 52 10340 12 MAPLE REMOVED 53 10439 8 MAPLE REMOVED 54 10927 8 ASH TO REMAIN TREE DATA: TOTAL TREES SURVEYED ON SITE 54 TOTAL TREES REMOVED (ALL SIZES) 16 TOTAL TREES (MIN. 6" DBH AND 12' HEIGHT) 30 TOTAL TREES REMOVED (MIN. 6" DBH AND 12' HEIGHT) 8 CONIFEROUS TREES REMOVED (12'-20' HEIGHT) 0 DECIDOUSTREES REMOVED (OVER 12" DBH) 0 CONIFEROUS TREES REMOVED (OVER 20' TALL) 0 TOTAL TREE REPLACEMENT 8 LEGEND TREE TO REMAIN 3800 TREE TO BE REMOVEDXO TREE REQUIREMENTS: (8) DECIDUOUS TREES ARE BEING REMOVED IN THIS PROJECT. THESE TREES ARE NOT IN AN ENVIRONMENTALLY SENSITIVE AREA. CITY REQUIRES (1) REPLACEMENT TREE FOR EACH OF THE (8) TREES REMOVED. TREE PROTECTION NOTE: INSTALL FENCE AROUND EACH TREE TO BE PROTECTED PRIOR TO GRADING. FENCE SHALL BE PLACED AT THE DRIP EDGE OR CRITICAL ROOT ZONES OF THE TREES. FENCING SHALL BE NO CLOSER THAN 6 TO THE TRUNK OF ANY TREE TO BE PROTECTED. THE PERIMETERS FOR TREES BEING PROTECTED SHALL BE DESIGNATED AT ALL TIMES DURING CONSTRUCTION ACTIVITY AND SIGNAGE SHALL BE INSTALLED AT ALL TREE PROTECTION AREAS THAT INSTRUCTS WORKERS TO STAY OUT. CONTRACTOR SHALL AVOID ALL AREAS WITHIN TREE PROTECTION FENCE. SOIL SHOULD BE PROTECTED FROM EROSION AND CHANGES IN CHEMISTRY FROM CONCRETE OR TOXIC MATERIALS SUCH AS FUELS AND PAINTS. THE CONTRACTOR SHALL HAVE "TREE PAINT" ON SITE AT ALL TIMES. IF AN OAK IS WOUNDED DURING CONSTRUCTION, THE CONTRACTOR MUST IMMEDIATELY APPLY PAINT TO THE WOUND IN ORDER TO PREVENT OAK WILT. ALL DAMAGE TO TREES TO BE PRnTECTED SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER AND L /\Y VV�J:_JV JIF'11\L, 11_JJI I I`_JI N LV F1? IV`JI LV. I l , STRING 4' HIGH, ORANGE POLYETHYLENE LAMINAR v SAFETY NETTING BETWEEN WOOD STAKES PLACED 5' ON CENTER AND PLACED BETWEEN TREE PROTECTION AND DISTURBED AREAS. mmLOUCKS TREE PROTECTION 0 30 60 SCALE IN FEET WARNING: EXISTING TREE TO REMAIN DRIP EDGE OF TREE EXISTING GRADE DUCKS PLATE ND. 3007 DRAWN 2/2018 CALL BEFORE YOU DIG! Gopher State One Call TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. :. LoUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. llol .11 IVA I 10 V-11 WA :44TA 14-1 Lei k, 08/19/16 RCWD Submittal 09/12/11) CUP City Submittal NOT FOR N �RUCTIO CON I hereby certify that this plan, specification or report 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 M'nnesota. Nathan Joff - P� License No. 52050 Date 0`x/12/11; Loucks Project No. 15328A Project Lead NMM Drawn By ZHW Checked By NMM Review Date 09/12/18 C1-1 EXISTING CONDITIONS C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP PLAN C3-3 SWPPP NOTES C4-1 UTILITY PLAN C8-1 DETAILS 1-1-1 LANDSCAPE PLAN L1-2 LANDSCAPE DETAILS L2-1 TREE PRESERVATION PLAN MARTIN PEVZNER ENGINEERING P.A. 8030 Old Cedar Ave. S Bloomington, MN 55425 Voice: 952"854"1876 a° Fax: 952-854-1948 a KRECH, O'BRIEN, MUELLER & ASSOCIATES, INC. Architecture Structural Engineering Interior Design 2®0®®0® 6115 Cahill Avenue Inver Grove Heights MAX. Minnesota 55076 651.451.4605 CXUS`II [ING o UoLD[ING fax 651.451.0917 komainc@komainc.com I hereby certify that this construction plan was prepared by me or under my direct supervision and that I am a duly Registered Professional Engineer c9 FFE o � �o�o� ° under the laws of the State of Minnesota. 2%%O DARREN R. DICKENSON, P.E. DATE: 8/11/2016 Reg No. 41678 0 0. 0.91.2 1 1.3 1.4 1.4 1.4 1.4 1.4 1. + 113 + 1.2 + 1.1 + 0 + 0.7 4 0 0 4. 2%% b b.b b84 0.0 0.16 0. +6 4 - -7 in L)Pib .4 -MAX. 7.6 + 9.6 + 1 + 4.7 Lo .3 DC\11 E D O.OZ I -X-V I 1 4 0 /Z z V%J, y %J� /1 %j 7T. Z rz�" A' 11 Z 170 0 V V V ° V V . . ° V Uj 8. 1 6 18. 1 .0 8. 1 .8 8. 1 8 8. 1 8. 1 .8 8. 1 13 8 7.9 3. O 120 stafla H O 9. 4.5 1 8. 1 .7 8. 18.9 1 .8 8 1 .8 8. 18.8 1 .7 8 1 .7 8. 1 .6 1 6 A 3+,A a 0 r% 0 +A A 7 4 in P 17 -+A 0 77 +40 a !10 0 0 7 0 10c) 108U 0 -=1=1 �00 0 Q 1-1 '19 7 '19 El 0 >M 0 Ce -j . ° z Q Q � 0 Zz U) z - %W 1 1. a �■■� 0 U J 0� ° noka Clod � H Ma o 25 � � u- 0 o Mao Street J 0- 0 LL LU z a PROJECT#: 15-006 County State AN U 'Qh Ca No. 14 Anoka County Hwy. PJW Rat No 25 DRAWN BY: PAG CHECKED BY: RKM DATE: 8/11/2016 REVISIONS: PRELIMINARY PHOTOMETRICS - 25'-0" X 25'-0" GRID - Calc. Unit = f.c. " EXXX SCALE: NO SCALE VESTIBULE 100 O O 4— GRADE 2 CLASSROOM 106 112 O4.6 B/ A G MNASIUM, O JANITOR 120 rK 113 777 GRADE 2 BOYS GIRL 107 115 116 VESTIBULE x v x 114 OCOPY CORRIDOR 108 103 GRADE 2 109 GRADE 2 117 GRADE 1 1 GRADE 1 110 CORRIDOR 118 101 O = GRADE 1 GRADE 1 119 111 tJ.8 ELECTRICAL - - - - 411 A% `IT/OFFICE L.2 - - - STAFF FUTURE 421 FUTURE 420 KINDERGARTEN 418 7— TOILET 419 TOILET 417 KINDERGARTEN 416 STAFF LOUNGE 214 KINDERGARTEN 213 TOILET 239 A. TOILET 238 I'I RRIDOR KINDERGARTEN 425 212 STEM 309 I I EL � I 332 I I L//70T 333 TITLE, MENTAL HEALTH, DEAF/HH 331 GRADE 3 308 GRADE 3 307 FLOOR PLAN - OVERALL 1/16" = 1'-0" O MEDIA, COPY _TOILET PRE -K ORCHESTRA/SAC L J OFFICE-1ROOM 424 320 406 412 TOILET 321 N = 1117777 PEER COORD.�] GUIDEDI 328 MEDIA CENTER READING 322 327 �o0 ADSIS SPEECH 329 304 CORRIDOR PSYCHOLOGIST 324 303 P — GRADE 3 GRADE 4 EIFI GRADE 4 GRADE 4 E:11 I 306 305 302 301 GRADE 5 GRADE 6 SPANISH GRADE 6 SPANISH IMMERSION RESOURCEBREAK- TOILET 409 PUBLIC 5,691 SF B OFFICE 2,105 SF I ■11015000. OUT • .-r7151mm 66,936 SF ' � - PR E5K lm\r!Il0■00111 ���I�C01�■■011 (Ilion 41 GRADE 5 ..........iF,111IN1 RESOURCESTORAGE ■■■■■■■■■■i l i lsion 0000000000I01' ion IMMERSION mmmmmr7■■001 ��i■■ 1035 SF 428 0 0 Z Q � d' rl Z 313 W 314 a W 315 LA J W 316 ce 317 O 318 z� OILET 0 JANITOR/ H Q TOILET J GIRLS ii zV)Z J P% J PROJECT: qpg STORAGE DRAWN BY: 414 ALS CHECKED BY: 426 MRD DATE: All L 9 L777 407 READ. RECOVERY M — - GIRLS BOYS ___ ------ - - SENSORY _ � TOILET NEWSROOM 330 311 - o � 325- - 326 I 404 \ 413 STEM 309 I I EL � I 332 I I L//70T 333 TITLE, MENTAL HEALTH, DEAF/HH 331 GRADE 3 308 GRADE 3 307 FLOOR PLAN - OVERALL 1/16" = 1'-0" O MEDIA, COPY _TOILET PRE -K ORCHESTRA/SAC L J OFFICE-1ROOM 424 320 406 412 TOILET 321 N = 1117777 PEER COORD.�] GUIDEDI 328 MEDIA CENTER READING 322 327 �o0 ADSIS SPEECH 329 304 CORRIDOR PSYCHOLOGIST 324 303 P — GRADE 3 GRADE 4 EIFI GRADE 4 GRADE 4 E:11 I 306 305 302 301 OCCUPANCY GROUPS: 220 A2 ASSEMBLY 3,293 SF RESOURCEBREAK- ORALE CORRIDOR STORE PUBLIC 5,691 SF B OFFICE 2,105 SF I ■11015000. OUT • .-r7151mm 66,936 SF ' � - lm\r!Il0■00111 ���I�C01�■■011 (Ilion W ..........iF,111IN1 RESOURCESTORAGE ■■■■■■■■■■i l i lsion 0000000000I01' ion O mmmmmr7■■001 ��i■■ 1035 SF 428 OCCUPANCY GROUPS: 220 A2 ASSEMBLY 3,293 SF 209 ORALE CORRIDOR STORE r -7-711 A3 ASSEMBLY 5,691 SF B OFFICE 2,105 SF E EDUCATION 66,936 SF MECHANICAL 216 STORAGE 122 ROOF �I ACCESS 123 STAFF TOILET 124 E VESTIBULE DISH F ROOM STORAGE V 235 229A ME CARL 222 SERVING CAFETERIA 233 /////,FREEZER/ 228 /DRY TO GE 227 0 j TOILET 226 17 OFFICE 236 KITCHEN 234 � COOLER 232 VESTIBULE 231 OUTDOOR STOR 240 n -�_ LOCKERS n MECHANICAL STORAGE 230 223 — 225 ELECTRICAL STORAGE 225A JANITOR REC 219 221 BAN D 210 OFFICE 220 MUSIC 209 ORALE CORRIDOR STORE 424A � 200 433 01 217 F� PRACTICE 218 OFFICE STORAGE 215 i ii F _LC 2\ UP BOILER PRINCIPAL WORK ROOM COUNSELOR C1 L J C1 / 430 431 CONF 434 201 A % C2 ROOM OFFICE 432 422 SECURE VESTIBULE 400 MARTIN III i" E VZNER ENGINEERING 8o3o Old Cedar Ave. S Bloomington, MN 55425 Voice: 952-854-.r876 Fax: 952"854-r948 KRECH, O'BRIEN, � MUELLER & ASSOCIATES,NC. Architecture Structural Engineering Interior Design 6115 Cahill Avenue Inver Grove Heights Minnesota 55076 651.451.4605 fax 651 .451.0917 komainc@komainc.com THE DESIGNS AND PLANS INDICATED ON THIS DRAWING ARE THE PROPERTY OF KRECH, O'BRIEN, MUELLER & ASSOCIATES, INC. ALL RIGHTS ARE RESERVED. NO DESIGNS OF PLANS SHALL BE USED OR REPRODUCED IN ANY FORM OF BY ANY MEANS WITHOUT THE WRITTEN PREMISSION OF KRECH, O'BRIEN, MUELLER & ASSOCIATES, INC. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. arc R. DuBois DATE: 09/12/2016 REG. NO.: 44898 mi a W O Z Q � d' rl Z W Ln a W WZ LA J W W C ce O LU z� LU O J H Q J J zV)Z J P% J PROJECT: 15231 DRAWN BY: ALS CHECKED BY: MRD DATE: 09/12/2016 REVISIONS: PRELIMINARY: NOT FOR CONSTRUCTION NORTH .Q A100 L V) L C E w J 0 M N Ln U U O J M L EXIST BRICK UNO EXIST BRICK NEW WINDOWS WEST ELEVATION MTL4 DOUBLE COPING 5 1/16" = V-0" 'ALL - NEW HIGV"� 128' - .O. WALL - .ERESTORY 12)0'- 0" kB LEVEL 2 114'- 0" T.O. SLAB 100' - 0" OP N M L.9 L.2 J•8 J.6 O O O O O O T.O. WALL - NEW MTL2 HIGH /128'-6" 7, EXIST L NEW BRICK EXIST BRICK MTL4 EXIST BRICK � MTL4� CURTAIN EXIST PRECAST BRICK MTL3 DOUBLE COPING SINGLE COPING SINGLE COPING WALL EAST ELEVATION 1/16" = V-0" O (4,6. 4.1' 9 O O O WALL EXIST BRICK UNO EXIST BRICK BR3 EXIST BRICK EXIST PRECAST EXIST CURTAIN WALL EXIST BRICK NEW WINDOWS MTL4 SINGLE COPING MTL4 DOUBLE COPING NORTH ELEVATION 1/16" = V-0" .O. WALL - .ERE STORY 120'- 0" \B LEVEL 2 OIL 114' - 0" T.O. SLAB 100' - 0" , 'ALL - NEW HIGH 128' - 6" .O. WALL - .ERESTORY 120' - 0" \B LEVEL 2 114' - 0" T.O. SLAB 100' - 0" MARTIN PEVZNER ENGINEERING 8o3o Old Cede- Ave. S Bloomington, MN 55425 Voice: 952-854-.r876 Fax: 952"854"r948 KRECH, O'BRIEN, � MUELLER & ASSOCIATES,NC. Architecture Structural Engineering Interior Design 6115 Cahill Avenue Inver Grove Heights Minnesota 55076 651.451.4605 fax 651 .451.0917 komainc@komainc.com THE DESIGNS AND PLANS INDICATED ON THIS DRAWING ARE THE PROPERTY OF KRECH, O'BRIEN, MUELLER & ASSOCIATES, INC. ALL RIGHTS ARE RESERVED. NO DESIGNS OF PLANS SHALL BE USED OR REPRODUCED IN ANY FORM OF BY ANY MEANS WITHOUT THE WRITTEN PREMISSION OF KRECH, O'BRIEN, MUELLER & ASSOCIATES, INC. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. Marc R. DuBois `" DATE: 09/12/2016 REG. NO.: 44898 (A EXTERIOR FINISH SCHEDULE LEGEND CODE ITEM MANUFACTURER MODEL LOCATION COMMENTS BR1 BRICK TBD TBD SEE ELEVATIONS RUNNING BOND BR2 BRICK TBD TBD SEE ELEVATIONS SOLDIER STACKED BR3 BRICK TBD TBD SEE ELEVATIONS RUNNING BOND BR4 BRICK TBD TBD SEE ELEVATIONS SOLDIER STACKED CMU1 CMU ANCHOR MUSHROOM SEE ELEVATIONS RUNNING BOND MTLl METAL PANEL TBD SILVER/GREY SEE ELEVATIONS VERTICAL PANEL MTL2 METAL PANEL TBD SILVER/GREY SEE ELEVATIONS VERTICAL RIBBED MTL3 METAL COPING TBD FOREST LAKE MAROON SEE ELEVATIONS �ZY MTL4 METAL COPING TBD J SEE ELEVATIONS J ST1 STONE ARRISCRAFT TBD SEE ELEVATIONS RUNNING BOND ST2 STONE TBD TBD SEE ELEVATIONS EXIST BRICK UNO EXIST BRICK NEW WINDOWS WEST ELEVATION MTL4 DOUBLE COPING 5 1/16" = V-0" 'ALL - NEW HIGV"� 128' - .O. WALL - .ERESTORY 12)0'- 0" kB LEVEL 2 114'- 0" T.O. SLAB 100' - 0" OP N M L.9 L.2 J•8 J.6 O O O O O O T.O. WALL - NEW MTL2 HIGH /128'-6" 7, EXIST L NEW BRICK EXIST BRICK MTL4 EXIST BRICK � MTL4� CURTAIN EXIST PRECAST BRICK MTL3 DOUBLE COPING SINGLE COPING SINGLE COPING WALL EAST ELEVATION 1/16" = V-0" O (4,6. 4.1' 9 O O O WALL EXIST BRICK UNO EXIST BRICK BR3 EXIST BRICK EXIST PRECAST EXIST CURTAIN WALL EXIST BRICK NEW WINDOWS MTL4 SINGLE COPING MTL4 DOUBLE COPING NORTH ELEVATION 1/16" = V-0" .O. WALL - .ERE STORY 120'- 0" \B LEVEL 2 OIL 114' - 0" T.O. SLAB 100' - 0" , 'ALL - NEW HIGH 128' - 6" .O. WALL - .ERESTORY 120' - 0" \B LEVEL 2 114' - 0" T.O. SLAB 100' - 0" MARTIN PEVZNER ENGINEERING 8o3o Old Cede- Ave. S Bloomington, MN 55425 Voice: 952-854-.r876 Fax: 952"854"r948 KRECH, O'BRIEN, � MUELLER & ASSOCIATES,NC. Architecture Structural Engineering Interior Design 6115 Cahill Avenue Inver Grove Heights Minnesota 55076 651.451.4605 fax 651 .451.0917 komainc@komainc.com THE DESIGNS AND PLANS INDICATED ON THIS DRAWING ARE THE PROPERTY OF KRECH, O'BRIEN, MUELLER & ASSOCIATES, INC. ALL RIGHTS ARE RESERVED. NO DESIGNS OF PLANS SHALL BE USED OR REPRODUCED IN ANY FORM OF BY ANY MEANS WITHOUT THE WRITTEN PREMISSION OF KRECH, O'BRIEN, MUELLER & ASSOCIATES, INC. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. Marc R. DuBois `" DATE: 09/12/2016 REG. NO.: 44898 (A z O H a W W a ce Z LLA O W W � WZ Ln LU W ce W �ZY J H Q J OHO W z j ^j Z PROJECT: 15231 DRAWN BY: ALS 3 !4 .1 4.6 CHECKED BY: MRD 1 2 3 5 DATE: 09/12/2016 A401 2 T.O. WALL -NEW A401 HIGH REVISIONS: 128'- 6" SOUTH ELEVATION 1/16" = V-0" EXIST BRICK UNO NEW WINDOWS REFER TO ENLARGED VIEWS MTL4 DOUBLE COPING T.O. WALL - CLERESTORY 120' - 0" .O. SLAB LEVEL 2 114' - 0" T.O. SLAB 100' - 0" PRELIMINARY: NOT FOR CONSTRUCTION A400 L U') L c a� E w J 0 c M N Ln U U O J N N M L Le ON 9'-0" 7'- 6" LED MESSAGE BOARD li LINO LAKES ELEMENTARY EXTERIOR FINISH SCHEDULE LEGEND CODE 725 MAIN ST FOREST LAKE. AREA SCHOOLS MODEL TBD LOCATION SEE ELEVATIONS COMMENTS RUNNING BOND BR1 BR2 TBD TBD SEE ELEVATIONS SOLDIER STACKED BR3 BRICK TBD TBD SEE ELEVATIONS RUNNING BOND BR4 BRICK TBD TBD SEE ELEVATIONS SOLDIER STACKED CMU1 CMU ANCHOR MUSHROOM SEE ELEVATIONS RUNNING BOND MTL1 METAL PANEL TBD SILVER/GREY SEE ELEVATIONS VERTICAL PANEL MTL2 METAL PANEL TBD SILVER/GREY SEE ELEVATIONS VERTICAL RIBBED MTL3 METAL COPING TBD FOREST LAKE MAROON SEE ELEVATIONS MTL4 METAL COPING TBD SEE ELEVATIONS Uj 1 1 STONE ARRISCRAFT TBD MONUMENT RUNNING BOND ST2 ISTONE TBD 1/4" = V-0" MONUMENT SIGN NOT TO SCALE EXIST COPING EXIST PRECAST T.O. WALL - NEW O1281-611 oHIGH 128' - 6" EXIST COPING EXIST BRICK BR2 BELOW BR2 BELOW BR4 BELOW BR4 BELOW BR4 BELOW BRICK BR4 BELOW BR4 BELOW BRICK BR4 BELOW ENLARGED SOUTH ELEVATION - OFFICE 1/4" = V-0" .O. WALL - ERESTORY 120' - 0" LR I F\/FI ') T.O. WALL AGE ADDT 112'- 8" SINGLE COPING TO MATCH EXIST PROFILE TRASH _OSURE . - GATE(S) T.O. SLAB 100' - 0" MARTIN PEVZNER ENGINEERING 8o3o Old Cede- Ave. S Bloomington, MN 55425 Voice: 952-854-.r876 Fax: 952" 54"194 KRECH, O'BRIEN, � MUELLER & ASSOCIATES,NC. Architecture Structural Engineering Interior Design 6115 Cahill Avenue Inver Grove Heights Minnesota 55076 651.451.4605 fax 651 .451.0917 komainc@komainc.com THE DESIGNS AND PLANS INDICATED ON THIS DRAWING ARE THE PROPERTY OF KRECH, O'BRIEN, MUELLER & ASSOCIATES, INC. ALL RIGHTS ARE RESERVED. NO DESIGNS OF PLANS SHALL BE USED OR REPRODUCED IN ANY FORM OF BY ANY MEANS WITHOUT THE WRITTEN PREMISSION OF KRECH, O'BRIEN, MUELLER & ASSOCIATES, INC. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. Marc R. DuBois `" DATE: 09/12/2016 REG. NO.: 44898 (Az EXTERIOR FINISH SCHEDULE LEGEND CODE ITEM BRICK BRICK MANUFACTURER TBD MODEL TBD LOCATION SEE ELEVATIONS COMMENTS RUNNING BOND BR1 BR2 TBD TBD SEE ELEVATIONS SOLDIER STACKED BR3 BRICK TBD TBD SEE ELEVATIONS RUNNING BOND BR4 BRICK TBD TBD SEE ELEVATIONS SOLDIER STACKED CMU1 CMU ANCHOR MUSHROOM SEE ELEVATIONS RUNNING BOND MTL1 METAL PANEL TBD SILVER/GREY SEE ELEVATIONS VERTICAL PANEL MTL2 METAL PANEL TBD SILVER/GREY SEE ELEVATIONS VERTICAL RIBBED MTL3 METAL COPING TBD FOREST LAKE MAROON SEE ELEVATIONS MTL4 METAL COPING TBD SEE ELEVATIONS Uj ST1 STONE ARRISCRAFT TBD SEE ELEVATIONS RUNNING BOND ST2 ISTONE TBD TBD SEE ELEVATIONS T.O. WALL - NEW O1281-611 oHIGH 128' - 6" EXIST COPING EXIST BRICK BR2 BELOW BR2 BELOW BR4 BELOW BR4 BELOW BR4 BELOW BRICK BR4 BELOW BR4 BELOW BRICK BR4 BELOW ENLARGED SOUTH ELEVATION - OFFICE 1/4" = V-0" .O. WALL - ERESTORY 120' - 0" LR I F\/FI ') T.O. WALL AGE ADDT 112'- 8" SINGLE COPING TO MATCH EXIST PROFILE TRASH _OSURE . - GATE(S) T.O. SLAB 100' - 0" MARTIN PEVZNER ENGINEERING 8o3o Old Cede- Ave. S Bloomington, MN 55425 Voice: 952-854-.r876 Fax: 952" 54"194 KRECH, O'BRIEN, � MUELLER & ASSOCIATES,NC. Architecture Structural Engineering Interior Design 6115 Cahill Avenue Inver Grove Heights Minnesota 55076 651.451.4605 fax 651 .451.0917 komainc@komainc.com THE DESIGNS AND PLANS INDICATED ON THIS DRAWING ARE THE PROPERTY OF KRECH, O'BRIEN, MUELLER & ASSOCIATES, INC. ALL RIGHTS ARE RESERVED. NO DESIGNS OF PLANS SHALL BE USED OR REPRODUCED IN ANY FORM OF BY ANY MEANS WITHOUT THE WRITTEN PREMISSION OF KRECH, O'BRIEN, MUELLER & ASSOCIATES, INC. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. Marc R. DuBois `" DATE: 09/12/2016 REG. NO.: 44898 ENLARGED SOUTH ELEVATION - MAIN ENTRY 1/4" = V-0" FIXED PANELS, DOORS BR2 BELOW T.O. SLA,R I F\/FI T.O. WALL STORAGE ADDT 112'- 8" T.O. SLAB OgL 100'_ 0" PROJECT: 15231 DRAWN BY: ALS CHECKED BY: MRD DATE: 09/12/2016 REVISIONS: PRELIMINARY: NOT FOR CONSTRUCTION A401 (Az O O O O 3.9114 1 4.1 4.5 4.6 a MTL4 Uj SINGLE COPING T,\k. I T.O. WALL -NEW HIGH MATCH EXIST PROFILE 128, 6" EXIST COPING W w/ li a MTL2 — EXIST PRECAST Z O MTL4 METAL LOUVER Ce W LnLn SINGLE COPING TO MATCH EXIST PROFILE O ■■� W J LV W Z T.O. WALL - (A MTL2 CLERESTORY 120' - 0" W LU � z LU MTL3 TRIPLE a J � a J COPING MTL1 O C MTL4 W zLn ~ N Z ~ DOUBLE COPING T!, KAAT!" MT DOUBLE COPING TO MATCH EXIST PROFILE J ^ J ENLARGED SOUTH ELEVATION - MAIN ENTRY 1/4" = V-0" FIXED PANELS, DOORS BR2 BELOW T.O. SLA,R I F\/FI T.O. WALL STORAGE ADDT 112'- 8" T.O. SLAB OgL 100'_ 0" PROJECT: 15231 DRAWN BY: ALS CHECKED BY: MRD DATE: 09/12/2016 REVISIONS: PRELIMINARY: NOT FOR CONSTRUCTION A401 PLANNING & ZONING BOARD AGENDA ITEM 5B STAFF ORIGINATOR: P & Z MEETING DATE REQUEST: CASE NUMBER: APPLICANT: REVIEW DEADLINE: Katie Larsen, City Planner October 12, 2016 PUBLIC HEARING Century Farm North 3rd Amendment to PUD PD2016-004 Gary M. Uhde 3157 Berwick Knoll Brooklyn Park, MN 55443 Jeff Morell 7880 Sunset Avenue Lino Lakes, MN 55014 Complete Application Date: September 19, 2016 Environmental Board Meeting: N/A Park Board Meeting: N/A Planning & Zoning Board Meeting: October 12, 2016 Tentative City Council Meeting: October 24, 2016 60 -Day Review Date: November 18, 2016 120 -Day Review Date: January 17, 2017 BACKGROUND Century Farm North is a residential Planned Unit Development (PUD) in northwest Lino Lakes and was approved in 2003. It includes a mix of housing styles including typical single family lots, single family airpark lots with hangars, single family detached townhomes (individual house lots located within a commonly owned yard lot) and attached townhomes. There have been six (6) final plats and two (2) PUD amendments to date. The first amendment allowed for the conversion of 16 single family detached townhomes to 16 single family lots. The second amendment expanded the preliminary plat boundary to include the Morell 1 acre parcel, realigned Robinson Drive and created new parcels. The proposed third PUD amendment is to allow for side yard setbacks of 7.5 feet on both sides of either the principal or accessory structures. This staff report is based on the following plan sets: • Revised CO, Title Sheet and PP, Preliminary Plat prepared by Plowe Engineering, Inc. dated September 19, 2016 • Buildable Area Exhibit prepared by Plowe Engineering, Inc. dated September 19, 2016 • House Plans (Cheyenne, Freeport, Holland) prepared by Capstone Homes dated August 31, 2016 ANAT,VCTC The PUD Final Plan/Final Plat of Century Farm North 6th Addition was approved in June 2016 by Resolution No. 16-43. The plat contains 29 single family lots. The current side yards setbacks are 10 feet from the principal building (house) and 5 feet from the accessory building (garage). The 5 foot accessory setback does not allow for any principal structure above or behind the accessory structure. Capstone Homes is the builder of the remaining 29 single family lots. They are proposing several different house plans (e.g. Cheyenne, Freeport and Holland). Each house plan has a portion of the principal structure (house) behind the accessory structure (garage). This would require 10 foot side yard setbacks on both sides. The lot widths in Century Farm North 6th Addition vary from 60 to 82 feet wide. The proposed house plans vary from 40 to 50 feet wide. By allowing a side yard setback of 7.5 feet on both sides, a wider variety of marketable housing products would be available for construction while still maintaining a minimum of 15 feet separation between houses. W House Plan House Width Side Setback in. Main Floor (7.5+7.5) Width Area Cheyenne I 47 feet 15 feet 62 1,401 s.£ Cheyenne Il 45 feet 15 feet 60 1,600 s.£ Holland I 50 feet 15 feet 65 1,426 s.f. Holland II 50 feet 15 feet 65 1,582 s.f. Freeport 40 feet 15 feet 55 1,465 s.f. W Zoning Requirements and Standards The PUD allows for flexibility from the strict standards of the zoning ordinance. Unless otherwise stated in the PUD resolutions, the regulations and performance standards of the zoning ordinance and R-2 Two Family Residential District will be in effect. Per Section 1007.042(5)(b)Le, air conditioning equipment must be 10 feet from any side lot line. No encroachment shall be permitted in the drainage and utility easement. The house plans show the air conditioning units on the side of the house but in many cases, the units will need to be in the rear yards. R-2 District Required Proposed Min. Lot Size (sq. ft.) 7,500 Ave. 8,060 Min. Lot Width (feet) Interior Lot 60 60 to 69 Corner Lot 80 Varying 80+' Min. Lot Depth (feet) 125 130 to 131.81 Building Setback (feet) -From Streets - Local Street 25 25 Collector or Arterial 40 40 -Rear- Principal 25 25 Accessory 5 5 -Side- Principal 10 7.5 Accessory 5 7.5 Buffer 15' if side or rear lot abuts collector or arterial street Required Per Section 1007.042(5)(b)Le, air conditioning equipment must be 10 feet from any side lot line. No encroachment shall be permitted in the drainage and utility easement. The house plans show the air conditioning units on the side of the house but in many cases, the units will need to be in the rear yards. Each lot must be able to provide for a minimum 10'x10' deck if the house plan shows a main floor patio door. The certificate of survey submitted with the building permit shall show the location of a future deck to verify compliance. Building Design Standards Per Council Resolution No. 14-43 and Development Agreement & Planned Unit Development Agreement dated June 22, 2016, the following criteria regarding garages and front porches shall apply: a. All single family dwellings shall have a minimum double garage. b. All single family dwellings shall include a front porch or stoop that is covered, unenclosed and a minimum of 3 feet in depth. c. All single family dwelling and garage elevations shall include a variation in exterior building materials such as brick, stone, rock face, concrete block, wood, stucco, vinyl, steel, fiber cement and aluminum siding. d. Side or rear loaded garages are permitted. The elevation facing the street shall require a minimum of one (1) window. e. The garage doors shall incorporate architectural design features such as decorative windows, panels, hinges, etc. f. Garages in excess of two stalls shall be broken up so the additional stalls are recessed from the main garage fagade. g. Garage width does not exceed 32 feet. RECOMMENDATION The City Engineer provided a comment letter dated October 5, 2016 stating they had no issues with the proposed side yard setbacks. Staff recommends approval of the third PUD amendment to Century Farm North to allow for side yard setbacks of 7.5 feet on both sides of either the principal or accessory structures subject to the following conditions: 1. Each lot must be able to provide for a minimum 10'x10' deck if the house plan shows a main floor patio door. The certificate of survey submitted with the building permit shall show the location of a future deck to verify compliance. 2. Corner lots shall meet the required building setbacks from both streets. 2 ATTACHMENTS 1. Site Location Map 2. City Engineer letter dated October 5, 2016 3. House Plans 4. Buildable Area Exhibit 5. Preliminary Plat WSB ® Building a legacy — your legacy. Memorandum To: Katie Larsen, City Planner From: Diane Hankee PE, City Engineer Date: October 5, 2016 Re: Century Farms North 6rh Addition Building Setback Review WSB Project No. 2029-890 701 Xenia Avenue South Suite 300 Minneapolis, MN 55416 Tel: 763-541-4800 Fax: 763-541-1700 WSB and Associates, Inc. has been asked to review the potential revision of the approved building setbacks in the Century Farms North 6th Addition Planned Unit Development (10 feet house side, 5 feet garage side). The intended house models have habitable area projected directly behind the garage. These floor plans would encroach on the approved garage side yard setback of 5 feet. The builder has proposed a 7.5 foot side yard setback be applied to both side yard lot lines. We offer the following comments: 1. The project has very minimal grade changes between house pads. The slight shift of building sites will not affect grading or general drainage patterns of the platted lots. 2. Setbacks on lots with 10 foot drainage and utility easements will not be revised. It is our opinion that the proposed revision of the side yard setbacks in the Century Farms North 6th Addition Planned Unit Development does not adversely affect the project and is acceptable. If you have any questions regarding these comments, please contact Diane Hankee at (651) 982- 2430 or diane.hankee@ci.lino-lakes.mn.us. Equal Opportunity Employer wsbeng.com ****** COPYRIGHT NOTE ****** ALL RIGHTS RESERVED ©2016, CAPSTONE HOMES, INC. NO UNAUTHORIZED REPRODUCTION WITHOUT WRITTEN CONSENT OF THE DESIGNER. THIS PLAN IS FOR THE CONSTRUCTION OF ONE FINISHED PROJECT. THESE DOCUMENTS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER. NOR ARE THEY TO BE ASSIGNED TO ANY OTHER THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF THE DESIGNER. ANY OTHER USE OF THIS MUST CONSTITUTE A REUSE LICENSE. I {SOLID BLOCK RAFTERS e MAX. OF 24" O.C. O IF THE "CHEYENNE 1ww (ELEVATION B) -9_ 1- _ _y 'ALL OVERHEAD DOORS SHALL BE l 1 u ` 4--1 1 1 4-- 4--1 RATED TO WITHSTAND A SO MPH —�— 4 —�— —�— —�— 4 —�— WIND SPEED ARTIST CONCEPT: THIS CONCEPT WAS CREATED *ADDRESS NUMBERS REQUIRED AS SHOWN FOR ILLUSTRATIVE PURPOSES ONLY TO BE DISPLAYED AT ALL AND MAY NOT REPRESENT THE ACTUAL PRODUCT. TIMES DURING CONSTRUCTION 1 1/4" VINYL LAP—/ SIDING 2'-0 I1 1/4 LEFT ELEVATION 1/8" = I' -o" m •PROVIDE (3) ROOF VENTS 240" ASPHALT SHINGLES J� Il 1/4"VINYL LAPD SIDING STONE VENEER (w/ WALKOUT OPTION) INswill mnnm mnnmiiin ,nnnmiiin 4 - * STEEL PANEL GARAGE DOORS `� * STONE VENEER PER ELEVATIONS * VINYL LAF SIDING a ALL SIDES � * VINYL SHAKE SIDING a FRONT ONLY * WINDOW GRIDS a FRONT ONLY * NO GABLE END RETURNS FRONT ELEVATION 1/'i = 11_nll am Ydi[L I Ydi[L —o II®: Eggs _, , —' , , , , , , "- s "- , "- s "- , "- s "- , "- s "- , "- s "- s , -L -L ARTIST CONCEPT: THIS CONCEPT WAS CREATED *ADDRESS NUMBERS REQUIRED AS SHOWN FOR ILLUSTRATIVE PURPOSES ONLY TO BE DISPLAYED AT ALL AND MAY NOT REPRESENT THE ACTUAL PRODUCT. TIMES DURING CONSTRUCTION 1 1/4" VINYL LAP—/ SIDING 2'-0 I1 1/4 LEFT ELEVATION 1/8" = I' -o" m •PROVIDE (3) ROOF VENTS 240" ASPHALT SHINGLES J� Il 1/4"VINYL LAPD SIDING STONE VENEER (w/ WALKOUT OPTION) INswill mnnm mnnmiiin ,nnnmiiin 4 - * STEEL PANEL GARAGE DOORS `� * STONE VENEER PER ELEVATIONS * VINYL LAF SIDING a ALL SIDES � * VINYL SHAKE SIDING a FRONT ONLY * WINDOW GRIDS a FRONT ONLY * NO GABLE END RETURNS FRONT ELEVATION 1/'i = 11_nll am Ydi[L I Ydi[L —o II®: Eggs THIS IS A (5) COURSE SPLIT ENTRY WITH A WALKOUT FOUNDATION. 1/8" = i' -O" (w/ WALKOUT OPTION) 4. REAR ELEVATION APPROVAL: �N Ju- 0 UJ mV Lu w v z Z t O Z u y LU U z WAIVER 1- O 0 J �o W 2 d'F trwD O C w W y .•0 4 4 2 =zoo'Lyao�od W J a g W F Vl W F 1 LOU) %635Y1OC�l%ww yvwf>GFJBOl4-wF Z= W 2 3 a W w 1 w � F W W W y" p� p j p LL C 30 W O O y V m Z H N O wyu416 old I w W 0 .J Y w01- 4Ix 02!2z C0 I>il�uvai ou DATE: AUG' 31, 16 1401 V Z 0 d E m � E EoM oww O Q �aN o o M n = =oZ Ice cN. W h R0. cZ H W r. N a O >>iOW.�R � NWSt� v CL °Com 3 V OIwn ro VJ s u m o O z u J #1411�o Pg. 1 Of •- , M- , "- s "- , "- s "- , "- s "- , "- s "- , "- s "- s -L -L M- s THIS IS A (5) COURSE SPLIT ENTRY WITH A WALKOUT FOUNDATION. 1/8" = i' -O" (w/ WALKOUT OPTION) 4. REAR ELEVATION APPROVAL: �N Ju- 0 UJ mV Lu w v z Z t O Z u y LU U z WAIVER 1- O 0 J �o W 2 d'F trwD O C w W y .•0 4 4 2 =zoo'Lyao�od W J a g W F Vl W F 1 LOU) %635Y1OC�l%ww yvwf>GFJBOl4-wF Z= W 2 3 a W w 1 w � F W W W y" p� p j p LL C 30 W O O y V m Z H N O wyu416 old I w W 0 .J Y w01- 4Ix 02!2z C0 I>il�uvai ou DATE: AUG' 31, 16 1401 V Z 0 d E m � E EoM oww O Q �aN o o M n = =oZ Ice cN. W h R0. cZ H W r. N a O >>iOW.�R � NWSt� v CL °Com 3 V OIwn ro VJ s u m o O z u J #1411�o Pg. 1 Of NOTES: "WINDSOR" WINDOWS SHOWN 2" x 6" STUDS 0 16" O.C. • ALL BEARING HEADERS TO BE (2) 2 x 10 UNLESS OTHERWISE NOTED. ALL 9 1/2" M.L. HEADERS TO BE LSL TIMBERSTRAND WMEM0 = INDICATES (3) 2x STUDS UNLESS OTHERWISE NOTED 47'-0" WINDOW AND PATIO DOOR LIST WINDOWS/ PATIO DOORS ROUGH OPENING STC. U 3ro42 - 2 6'-O 1/2" x 3'-(o 1/2" 30 .28 5442 S/B 4'-6 1/2" x 3'-ro 1/2" 30 .28 LOWER FLOOR PLAN B 1/411 = V-011 (w/ WALKOUT OPTION) FOUNDATION NOTES: (TOP COURSE FILLED SOLID) *ALL FOOTINGS:* (FTG. RATED @ 5000 PSI) SEE NOTE #2 ON PAGE 5 OF 6 - CONST. NOTES F A] 5 1/2 c 12" CONCRETE BLOCK 20 x 8 CONCRETE FOOTING 1 1/2 c 8" CONCRETE BLOCK FB 4 c 12" CONCRETE BLOCK 20 x 8 CONCRETE FOOTING 2 1/2 c 8" CONCRETE BLOCK `' 3 c 12" CONCRETE BLOCK 20 x 8 CONCRETE FOOTING _-] 2 x 6 STUDS 16" o.c. D 5 c 12" CONCRETE BLOCK 20 x 8 CONCRETE FOOTING a2 x 6 STUDS 16" o.c. 1 c 8" CONCRETE BLOCK 4 c 12" CONCRETE BLOCK 20 x 8 CONCRETE FOOTING _—]2 x 6 STUDS 16" o.c. E2 2 c 8" CONCRETE BLOCK 3 c 12" CONCRETE BLOCK 20 x 8 CONCRETE FOOTING 2 x 6 STUDS 16" o.c. FF 1 c 6" HALF - HIGH 5 c 12" CONCRETE BLOCK 20 x 8 CONCRETE FOOTING ©c 12" CONCRETE BLOCK 20 x 8 CONCRETE FOOTING 1 c 6" CONCRETE BLOCK FH 4 c 8" CONCRETE BLOCK 20 x 8 CONCRETE FOOTING 1 c 6" CONCRETE BLOCK 4 c 12" CONCRETE BLOCK 20 x 8 CONCRETE FOOTING 2 x 4 STUDS 16" o.c. J 1 c 4" HALF -HIGH 20 x 8 CONCRETE FOOTING _-]F2 x 6 STUDS 16" o.c. K w/ MID -SPAN BLOCKING 1 c 6" HALF - HIGH 20 x 8 CONCRETE FOOTING FL 1 (3) 2 x 4 STUDS 30 x 30 x 12 CONC. PAD Fm__1 2 x 6 STUDS 30 30 x 30 x 12 CONC. PAD 3/4" FOIL - BACKED FOAM INSULATION (R - 5.0) 3/4" FOIL - BACKED FOAM O INSULATION (R - 5.0) 2 x4 STUDS 24" o.c. 2" RIGID FOAM INSUL. P (R - 10.0) (ON EXTERIOR CONCRETE BLK. WALLS) MECHANICAL SPECS.: FURNACE - BRYANT 912SB36060 * w/ PROGRAMMABLE THERMOSTAT* NAT. GAS W. HEATER- A. O. SMITH ENT50202172S19 ELECTRIC AIR COND. - BRYANT BA13NA024 ELECTRIC #1411(o Pg. 2 of (o HALF WALLS W/ WOOD CAP Y e- EXT. S 3 K u WINDOW AND PATIO DOOR LIST WINDOWS/ PATIO DOORS ROUGH OPENING STC, U •w/ FALL PROTECTION- 6 -O 1/2" x 5'-0 1/2" 30 .28 54425/5 4'-6 1/2" x 3'-6 1/2" 30 .28 3(o42815 3'-0 1/2" x 3'-6 1/2" 30 .28 3' DR. w/ SIDELITE 54 1/2" x 82 1/2" 30 .26 6068 OX 6'-O 1/2" x 6'-8 1/2" 30 .28 MAIN FLOOR PLAN B iaoi° 1/411 = 11-011 NOTES: • "WINDSOR" WINDOWS SHOWN 8' - 1 1/8" PLATE HEIGHT THIS ENTIRE TOP LEVEL * FRAME ALL EXT. WALLS w/ 2" x 6" STUDS ^ 16" O.C. * B' - 0 3/4" PLATE HEIGHT w FOYER LEVEL (SEE SECTION PAGE 4 OF 5) 8' - 1 1/8" PLATE HEIGHT FROM FOYER FLOOR TO TOP OF GARAGE WALLS * ALL BEARING HEADERS TO BE (2) 2 x 10 UNLESS OTHERWISE NOTED. ALL 9 1/2" M.L. HEADERS TO BE LSL TIMBERSTRAND * omommO o INDICATES (3) 2x STUDS UNLE58 OTHERWISE NOTED BRACED WALLS: SEE CONST. NOTES ON PAGE 5 OF 6) #1'411(0 Pg.3 of (0 THE "CHEYENNE II" -SOLID BLOCK RAFTERS a MAX. OF 24" O.G. LEFT ELEVATION 1/8" = 1'-o" (w/ WALKOUT OPTION) (ELEVATION C) * WINDOW GRIDS a FRONT ONLY * NO RETURNS ON ANY GA5LES ONT EL TION -ADDRESS NUMBERS REQUIRED TO BE DISPLAYED AT ALL TIMES DURING CONSTRUCTION REAR ELEVATION 1/8 = V-0" RIGHT -y ' -w -w ' A- -y -L- -y ' -y ' -w viii M J " t M ! " J " J " t M 1 -, 1 4 y , 1 1 A- 4 4 " 4 " y 1 1 -Y 1 -Y 1 -11 1 -11 1 -Y 1 -Y 1 -11 1 -Y 1 -Y 1 -V -Y 17,-t! _ 4 " J " 4 " J " 4 " LEFT ELEVATION 1/8" = 1'-o" (w/ WALKOUT OPTION) (ELEVATION C) * WINDOW GRIDS a FRONT ONLY * NO RETURNS ON ANY GA5LES ONT EL TION -ADDRESS NUMBERS REQUIRED TO BE DISPLAYED AT ALL TIMES DURING CONSTRUCTION REAR ELEVATION 1/8 = V-0" RIGHT viii M J " t M ! " J " J " t M 1 -, 1 A 1 -L- 1 , 1 -t- 1 1 A- -BLOCK PATIO DOOR TO MAXIMUM OF 4" - (w/ WALKOUT OPTION) ELEVATION v8" = I' -o" (w/ WALKOUT OPTION) ARTIST CONCEPT: THIS CONCEPT WAS CREATED AS SHOWN FOR ILLUSTRATIVE PURPOSES ONLY AND MAY NOT REPRESENT THE ACTUAL PRODUCT. viii -BILI AN ANI NOTES: • "WINDSOR" WINDOWS SHOWN ALL BEARING: HEADERS TO BE (2) 2 x 10 UNLESS OTHERWISE NOTED. ALL 9 1/2" M.L. HEADERS TO BE LSL TIMBERSTRAND . ONDINEW = INDICATES (3) 2x STUDS UNLESS OTHERWISE NOTED dr,'_n" WINDOW AND PATIO DOOR LIST WINDOWS/ PATIO DOORS ROUGH OPENING STC, U 3042 - 2 &'-0 1/2" x 3'-�o 1/2" 30 .2& 3/4" FOIL - BACKED FOAM INSULATION (R - 5.0) 5442 S/B 4'-6 1/2" x 3'-6 1/2" 30 .25 60ro8 OX 6'-O 1/2" x 6'-5 1/2" 30 .25 LOWER FLOOR PLAN C 1/4 11= 11-011 LOWER FLOOR FINIS -I: 1193 (w/ WALKOUT OPTION) � BE O.C. >EA1" 1S• FOUNDATION NOTES: (TOP COURSE FILLED SOLID) *ALL FOOTINGS:* (FTG. RATED @ 5000 PSI)* (SEE NOTE #2 ON PAGE 5 OF 6 - CONST. NOTES) F A] 5 1/2 c 12" CONCRETE BLOCK 20 x 8 CONCRETE FOOTING _–] 1 1/2 c 8" CONCRETE BLOCK B 4 c 12" CONCRETE BLOCK 20 x 8 CONCRETE FOOTING c 8" CONCRETE BLOCK c 12" CONCRETE BLOCK 20 x 8 CONCRETE FOOTING 2 x 6 STUDS 16" o.c. D 5 c 12" CONCRETE BLOCK 20 x 8 CONCRETE FOOTING _–] 2 x 6 STUDS 16" o.c. E 1 c 8" CONCRETE BLOCK 4 c 12" CONCRETE BLOCK 20 x 8 CONCRETE FOOTING 2 x 6 STUDS 16" o.c. F F] 1 c 6" HALF - HIGH 5 c 12" CONCRETE BLOCK 20 x 8 CONCRETE FOOTING F _G1 7 c 8" CONCRETE BLOCK 16 x 8 CONCRETE FOOTING 1 c 6" CONCRETE BLOCK H 4 c 8" CONCRETE BLOCK 20 x 8 CONCRETE FOOTING 1 c 6" CONCRETE BLOCK F 1-1 4 c 12" CONCRETE BLOCK 20 x 8 CONCRETE FOOTING 2 x 4 STUDS 16" o.c. Fj__1 1 c 4" HALF - HIGH 20 x 8 CONCRETE FOOTING 2 x 6 STUDS 16" o.c. K w/ MID -SPAN BLOCKING 1 c 6" HALF - HIGH 20 x 8 CONCRETE FOOTING F—L 2 x 4 STUDS 30 x 30 x 12 CONC. PAD 30 Fm__1 2 x 6 STUDS 30 30 x 30 x 12 CONC. PAD 3/4" FOIL - BACKED FOAM INSULATION (R - 5.0) 3/4" FOIL - BACKED FOAM O INSUL.(R - 5.0)(INSIDE) 2 x 4 STUDS 24" o.c. 2" RIGID FOAM INSUL. P (R - 10.0) (ON EXTERIOR CONCRETE BLK. WALLS) MECHANICAL SPECS: FURNACE- BRYANT 912SB36060 * w/ PROGRAMMABLE THERMOSTAT* NAT. GAS W. HEATER- A. O. SMITH ENT50202172S19 ELECTRIC AIR COND. - BRYANT BA13NA024 ELECTRIC #1451�o Pg. 2 of 2 x 6 EXT. WALLS ---, v mki 2 x 4 HALF WALL UJINDOUJ AND PATIO DOOR LIST ol 11'-O" 11'-O" 1O'_.4" 12'-8" WINDOWS/ PATIO DOORS ROUGH OPENING STC, U 3660 - 2 *w/ FALL PROTECTION* 6'-O 1/2" x 5'-0 1/2" 30 .28 6042 S/B 5'-0 1/2" x 3'-6 1/2" 30 .28 5442 S/B 4'-6 1/2" x 3'-6 1/2" 30 .28 3642 S/B 3'-0 1/2" x 3'-6 1/2" 30 .28 2'-0" 5418 TRANSOM 54 1/2" x 18 1/2" 30 .26 6068 XO 6'-O 1/2" x 6'-8 1/2" 1 30 1 28 3' DOOR w/ SIDELITE 54 1/2" x 82 1/2" 1 30 .28 Ar-'_^" 11411 _ 11-011 NOTES: * "WINDSOR" WINDOWS SHOWN * 0'- 1 1/8" PLATE HEIGHT THIS ENTIRE TOP LEVEL • FRAME ALL EXTERIOR WALLS w/ 2" x 6" STUDS 9 16" c.c. * 10' - II 3/4" PLATE HEIGHT m FOYER (SEE SECTION PAGE 4 OF 5) 8' - 1 1/S" PLATE HEIGHT FROM FOYER FLOOR TO TOP OF GARAGE WALLS ALL BEARING HEADERS TO BE (2) 2 x 10 UNLESS OTHERWISE NOTED. ALL 9 1/2" M.L. HEADERS TO BE LSL TIMBERSTRAND = INDICATES (3) 2x STUDS UNLESS OTHERWISE NOTED BRACED WALLS: A,B,C, 4 D (SEE CONST. NOTES ON PAGE 5 OF 6) ALL EXTERIOR GARAGE WALLS TO BE 2 x 4 STUDS Q 16" O.G. EXCEPT FRONT WALLS (2 x (o STUDS) #1'4r✓ -1(o Pg. 3 of ro ol 11'-O" 11'-O" 1O'_.4" 12'-8" 01 CAN'T, 5 _9 SET BOTTOM 5'-2" 5'-2" 6 --CAN'T, CAN'T. FLOOR OF KIT. WDW, 70, itFLOOR 2'-0" 6068 XO 44" OFF FLOOR 5442 S/B/� 5442 5/15A 2'-0" 7 3642.51e A p zz A 7 O z N U O Ci A N U D.W, SINK DINING KITCHEN o BEDROOM #2 BEDROOM #3 *VAULTED• tll p *VAULTED* R g O N Xul w w - 'J - F- w/ MICRO j cA > ' y Lp IL csJ IY i v U U LL O 13 O REF'R. - (TO S/R) 5' x 2' 6'-10" 3'-6° 3'-6" - �EL. S.D, EL. S.D. ISLAND w/ 12" FRAMED N ^ SNACK BAR PANTRY u� �, - 4'0" B.F. N N `'------------------------- SHELF d ROD (101 1/4" L) ' FLOOR LINE 2'-5�s" 4'0" B.F, 2'6" 2'6" WALLS SHELF d ROD (101 1/4" L) LLI } -- },-r------- - -,- ---------------- pp— SH 8 ROD (11 1/2" L) "� N w I.C. ; N �► A O OF VAULT VAULT FLAT P2" x 38" O PLANT - EL. S.D. I ATTIC I d)' d) 2'4" LEDGE .�CCESSI `L HALF WALLS ABOVE 3'-4 2'_0" 4'-4 EL. S.D. w/ WOOD CAP 2'4" O 2'6" - - Z 7 48" 6i "9'-41 C o N �' X0�6 MASTER SUITE HALF WALLS BR (31 1/2" SHW'R. C'' w/ WOOD CAP O 2 x 6 WALL r 0 x - O LIVINC� ROOM DOWN B,4T O 13 9 R1S. •VAULTED• 1 RIS. 48" 54' o � 15'-0.1 iv 3'_6 3'_6" CIA5'-4i�' 2'-O" 3'-5%2° 12'-2" co r Q (3) 1 3/4" x 11 1/8" TUB/SHOWER A HDR. (FLUSH) 3 Z N A GIRDER TRUSS COMBO UNIT J (2) 2 x 6 3'-O° B S B METAL FIRED P.A. D �q) 1'-O„ FO`r'ER DOOR w/ A 3660 - 2 O A STEPS *w/ FALL PROTECTION- O CAN'T. *10' -Il 3/4" p 1411 FLOOR CL'G HT.* 4 -O" 23'-8" A GAIRAGE 3'O" 5/4 x 6 CEDAR DECKING 4" CONCRETE FLOOR �W/ 6x6 10/10 WWM. 1668 SIDELITE CAN'T. FLOOR AS REQ'D. - �� O I O (2) 2' x all -1 N HEADER I A-----------, ROOF TRUSSES N STEPS TO GRADE 24"O/C. (OVER) 1 5-0 x 1-0 O.H. 1 6" x 6" TRT'D 1 STEEL PANEL 1 - d POST INSIDE � _ ----------1 GARAGE DOOR 1 � 12" CEDAR Q 16-0 x 1-0 O.H. STEEL I I I PLYWOOD I �t PANEL GARAGE DOOR I I I I COLUMNI 4' SIDEWALK I I I 2 x 6 I I I W04LLS I IA w/-5415 TRANSOM I 1 (2) 1 3/4" x S 1/2" 1 WINDOW (ABOVE) I c A (2) 1 3/4" x 11 1/8" O V C N 4 -O' 1'-6 8'-O 1'-6 2-10 16'-O 8'-O if -O"6 1 -0" 18'-O" 1 -O" 1 -O" 10'-O" 'O 11'-O" 28'-0" 45-O" MAIN FLOOR FLAN G 11411 _ 11-011 NOTES: * "WINDSOR" WINDOWS SHOWN * 0'- 1 1/8" PLATE HEIGHT THIS ENTIRE TOP LEVEL • FRAME ALL EXTERIOR WALLS w/ 2" x 6" STUDS 9 16" c.c. * 10' - II 3/4" PLATE HEIGHT m FOYER (SEE SECTION PAGE 4 OF 5) 8' - 1 1/S" PLATE HEIGHT FROM FOYER FLOOR TO TOP OF GARAGE WALLS ALL BEARING HEADERS TO BE (2) 2 x 10 UNLESS OTHERWISE NOTED. ALL 9 1/2" M.L. HEADERS TO BE LSL TIMBERSTRAND = INDICATES (3) 2x STUDS UNLESS OTHERWISE NOTED BRACED WALLS: A,B,C, 4 D (SEE CONST. NOTES ON PAGE 5 OF 6) ALL EXTERIOR GARAGE WALLS TO BE 2 x 4 STUDS Q 16" O.G. EXCEPT FRONT WALLS (2 x (o STUDS) #1'4r✓ -1(o Pg. 3 of ro THE "HOLLAND" ARTIST CONCEPT: THIS CONCEPT WAS CREATED AS SHOWN FOR ILLUSTRATIVE PURPOSES ONLY AND MAY NOT REPRESENT THE ACTUAL PRODUCT. ADDRESS NUMBERS REQUIRED TO BE DISPLAYED AT ALL ONSTRUCTION LEFT ELEVATION 1/5L' = 1'-o" (w/ WALKOUT OPTION) ****** COPYRIGHT NOTE ****** Fil F11 ARTIST CONCEPT: THIS CONCEPT WAS CREATED AS SHOWN FOR ILLUSTRATIVE PURPOSES ONLY AND MAY NOT REPRESENT THE ACTUAL PRODUCT. ADDRESS NUMBERS REQUIRED TO BE DISPLAYED AT ALL ONSTRUCTION LEFT ELEVATION 1/5L' = 1'-o" (w/ WALKOUT OPTION) ****** COPYRIGHT NOTE ****** ALL RIGHTS RESERVED 02016, CAPSTONE HOMES, INC. Z NO UNAUTHORIZED REPRODUCTION WITHOUT WRITTEN A) CONSENT THE DESIGNER. THIS PLAN IS FOR THE (ELEVATION ON OF ONE FINISHED PROJECT. THESE CONSTRUCTION 0 DOCUMENTS ARE NOT TO BE REPRODUCED, CHANGED, SO MPH OR COPIED IN ANY FORM OR MANNER. NOR ARE THEY -` i TO BE ASSIGNED TO ANY OTHER THIRD PARTY WITHOUT -` A FIRST OBTAINING THE WRITTEN PERMISSION AND i a CONSENT OF THE DESIGNER. ANY OTHER USE OF THIS O M MUST CONSTITUTE A REUSE LICENSE. - t » M J M ! M ! » M J M t M ! » i M ! M ! U. W Z I- M W `. la C. -4— LL, Q■ ULM- 49 L6 cc LL, U. 3 0 T 4 _L � _L 4 _L 4 _L 1 µ J w J w 4 I i _L { w- { L w- { ar { L 4- L w- { 4- w- { w- { _ ar 4— 1 4 _ 4— --L 4 --L J 1 J _ --L 4_ --L 1 1 1 1 1 1 1 1 1 1 1 L d d d d d d d ARTIST CONCEPT: THIS CONCEPT WAS CREATED AS SHOWN FOR ILLUSTRATIVE PURPOSES ONLY AND MAY NOT REPRESENT THE ACTUAL PRODUCT. ADDRESS NUMBERS REQUIRED TO BE DISPLAYED AT ALL ONSTRUCTION LEFT ELEVATION 1/5L' = 1'-o" (w/ WALKOUT OPTION) FRONT ELEVATION 1/411 _ 11_O11 THIS IS A (5) COURSE SPLIT ENTRY WITH A WALKOUT FOUNDATION. 12 VENEER SII 1/4" 6 *PROVIDE l6) ROOF VENTS, 2400 ASPHALT SHINGLES 1� I -O VINYL LAP SIDING VINYL LAP SIDING:-,,lil, 6 REAR ELEVATION 1/8" = 1' -oil Ml (w/ WALKOUT OPTION) SHALL BE ****** COPYRIGHT NOTE ****** ALL RIGHTS RESERVED 02016, CAPSTONE HOMES, INC. Z NO UNAUTHORIZED REPRODUCTION WITHOUT WRITTEN A) CONSENT THE DESIGNER. THIS PLAN IS FOR THE (ELEVATION ON OF ONE FINISHED PROJECT. THESE CONSTRUCTION 0 DOCUMENTS ARE NOT TO BE REPRODUCED, CHANGED, SO MPH OR COPIED IN ANY FORM OR MANNER. NOR ARE THEY -` i TO BE ASSIGNED TO ANY OTHER THIRD PARTY WITHOUT -` A FIRST OBTAINING THE WRITTEN PERMISSION AND i a CONSENT OF THE DESIGNER. ANY OTHER USE OF THIS O M MUST CONSTITUTE A REUSE LICENSE. FRONT ELEVATION 1/411 _ 11_O11 THIS IS A (5) COURSE SPLIT ENTRY WITH A WALKOUT FOUNDATION. 12 VENEER SII 1/4" 6 *PROVIDE l6) ROOF VENTS, 2400 ASPHALT SHINGLES 1� I -O VINYL LAP SIDING VINYL LAP SIDING:-,,lil, 6 REAR ELEVATION 1/8" = 1' -oil Ml (w/ WALKOUT OPTION) SHALL BE Z Z E 0 o SO MPH 0 -` i -` � -` A -` 1 i a O M y O a i a N c O Z W 01 p Ih n > h = 40 = U. W Z I- M W `. la C. LL, Q■ in C 49 L6 cc LL, U. 3 0 T 1 µ J w J w 4 I i _L { w- { L w- { ar { L 4- L w- { 4- w- { w- { _ ar ROOF VENTS 12 'PROVIDE (2) 6 12 PROVIDE (2) ROOF VENTS Ii 1/4"-'11 1/4" O VINYL LAP A 2 -O SIDINCs VINYL LAP 2-0 SIDING--\ CAN'T STONE VENEER 11 I/4" (w/ WALKOUT OPTION) RIGHT ELEVATION -BLOCK PATIO DOOR TO MAXIMUM OF 4"x e=PCnv111 . n� (P Lu U JJIS F m uj 7 Lu LU v W I a~ _ z WAIVER I- 0 0 j O W Z ¢OCF Ir W 0 120: °aai W j a g W H N W F w w N O C W W a W p- J w y 0 F _= W a 3 Q W W= a 2 fI-W W Wy60W 0 �d'ZF W %z4;mO N H W W Cl 40 ;izmzW= O O N W W 1: J Y ■Bi4BZ0 CC33 O w00H 00 h Z Z E 0 o 0 d m H E O M y O a i a N c O Z W 01 p Ih n > h = 40 = U. W Z I- M W `. la C. DATE: AUG. 26, I rD 245ro " ■ v Z E o 0 d m � E O M y O a i a N c O Z Z 01 p Ih n > h = 40 = U. W Z I- M W `. la C. LL, Q■ in C 49 L6 cc LL, U. 3 0 T Pg. 1 Of & 6' x 4' CONC, PAD 48 -O" _ 2'-0" CANT, FLOOR 2'-0" •SILL PLATES REQUIRED TO BE ANCHORED AT MAX, 6 Ft, 0,C, 25'" 6'-3" AND WITHIN 12" OF END/SEAMS -4AS REQT), _—�_____ t___ STEP BLK. 4 FTGS, 54425/6 6068 XO 5442 S/B -----------------__-___\.....!...........---------- --------------- - -- 0 s N -,-----------------------------ir---------------- ---------------------- ---- (2) 1 3/4" x S 1/2" DI I I I O FINISH P FAMILY ROOM SILLCOCK uj WINDOW AND PATIO DOOR LIST (2) 2 x 10 HDR,(FLUSH) O �t O U 3642 - 2 6'-O 1/2" x 3'-6 1/2" 30 28 54425/5 4'-6 1/2" x 3'-6 1/2" 30 .28 6068 XO 6'-O 1/2" x 6'-8 1/2" 30 N 3 c 12" CONCRETE BLOCK I 20 x 8 CONCRETE FOOTING F 2 x 6 STUDS 16" o.c. 1 c 6" HALF -HIGH co I 5 c 12" CONCRETE BLOCK m 20 x 8 CONCRETE FOOTING ©c 12" CONCRETE BLOCK I 20 x 8 CONCRETE FOOTING cq 1 c 6" CONCRETE BLOCK WINDOW AND PATIO DOOR LIST (2) 2 x 10 HDR,(FLUSH) WINDOWS/ PATIO DOORS ROUGH OPENING STC, U 3642 - 2 6'-O 1/2" x 3'-6 1/2" 30 28 54425/5 4'-6 1/2" x 3'-6 1/2" 30 .28 6068 XO 6'-O 1/2" x 6'-8 1/2" 30 28 3 c 12" CONCRETE BLOCK I 20 x 8 CONCRETE FOOTING F 2 x 6 STUDS 16" o.c. 1 c 6" HALF -HIGH 5 c 12" CONCRETE BLOCK 20 x 8 CONCRETE FOOTING 6 0 6 LL V N O ••NOTE:;= 3'-0" MINIMUM \_3 1/2 CONCRETE FLOOR LANDING, 0 d) W N � O tX3'-6" O U O O LL cA c� EL, S,D,6-1 1 2'6'1 - ==FIREBLOCK TO HERE== W FINISH } BEDROOM #4 W U O O LL c!J o EL, 5,D. s 4'O" B, I=. SHELF 4 ROD (101" L) 51LL PLATES REQUIRED TO BE ANCHORED AT MAX, 6 Ft, O,C, AND WITHIN 12" OF END / SEAMS= STEP BLK, 4 FTGS, AS REQ'D, NOTES: _ "WINDSOR" WINDOWS SHOWN = ALL BEARING HEADERS TO BE (2) 2 x 10 UNLESS OTHERWISE NOTED, = ALL 9 1/2" M.L. HEADERS TO BE LSL TIMBERSTRAND omm3mmO = INDICATES (3) 2x STUDS UNLESS OTHERWISE NOTED ,4IIR - COND_ UNIT N N 21411 .6„ I. SPRINKLER LINE/ l SILLCOCK N 92 F FIN, i RN (3 UNFIN, 3/4 211x611 PLM G_ L4UND. I , WALL 20'-1" NFIN. UTIL.] P o FLOOR I 48" WATER DRAIN ; =rSEE NOTES 021 4 016, ON PAGE X\x aro DROP BLK, METER JAIR a SUMP_ 5 OF 6 FOR CEILING DRYWALL ' F, G, AS REQ„ rr-1- EXCHK , B4xSET1 H INFORMATION- SHW'R. own v I L CRAWL OII 3642 - 2 SPACE ; E P 25'-2ia" E I I I I p � 12'-9'h11 E r=CANT, P E;, N I P - FLOOR 1'-0" Q' PI I I O O I 2xI0 JOISTS I6" O,C,(OVER) ;I CANT, FL, p/IA 11 I/4" --------- ----- - - - - I ----Q ------- -------- I -SINGLE 2 x 6 SILL /� \' , PLATE w/ 3/4" II s .4 di O 8 P - UNEXCA �( ATED PLYWOOD II x I I I I � � I I I I 4 x 4 TfRT'D, L — — — — — DROP BLK, POSTS (2) 2 x 10 TRTT), HDR, 41 DN, (1/2) CS, 12" 0 CONIC, / aS REQ,, - PIER FTG'S. ✓ I I I V/ ---- -------- -- /_ H I I I I I I I I I II I r - - - - - - - - - - - - ------------ - p ----------------------------------------- 8'-3" M'O' FOR S' DOOR I I ---------------------- -------------------------11' 16'-3" M,O, FOR 16' DR OO ' �'-O" Q❑ 9'-O" 9'-011 \-4"01 51-011 51-OII .01 4'-O" 8'-O ° 18'-O" 22'-0" 28'-0" LOWER FLOOR FLAN a JJ T t 0 N LOWER FLOOR FINISH: 1024 � (w/ WALKOUT OPTION) FOUNDATION NOTES: (TOP COURSE FILLED SOLID) *ALL FOOTINGS:* (FTG. RATED @ 5000 PSI)* (SEE NOTE #2 ON PAGE 5 OF 6 - CONST. NOTES) FA ] 5 1/2 c 12" CONCRETE BLOCK 20 x 8 CONCRETE FOOTING 8 (2) 2 x 10 HDR,(FLUSH) E 20 x 8 CONCRETE FOOTING I ry _3'-6 DROP BLK, DN, (1/2) CS, AS REQ,, (3) 2 x 10 HDR, I I 2x 1 STUDS 16" 5 c 12" CONCRETEEBLOCK I - I — I ' — —' I I I I I - - - - - - - - - - - - - - ------ ----- - EZ I I I 3 c 12" CONCRETE BLOCK I 0 d) W N � O tX3'-6" O U O O LL cA c� EL, S,D,6-1 1 2'6'1 - ==FIREBLOCK TO HERE== W FINISH } BEDROOM #4 W U O O LL c!J o EL, 5,D. s 4'O" B, I=. SHELF 4 ROD (101" L) 51LL PLATES REQUIRED TO BE ANCHORED AT MAX, 6 Ft, O,C, AND WITHIN 12" OF END / SEAMS= STEP BLK, 4 FTGS, AS REQ'D, NOTES: _ "WINDSOR" WINDOWS SHOWN = ALL BEARING HEADERS TO BE (2) 2 x 10 UNLESS OTHERWISE NOTED, = ALL 9 1/2" M.L. HEADERS TO BE LSL TIMBERSTRAND omm3mmO = INDICATES (3) 2x STUDS UNLESS OTHERWISE NOTED ,4IIR - COND_ UNIT N N 21411 .6„ I. SPRINKLER LINE/ l SILLCOCK N 92 F FIN, i RN (3 UNFIN, 3/4 211x611 PLM G_ L4UND. I , WALL 20'-1" NFIN. UTIL.] P o FLOOR I 48" WATER DRAIN ; =rSEE NOTES 021 4 016, ON PAGE X\x aro DROP BLK, METER JAIR a SUMP_ 5 OF 6 FOR CEILING DRYWALL ' F, G, AS REQ„ rr-1- EXCHK , B4xSET1 H INFORMATION- SHW'R. own v I L CRAWL OII 3642 - 2 SPACE ; E P 25'-2ia" E I I I I p � 12'-9'h11 E r=CANT, P E;, N I P - FLOOR 1'-0" Q' PI I I O O I 2xI0 JOISTS I6" O,C,(OVER) ;I CANT, FL, p/IA 11 I/4" --------- ----- - - - - I ----Q ------- -------- I -SINGLE 2 x 6 SILL /� \' , PLATE w/ 3/4" II s .4 di O 8 P - UNEXCA �( ATED PLYWOOD II x I I I I � � I I I I 4 x 4 TfRT'D, L — — — — — DROP BLK, POSTS (2) 2 x 10 TRTT), HDR, 41 DN, (1/2) CS, 12" 0 CONIC, / aS REQ,, - PIER FTG'S. ✓ I I I V/ ---- -------- -- /_ H I I I I I I I I I II I r - - - - - - - - - - - - ------------ - p ----------------------------------------- 8'-3" M'O' FOR S' DOOR I I ---------------------- -------------------------11' 16'-3" M,O, FOR 16' DR OO ' �'-O" Q❑ 9'-O" 9'-011 \-4"01 51-011 51-OII .01 4'-O" 8'-O ° 18'-O" 22'-0" 28'-0" LOWER FLOOR FLAN a JJ T t 0 N LOWER FLOOR FINISH: 1024 � (w/ WALKOUT OPTION) FOUNDATION NOTES: (TOP COURSE FILLED SOLID) *ALL FOOTINGS:* (FTG. RATED @ 5000 PSI)* (SEE NOTE #2 ON PAGE 5 OF 6 - CONST. NOTES) FA ] 5 1/2 c 12" CONCRETE BLOCK 20 x 8 CONCRETE FOOTING 8 1 1/2 c 8" CONCRETE BLOCK 4 c 12" CONCRETE BLOCK E 20 x 8 CONCRETE FOOTING `' c 8" CONCRETE BLOCK c 12" CONCRETE BLOCK 20 x 8 CONCRETE FOOTING D 2x 1 STUDS 16" 5 c 12" CONCRETEEBLOCK 20 x 8 CONCRETE FOOTING MECHANICAL SPECS: FURNACE -BRYANT 912SB36060 J * will PROGRAMMABLE THERMOSTAT* NAT. GAS W. HEATER- A. O. SMITH ENT50202172S19 ELECTRIC AIR GOND. - BRYANT BA13NA024 ELECTRIC #1391ro E 2 x 6 STUDS 16" o.c. 1 c 8" CONCRETE BLOCK 4 c 12" CONCRETE BLOCK 20 x 8 CONCRETE FOOTING EZ 2 x 6 STUDS 16" o.c. 2 c 8" CONCRETE BLOCK 3 c 12" CONCRETE BLOCK 20 x 8 CONCRETE FOOTING F 2 x 6 STUDS 16" o.c. 1 c 6" HALF -HIGH 5 c 12" CONCRETE BLOCK 20 x 8 CONCRETE FOOTING ©c 12" CONCRETE BLOCK 20 x 8 CONCRETE FOOTING cq 1 c 6" CONCRETE BLOCK 4 c 8" CONCRETE BLOCK `r 20 x 8 CONCRETE FOOTING 1 c 6" CONCRETE BLOCK 4 c 12" CONCRETE BLOCK 20 x 8 CONCRETE FOOTING 2 x 4 STUDS 16" O.C. J 1 c 4" HALF -HIGH 20 x 8 CONCRETE FOOTING 2 x 6 STUDS 16" o.c. FK] w/ MID -SPAN BLOCKING 1 c 6" HALF - HIGH 20 x 8 CONCRETE FOOTING ©(3) 2 x 4 STUDS 30 x 30 x 12 CONC. PAD (3) 2 x 6 STUDS 30 x 30 x 12 CONC. PAD 3/4" FOIL -BACKED FOAM INSULATION (R - 5.0) 3/4" FOIL -BACKED FOAM O INSULATION (R - 5.0) 2 x 4 STUDS 24" o.c. a2" P RIGID FOAM INSUL. (R - 10.0) (ON EXTERIOR CONCRETE BLK. WALLS) MECHANICAL SPECS: FURNACE -BRYANT 912SB36060 J * will PROGRAMMABLE THERMOSTAT* NAT. GAS W. HEATER- A. O. SMITH ENT50202172S19 ELECTRIC AIR GOND. - BRYANT BA13NA024 ELECTRIC #1391ro Pg, 2 of rJ O Q i U 15'-6" 3' 6, 3' 6.. x\/48" 8'-S 2'_6" 14'-3" p A GIRDER TRUSS Q 4 SH 25 1/2" L �' \ 3�� 3 GIRDER N TRUSS > �I SHW R. B ---(2)2x6 -- B —-------- METAL FIRE p Ft 1 -6' Q DOOR w/ 3660 - 2 A FOYER w 0 � STEP 25-24" 2'-0" K CANT. FLOOR '13' - 2 -1/8" 1'-103/4" 11%4 ROOF TRUSSES V-0.1 CEILING p HEIGHT• c0 a 24"O/C. (OVER) 2 x 4 (2) 13/4" x u 10 - CANT. FLOOR I l I/4 HALF 9 1/2" I� O 1` WALL p (FLUSH) 112 (2) 2 x 8 30 HDR.(FLUSH) GARAGE I CUT DOWN I 5/4 x 6 CEDAR TO T' I DECKING ,> O 4" CONCRETE FLOOR %1 !v W/ 6x6 10/10 wwM. _� G/ ROOF TRUSSES r _ _ I 5-0 x 1-0 O.H. STEP TO GRADE STEEL PANEL WINDOW AND PATIO DOOR LIST WINDOWS/ PATIO DOORS ROUGH OPENING STC, U 3660 - 2 6'-0" x 5-0 1/4" 30 .30 6042 S/B 5'-0" x 3'-6 1/4" 01 .30 5442 S/B '-O" 6,�1.51ET 30 .30 3642 S/B 3'-0" x 3'-6 1/4" 30 .30 6068 XO 6'-O" x 6'-8" 30 .29 3' DOOR 54 5/16" x 82 3/16" 30 BOTTOM' w/ (1) SIDELITE 5436 - I TRANS. I 4'-6" x 3'-0 1/4" 30 .30 OF KILT. WDw. CANT. FLOOR 2'-0" B 6068 XO 3642 S/B FLOOR— p 5442 5/155442 S/B A A (3) 2 x 10 HDR, D.w. SINK N N KITCHEN � �; o BEDROOM #3 DINING Room 0 O BEDROOM #2 *VAULTED CEILING• 'VAULTED CEILING, R, 8 O. N w tU W/ MICRO 2' x 5' I o Lu Lu m m o ISLAND I EF'.F RR N O �' U w/ 12.. SNACK 10 I (TO SLL /R) O EL. S.D. BAR I X d) Lu - N EL. 5.D, Sb FLOOR LINE Q (4) . 16"EEP> s SHELF 8 ROD 0100 I/4" U r O I- (21 1/2" L) 2'6" �. ---------------- - p O OF VAULT 2'-4" Els S.D. 4 0 B.F. p WALLS AA . 91 w/GYP. VAULTFLAT cn IACCES "J ry� 9'-I" BD, LEDGE L — J 2'4" HALF WALLSBATH M EL. S.D. w/WOOD CAP 2'-6" z " 33" m MASTER SUITE LL 0 > (t1 LIN I- 2x6 ° xIN LIVING ROOM 25 I/2„ o WALL o *VAULTED CEILING•IF' O X d; LIN UP DOWN 8 RIS. S RIS. 36 30"1'6" o� 15'-6" 3' 6, 3' 6.. x\/48" 8'-S 2'_6" 14'-3" p A GIRDER TRUSS Q 4 SH 25 1/2" L �' \ 3�� 3 GIRDER N TRUSS > �I SHW R. B ---(2)2x6 -- B —-------- METAL FIRE p Ft 1 -6' Q DOOR w/ 3660 - 2 A FOYER w 0 � STEP 25-24" 2'-0" K CANT. FLOOR '13' - 2 -1/8" 1'-103/4" 11%4 ROOF TRUSSES V-0.1 CEILING p HEIGHT• c0 a 24"O/C. (OVER) 2 x 4 (2) 13/4" x u 10 - CANT. FLOOR I l I/4 HALF 9 1/2" I� O 1` WALL p (FLUSH) 112 (2) 2 x 8 30 HDR.(FLUSH) GARAGE I CUT DOWN I 5/4 x 6 CEDAR TO T' I DECKING ,> O 4" CONCRETE FLOOR %1 !v W/ 6x6 10/10 wwM. _� G/ ROOF TRUSSES r _ _ I 5-0 x 1-0 O.H. STEP TO GRADE STEEL PANEL WINDOW AND PATIO DOOR LIST WINDOWS/ PATIO DOORS ROUGH OPENING STC, U 3660 - 2 6'-0" x 5-0 1/4" 30 .30 6042 S/B 5'-0" x 3'-6 1/4" 30 .30 5442 S/B 4'-6" x 3'-6 1/4" 30 .30 3642 S/B 3'-0" x 3'-6 1/4" 30 .30 6068 XO 6'-O" x 6'-8" 30 .29 3' DOOR 54 5/16" x 82 3/16" 30 .30 w/ (1) SIDELITE 5436 - I TRANS. I 4'-6" x 3'-0 1/4" 30 .30 — — — — m 24"O/C. (OVER) I GARAGE DOOR 6 x 6 CE AR POST I 16-0 x l-0 O.H. STEEL I I r„ x roll I "—� TUDS PANEL GARAGE DOOR I I m216"O.CS(FRONT I WALL OF GARAGE) • w/ 5436 TRANS. ' IN FALSE DORMER ABOVE— (2) 1 3/4" x S 1/2" p 4' SIDEWALK I (2) 1 3/4" x II l/S" I (4) 2 x 6 STUDS 3' -II" 3' -II" 4'-O" Oil It 14'-0" 22'-0" 28'-0" 50'-0" MAIN FLOOR PLAN 14260 1/4" = 11_011 NOTES: "WINDSOR" WINDOWS SHOWN * 8' - 1 1/5" PLATE HEIGHT THIS ENTIRE TOP LEVEL t FRAME ALL EXT. WALLS w/ 2" x 6" STUDS Q 16" O.C. . 13' - 2 l/S" PLATE HEIGHT g THE FOYER (SEE SECTION PAGE 4 OF 5) * S' - 9" PLATE HEIGHT e FRONT WALL OF FOYER (SEE SECTION PAGE 4 OF 5) • 8' - 1 1/0" PLATE HEIGHT FROM FOYER FLOOR TO TOP OF GARAGE WALLS • ALL BEARING HEADERS TO BE (2) 2 x 10 UNLESS OTHERWISE NOTED. ALL 9 1/2" M.L. HEADERS TO BE LSL TIMBERSTRAND 0=0000 = INDICATES (3) 2x STUDS UNLESS OTHERWISE NOTED ALL EXTERIOR GARAGE WALLS TO BE 2 x 4 STUDS 6 16" O.C. EXCEPT FRONT WALL(2 x (o STUDS) O Q Pg.3 of \ THE "FREEPORT" 40' TYP) 8 �0 0 0 110 MUM " I. P ..� o P� semL70 -V 1 -V .n 15 � ninin� O \ No c 3 M- * STONE VENEER w/ADDRESS STONE w r o > u * VINYL LAA SIDING 6 ALL SIDES m C O wc M � �o -Y J'- -Y -Y -Y Y -Y - -Y -Y Y -Y Iwo ti = cH * VINYL SHAKE SIDING a FRONT ONLY ! ! ! ! ! ! ! ! ! y i H V U. "- ! "- ! "- ! "- 3 "- ! "- ! "- ! "- 3 "' ! "- ! "- ! "- 3 "- ! *- -L --L-1 _Y 1 - 1 - 1 -L- 1 4 1 4- -L -L- 1 _9 1 4 1 -L- 1 4 4 1 -- _L 4_ 1 4 1 -- - V_ -V -Y -JI -JI -Y -Y -JI -1 -Y -Y -Y -JI -Y -!I i z i i - -w -y -w 4--w --L- -w a -w -y -w 4- -w --t- -t-1 -i- L -1- ARTIST CONCEPT: THIS CONCEPT WAS CREATED ARTIST AS SHOWN FOR ILLUSTRATIVE PURPOSES ONLY AND MAY NOT REPRESENT THE ACTUAL PRODUCT. LEFT ELEVATION 1/8" = I' -O" (w/ WALKOUT OPTION) II 1/4" 11111 1 I I F171 I I 111111111111111111111m (ELEVATION A) J i-�,-1 1� T4� ON ****** COPYRIGHT NOTE ****** ALL RIGHTS RESERVED @2095, CAPSTONE HOMES, INC. NO UNAUTHORIZED REPRODUCTION WITHOUT WRITTEN CONSENT OF THE DESIGNER. THIS PLAN IS FOR THE CONSTRUCTION OF ONE FINISHED PROJECT. THESE DOCUMENTS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER. NOR ARE THEY TO BE ASSIGNED TO ANY OTHER THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF THE DESIGNER. ANY OTHER USE OF THIS MUST CONSTITUTE A REUSE LICENSE. * STEEL PANEL GARAGE DOORS .n 15 � ninin� O \ No c 3 M- (ELEVATION A) J i-�,-1 1� T4� ON ****** COPYRIGHT NOTE ****** ALL RIGHTS RESERVED @2095, CAPSTONE HOMES, INC. NO UNAUTHORIZED REPRODUCTION WITHOUT WRITTEN CONSENT OF THE DESIGNER. THIS PLAN IS FOR THE CONSTRUCTION OF ONE FINISHED PROJECT. THESE DOCUMENTS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER. NOR ARE THEY TO BE ASSIGNED TO ANY OTHER THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF THE DESIGNER. ANY OTHER USE OF THIS MUST CONSTITUTE A REUSE LICENSE. * STEEL PANEL GARAGE DOORS .n 15 14ro�� O \ c 3 M- * STONE VENEER w/ADDRESS STONE w r o > u * VINYL LAA SIDING 6 ALL SIDES m C O wc M � �o d N j 0 s wW, H Iwo ti = cH * VINYL SHAKE SIDING a FRONT ONLY ! ! ! ! ! ! ! ! ! y i H V U. v 3 CL oc o LL 3 * WINDOW GRIDS e FRONT ONLY -`-� -`-� -`-� * NO GABLE END RETURNS V_ 1 -- -L 4_ 1 -- _L 4 1 -- _L Y l -- _L 4 1 -- _L 4_ 1 4 1 -- - FRONT ELEVATION 1/4 11 = I, -oil •PROVIDE (6) ROOF VENTS x-240* ASPHALT SI-IINGLES-l""' \ -VINYL LAP SIDING REAR ELEVATION 1 1/4' 1 -1 (w/ WALKOUT OPTION) •FROVIDE (2) ROOF VENTS 12 a •FROVIDE (2) ROOF VENTS 240- ASPHALT II 1/4" SNINGLES----' VINYL LAP SIpING� STONE VENEER THIS IS A (5) COURSE SPLIT ENTRY WITH A WALKOUT FOUNDATION. 2 FRAME FALSE WALL AS REQ't). i (ROOF BEARING 8 BACK) '-,VINYL LAP SIDING RIGHT ELEVATION 1/8" - 1'-O" (w/ WALKOUT OPTION) 2'-0" - CAN'T. 1'-O' A T :ie 1— U O Z L y Lu IN Q i— IL Z Z WAIVER I- O �f w Z 44iCW D azzai44 S126 Z a3Oz NfF mO,.QgpH06y'�C~C W W a WCpI-Jir V yBp~ ,-z> a W_ W W W 2 W O {y V1 O W z > 2 Q m LL U. H 2 uj } W W� J Y W y F IL H waa'ZOsoip WNO W 0 V N1 O V Z Z .n 15 14ro�� O \ c 3 Z w r o > u w m C O wc M � �o PATE: JUL. 8, 15 14ro�� c 3 Z E o > u m m C O wc M � �o d N j y w d' N 0 s wW, H Iwo ti = cH Z > v W uj M CL v N y i H V U. v 3 CL oc o LL 3 V Pg.1 of 5 b If MECHANICAL SPECS.: FURNACE -BRYANT 340AAV036060 * w/ PROGRAMMABLE THERMOSTAT* NAT. GAS W. HEATER- A. O. SMITH ECT50200 ELECTRIC AIR COND. - BRYANT 113ANA024 ELECTRIC dn'_n" LOWER FLOOR PLAN 1/411_11-011 NOTES: * "WINDSOR" WINDOWS 5HOWN FRAME ALL EXT. WALL5 w/ 2" x 6" STUDS 6 16" O,C. * ALL BEARING: HEADERS TO BE (2) 2 x 10 UNLESS OTHERW15E NOTED, * ALL 9 1/2" M.L. HEADERS TO BE LSL TIMBERSTRAND OMDEEW = INDICATES (3) 2x STUDS UNLE55 OTHERWISE NOTED FOUNDATION NOTES: (TOP COURSE FILLED SOLID) *ALL FOOTINGS:* (FTG. RATED @ 2500 PSI & 5000 VAPOR RESISTANCE) 5 1/2 c 12" CONCRETE BLOCK 20 x 8 CONCRETE FOOTING _-] 1 1/2 c 8" CONCRETE BLOCK B 4 c 12" CONCRETE BLOCK 20 x 8 CONCRETE FOOTING c 8" CONCRETE BLOCK c 12" CONCRETE BLOCK 20 x 8 CONCRETE FOOTING _-]F2 x 6 STUDS 16" o.c. D 5 c 12" CONCRETE BLOCK 20 x 8 CONCRETE FOOTING 2 x 6 STUDS 16" o.c. FE 1 c 8" CONCRETE BLOCK 4 c 12" CONCRETE BLOCK 20 x 8 CONCRETE FOOTING _-] 2 x 6 STUDS 16" o.c. F 1 c 6" HALF - HIGH 5 c 12" CONCRETE BLOCK 20 x 8 CONCRETE FOOTING ©c 12" CONCRETE BLOCK 20 x 8 CONCRETE FOOTING 1 c 6" CONCRETE BLOCK FH 4 c 8" CONCRETE BLOCK 20 x 8 CONCRETE FOOTING a1 c 6" CONCRETE BLOCK 4 c 12" CONCRETE BLOCK 20 x 8 CONCRETE FOOTING a2 x 4 STUDS 24" o.c. J 1 c 4" HALF - HIGH 20 x 8 CONCRETE FOOTING 2 x 6STUDS 24" o.c. K w/ MID -SPAN BLOCKING 1 c 6.HALF - HIGH 20 x 8 CONCRETE FOOTING © (3) 2 x 4 STUDS 30 x 30 x 12 CONC. PAD ®(3) 26'-4" 3 8 WINDOWS/ PATIO DOORS 30 x 30 x 12 CONC. PAD 14'-4" 13'-6" _O 3/4" FOIL -BACKED FOAM 3642 — 2 INSULATION (R - 5.0) 30 3/4" FOIL - BACKED FOAM *CANT. *CANT, x 4' CONIC, PAD INSULATION (R - 5.0) 30 2 x4 STUDS 24" o.c. p 2" RIGID FOAM INSUL. (R - 10.0) (ON EXTERIOR CONCRETE BLK. WALLS) 6068 OX FLOOR FLOOR 30 .28 — — — — — F F - z O z STEP SLK, 4 FTGS, II 5442 S/B 6068 5442 S/I II STEP BLK, 4 FTGS. O 4 U AS REQ'D, -OX_ --------------------------------------------------- -------------------- --------------------------- - - - — — — — — — — — — — - --------------------------------- ------------------------ --- -- ---, II N I **SEE NOTE *16. ON THE N I I LAST PAGE FOR CEILING cp **SEE NOTE *16, ON THEI d) W AS REQ'D, U D P ; I D i p I DRYWALL INFORMATION** LAST PAGE FOR CEILINGw d) > DRYWALL INFORMATION** Lu = °p} FUT RE - m w BEOOM O } I Od) - Q W *DOTTED WALLSLL 3 LL FUTURE cq \D BY OWNER* LL FUTURE FAMILY ROOM o L� - _T � i r ,_ k - FUTURE ; II 3 1/2" CONCRETE FLOOR (/-�_ ♦ ♦ V♦ J �n . I I L — J I I N — I I O P o I I m r Z� I '" I it-�♦7 0 I I I � II/ I;' R.I. IIL� -I J AIR1�• ; 06, I I o\ EXCH. iq co J 42" 3/4 19�f - FLOOR 1 -4 - - - 2xDRAIN 6 I - WALL co °0 (3) 2 x 6 STUDS ON ; I 5 1/2" MINIMUM FILLED GORES 2'6"x2'6"xI' _ _ I UNFIN, BEARING - � _TO ' _GONG. FTG._ \'I - I — I , — — 6�'==-L �/'O"' — -3 / (3) 13/4" x 14" i ; i - - -I JI- - - 11 , EL. S,D. - - - - - **DRAFTSTOP _ O — (FLUSH) — — — — TO HERE** ; I �n w 5 1/2" MINIMUM --- ---- ---- 4'-4" 9'-4r'� cp -_ T'i - PI UlBEARING ' I I� I I iP ,,' p` `, I I J lA N I rJUMI I I I I In I RIS, D O O CRAWL O I ;u N ; SPACE = , I i ' 2"x6" JOISTS •*SEE NOTE *16, ON THE J ; B E P E LAST PAGE FOR CEILING 21-611: '9, 1611 O C / H p DRYWALL INFORMATION** p , I ««SEE NOTE *16, ON THE DROP SLK, ' ' LAST PAGE FOR CEILING DN, (1/2) CS, ; DRYWALL INFORMATION** --------- --------------- --- a AS REQ, N B - pl -- ----------------------- - - - - - - - - - ' I cv 3660 - 2 d � I I ` - - - - - - - - - - - S - - - - - CANT. FL, P E I p i UNEXCAVATED AI I �l I O I 'All O REQ'D, II DROP ILK. H DN. (1/2) CS, v AS REQ,. — T SINGLE 2 x 6 SILL PLATE w/ 3/4" (2) 2 x 10 TRT'D. PLYWOOD TREATED I HEADER ; 6 x 6 TRT'D. , POSTS 12" 0 CONIC, ; H I I Q 16'-3" M.O. FOR 16' DOOR I I 6'-811 ' ' 13'-4" 6 -8" 10 1-0 11 20'-0" 20'-O'1 40'-O" LOWER FLOOR PLAN 1/411_11-011 NOTES: * "WINDSOR" WINDOWS 5HOWN FRAME ALL EXT. WALL5 w/ 2" x 6" STUDS 6 16" O,C. * ALL BEARING: HEADERS TO BE (2) 2 x 10 UNLESS OTHERW15E NOTED, * ALL 9 1/2" M.L. HEADERS TO BE LSL TIMBERSTRAND OMDEEW = INDICATES (3) 2x STUDS UNLE55 OTHERWISE NOTED FOUNDATION NOTES: (TOP COURSE FILLED SOLID) *ALL FOOTINGS:* (FTG. RATED @ 2500 PSI & 5000 VAPOR RESISTANCE) 5 1/2 c 12" CONCRETE BLOCK 20 x 8 CONCRETE FOOTING _-] 1 1/2 c 8" CONCRETE BLOCK B 4 c 12" CONCRETE BLOCK 20 x 8 CONCRETE FOOTING c 8" CONCRETE BLOCK c 12" CONCRETE BLOCK 20 x 8 CONCRETE FOOTING _-]F2 x 6 STUDS 16" o.c. D 5 c 12" CONCRETE BLOCK 20 x 8 CONCRETE FOOTING 2 x 6 STUDS 16" o.c. FE 1 c 8" CONCRETE BLOCK 4 c 12" CONCRETE BLOCK 20 x 8 CONCRETE FOOTING _-] 2 x 6 STUDS 16" o.c. F 1 c 6" HALF - HIGH 5 c 12" CONCRETE BLOCK 20 x 8 CONCRETE FOOTING ©c 12" CONCRETE BLOCK 20 x 8 CONCRETE FOOTING 1 c 6" CONCRETE BLOCK FH 4 c 8" CONCRETE BLOCK 20 x 8 CONCRETE FOOTING a1 c 6" CONCRETE BLOCK 4 c 12" CONCRETE BLOCK 20 x 8 CONCRETE FOOTING a2 x 4 STUDS 24" o.c. J 1 c 4" HALF - HIGH 20 x 8 CONCRETE FOOTING 2 x 6STUDS 24" o.c. K w/ MID -SPAN BLOCKING 1 c 6.HALF - HIGH 20 x 8 CONCRETE FOOTING © (3) 2 x 4 STUDS 30 x 30 x 12 CONC. PAD ®(3) 2 x 6 STUDS WINDOWS/ PATIO DOORS 30 x 30 x 12 CONC. PAD STC, 3/4" FOIL -BACKED FOAM 3642 — 2 INSULATION (R - 5.0) 30 3/4" FOIL - BACKED FOAM O INSULATION (R - 5.0) 30 2 x4 STUDS 24" o.c. p 2" RIGID FOAM INSUL. (R - 10.0) (ON EXTERIOR CONCRETE BLK. WALLS) WINDOW AND PATIO DOOR LIST WINDOWS/ PATIO DOORS ROUGH OPENING STC, U 3642 — 2 6'—O" x.31-6 1/4" 30 .28 5442 S/B 4-6" x 3'-6 1/4" 30 .25 6068 OX 6'—O" x 61-8" 30 .28 (w/ WALKOUT OPTION) oaro'15 Pg.2 Of 5 P v CMOU DINGS\ CNO WINDOWS 0 �n UPPER CAB'T. SINK 00 p D.W. I Ll I][] -' O UFFER CA5'T. DETAIL KITCHEN SINK o c,l O 1/411 - 11-0 II iv O 54425/5 5'-2i2" eEDROO I 02 0 N W r � � U O � 2' -Vis" 51-411 * CANT. FLOOR A 2'-0 , 5442 S/B Q m o eEDROOI" f #3 w w EL. U O EL, S.D. S,D. O O n' N lL 5'-45i" a, 6 ul �- IF (60 1/4" L) ------ --�2 x O O LoF VAULT IEL„� S.D.I aTTiG N VAULT FLAT L — -J -' 2'4'Ls FLOOR LINE m�v O N DINING HALF Q�ry - 41 -711 -CANT. - CAP 2'-10'3 FLOOR (TO 5/R) 2'-0"* Up - P -9 B 5068 XO 5442 S/B A O .28 7 � m LL N Oz 60„ FLAT CLN'G, B (3) 2 x 10 HDR. `'' l2) 0 SEE FOYER CL, `Y 1 3/4" x S 1/2" 6'-O" x I'-6 1/4" NNv.. .26 + 13' - 6 5/8" PLATE HEIGHT all 30 .28 FOYER LEVEL (SEE SECTION DETAIL ON FAG E N z z �ry O + 8' - 1 1/0" PLATE HEIGHT Q 4OF5 zW � TOP OF GARAGE WALLS F + ALL BEARING HEADERS TO BE (2) 2 x 10 UNLESS J OTHERWISE NOTED. + ALL S 1/2" M.L. HEADERS m W Lu O A A* p omm3mmO = INDICATES LIVING ROOM \ry (11 0 6' *VAULTED* * BRACED WALLS: 4,5,C,[) i11 � m 4 (SEE CONST. NOTES ON P v CMOU DINGS\ CNO WINDOWS 0 �n UPPER CAB'T. SINK 00 p D.W. I Ll I][] -' O UFFER CA5'T. DETAIL KITCHEN SINK o c,l O 1/411 - 11-0 II iv O 54425/5 5'-2i2" eEDROO I 02 0 N W r � � U O � 2' -Vis" 51-411 * CANT. FLOOR A 2'-0 , 5442 S/B Q m o eEDROOI" f #3 w w EL. U O EL, S.D. S,D. O O n' N lL 5'-45i" a, 6 ul �- IF (60 1/4" L) ------ --�2 x O O LoF VAULT IEL„� S.D.I aTTiG N VAULT FLAT L — -J -' 2'4'Ls FLOOR LINE m�v O N DINING HALF Q�ry - *VAULTED* WALL w/ WOOD A+ O - CAP 2'-10'3 -1" - (TO 5/R) .28 Up - P -9 O O O .28 7 � m LL N • S' - 1 1/5" PLATE HEIGHT THIS ENTIRE TOP LEVEL 60„ FLAT CLN'G, � - — —- REF'R. + FRAME ALL EXT. WALLS 3'-0" x I'-6 1/4" SEE FOYER CL, `Y w/ 2" x 6" STUDS 9 16" O.G. 6'-O" x I'-6 1/4" NNv.. .26 + 13' - 6 5/8" PLATE HEIGHT all 30 .28 FOYER LEVEL (SEE SECTION DETAIL ON FAG E .28 PAGE 4 OF 5) �ry O + 8' - 1 1/0" PLATE HEIGHT 4OF5 zW � TOP OF GARAGE WALLS i + ALL BEARING HEADERS TO BE (2) 2 x 10 UNLESS J P v CMOU DINGS\ CNO WINDOWS 0 �n UPPER CAB'T. SINK 00 p D.W. I Ll I][] -' O UFFER CA5'T. DETAIL KITCHEN SINK o c,l O 1/411 - 11-0 II iv O 54425/5 5'-2i2" eEDROO I 02 0 N W r � � U O � 2' -Vis" 51-411 * CANT. FLOOR A 2'-0 , 5442 S/B Q m o eEDROOI" f #3 w w EL. U O EL, S.D. S,D. O O n' N lL 5'-45i" a, 6 ul �- IF (60 1/4" L) ------ --�2 x O O LoF VAULT IEL„� S.D.I aTTiG N VAULT FLAT L — -J -' 2'4'Ls FLOOR LINE m�v O N DINING HALF N - *VAULTED* WALL w/ WOOD A+ O - CAP 2'-10'3 -1" - (TO 5/R) .28 Up - P -9 O O 13RIS, A N NOTES: "WINDSOR" WINDOWS SHOWN A+ O - MASTER BATH � 3 � (TO 5/R) .28 54425/5 O O > .28 Q O � m LL N • S' - 1 1/5" PLATE HEIGHT THIS ENTIRE TOP LEVEL 60„ FLAT CLN'G, � - — —- REF'R. + FRAME ALL EXT. WALLS 3'-0" x I'-6 1/4" SEE FOYER CL, `Y w/ 2" x 6" STUDS 9 16" O.G. 6'-O" x I'-6 1/4" NNv.. .26 + 13' - 6 5/8" PLATE HEIGHT all 30 .28 FOYER LEVEL (SEE SECTION DETAIL ON FAG E .28 PAGE 4 OF 5) + 8' - 1 1/0" PLATE HEIGHT 4OF5 zW � TOP OF GARAGE WALLS i + ALL BEARING HEADERS TO BE (2) 2 x 10 UNLESS J OTHERWISE NOTED. + ALL S 1/2" M.L. HEADERS m W Lu O A* p omm3mmO = INDICATES IL (3) 2x STUDS UNLESS OTHERWISE NOTED R. 4 O. * BRACED WALLS: 4,5,C,[) � m 4 (SEE CONST. NOTES ON m , SINK w/ MICRO d FOYER _ 5' x 2' W ISLAND w/ lb _ ~ Q ca- SNACK BAR PANTRY O v - iq .4 W - - �, D,W. (ABOVE 2' 6" FOYER KITCHEN \ _ GIRDER TRUSS SLIP -IN CAB'T.) ^ ; m N G HT.* A - - - - - - (2)2x6 L 3660 - 2 3' " +w/ FALL PROTECTION* CANT. FL, i i6� 1'-O AS 5/4" x 6" / RE&D. I I (2) 2" x 8" CEDAR HEADER I DECKING --\y 6 x 6 STEPS TO GRADE CEDAR POST 3636 FIX. (ABOVE) 4' SIDEWALK EBAT 48" �q 52, x 6 WALL 5' F.G. TUB/SHOWER COMBO UNIT DOWN l RIS. - v V J METAL FIRE SH 4 ROD (96 1/4" L) ----------------- 4'0" e, F, � MASTER SUITE 4 0. 2 4" N lK NOTES: "WINDSOR" WINDOWS SHOWN A+ O - MASTER BATH � 3 � 30 .28 54425/5 O O > .28 Q O � m LL N • S' - 1 1/5" PLATE HEIGHT THIS ENTIRE TOP LEVEL 60„ 0 (3 �n 0 A (25 1/2") + FRAME ALL EXT. WALLS 3'-0" x I'-6 1/4" 30 `Y w/ 2" x 6" STUDS 9 16" O.G. 6'-O" x I'-6 1/4" NNv.. .26 + 13' - 6 5/8" PLATE HEIGHT all 30 .28 FOYER LEVEL (SEE SECTION 13a 5/16" x 82 3/16" 30 .28 PAGE 4 OF 5) + 8' - 1 1/0" PLATE HEIGHT FROM FOYER FLOOR TO TOP OF GARAGE WALLS + ALL BEARING HEADERS TO BE (2) 2 x 10 UNLESS OTHERWISE NOTED. + ALL S 1/2" M.L. HEADERS m TO BE LSL TIMBERSTRAND A* omm3mmO = INDICATES (3) 2x STUDS UNLESS OTHERWISE NOTED * BRACED WALLS: 4,5,C,[) (SEE CONST. NOTES ON m , m PAGE 5 OF 6) 4 0. 2 4" N lK ROUGH OPENING STC. - MASTER BATH � 3 � 30 .28 54425/5 O O > .28 � m LL N LIN 60„ 0 (3 �n 0 A (25 1/2") 3618 - I TRANS. 3'-0" x I'-6 1/4" 30 `Y 1L 6'-O" x I'-6 1/4" NNv.. .26 5068 XO 5-O" x 6'-8" 30 .28 3' DOOR 13a 5/16" x 82 3/16" 30 .28 ca m 4 0. 2 4" #K/ 41 K/ P.A. 0 ROUGH OPENING STC. - MASTER BATH � 3 � 30 .28 54425/5 O O 30 .28 � m LL LIN 60„ 0 (3 �n 0 A (25 1/2") 3618 - I TRANS. 3'-0" x I'-6 1/4" 30 19'-8" 13'-8%a" DOOR w/ STEPS ALL EXTERIOR GARAGE WALLS TO BE 2 x 4 STUDS Q Iro" O.C. GIRDER TRUSS EXCEPT FRONT WALL(2 x 6 STUDS) ROOF TRUSSES 24"O/C. (OVER) 4" CONC. FLOOR w/6 x 6 10/10 WWM.� Ih-O x l -O O.H. STEEL PANEL GARAGE DOOR 2x6 2x61 WALLS WALLS (2) 1 3/4" x II 1/8" I I 3'-4" c c 13'-4" 40-0 MAIN FLOOR FLAN. 1/4 11z 1-0 ll U 1465" WINDOW AND PATIO DOOR LIST #K/ 41 K/ WINDOWS/ PATIO DOORS ROUGH OPENING STC. U 3660 - 2 +w/ FAL PROTECTION 6'-0" x 5'-0 1/4" 30 .28 54425/5 4'-6" x 3'-6 1/4" 30 .28 3636 - FIXED 3'-0" x 3'-0 1/4" 30 .26 3618 - I TRANS. 3'-0" x I'-6 1/4" 30 .26 1218 TRANSOM 6'-O" x I'-6 1/4" 30 .26 5068 XO 5-O" x 6'-8" 30 .28 3' DOOR 13a 5/16" x 82 3/16" 30 .28 #K/ 41 K/ P2,3 of ****** COPYRIGHT NOTE ****** ALL RIGHTS RESERVED @2016, CAPSTONE HOMES, INC. NO UNAUTHORIZED REPRODUCTION WITHOUT WRITTEN CONSENT OF THE DESIGNER. THIS PLAN IS FOR THE CONSTRUCTION OF ONE FINISHED PROJECT. THESE DOCUMENTS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER. NOR ARE THEY TO BE ASSIGNED TO ANY OTHER THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF THE DESIGNER. ANY OTHER USE OF THIS MUST CONSTITUTE A REUSE LICENSE. 1M • t -.x t -.w t -:w � -:w t -.x t -.w t -.w .1 _ 1 _ 1 g-- 1 g-- 1 1 1 =ALL OVERHEAD DC RATED TO WITNSTA i WIND SPEED -j- 1 -s- 1 -s- 1 _o ARTIST CONCEPT: THIS CONCEPT WAS CREATED AS SHOWN FOR ILLUSTRATIVE PURPOSES ONLY AND MAY NOT REPRESENT THE ACTUAL PRODUCT. 12 r.171 LEFT ELEVATION THE "HOLLAND II" ADDRESS NUMBERS REQUIRED TO BE DISPLAYED AT ALL TIMES DURING CONSTRUCTION ROOF VENTS *PROVIDE (2) (ELEVATION A) -SOLID BLOCK RAFTERS 9 MAX, OF 24" O.C, J FRONT ELEVATION REAR ELEVATION 1/8" = I' -O" (w/ WALKOUT OPTION) I/8" = I'-011 1/411 _ 11_011 (w/ WALKOUT OPTION) m RIGHT ELEVATION 1/8" = I' -O" (w/ WALKOUT OPTION) i -j- 1L i -e. i -µ !_ -µ i -µ FRONT ELEVATION REAR ELEVATION 1/8" = I' -O" (w/ WALKOUT OPTION) I/8" = I'-011 1/411 _ 11_011 (w/ WALKOUT OPTION) m RIGHT ELEVATION 1/8" = I' -O" (w/ WALKOUT OPTION) SILL PLATES REQUIRED TO BE - ANCHORED AT MAX. 6 Ft. O.C. AND WITHIN 12" OF END / 5EA1" 15• STEP BLK. 4 FTG5, A5 REQb, WINDOW AND PATIO DOOR LIST (3) 2 x 4 STUDS WINDOw5/ PATIO DOORS ROUGH OPENING STC, U 60(08 OX 6'-O" x 6'-O 114" 30 28 3642 - 2 6'-O" x 6'-O 114" 30 .25 54425/5 4'-6" x 3'-6 1/4" 30 .28 P 2" RIGID FOAM INSUL. (R - 10.0) (ON EXTERIOR CONCRETE BLK. WALLS) � 50'-0" -I 5'-O° 35'-O" -I 1 6'-2" 1 24'-4" 13'-6" 6'-O" 54425/5 6' x 4' CONC, PAD CANT, FLOOR 2'-0" •�— ` 4 4# 6068 OX 4 ,IC 54. LOWER FLOOR FLAN A 1/411 = V -O" (w/ WALKOUT OPTION) STEP BLK. 4 FTG5, A5 REQ'D, FOUNDATION NOTES: (TOP COURSE FILLED SOLID) *ALL FOOTINGS:* (FTG. RATED @ 5000 PSI) (SEE NOTE #2 ON PAGE 5 OF 6. CONST. NOTES) a5 1/2 c 12" CONCRETE BLOCK 20 x 8 CONCRETE FOOTING a1 1/2 c 8" CONCRETE BLOCK 4 c 12" CONCRETE BLOCK 20 x 8 CONCRETE FOOTING a c 8" CONCRETE BLOCK c 12" CONCRETE BLOCK 20 x 8 CONCRETE FOOTING 2 x 6 STUDS 16" o.c. FD 5 c 12" CONCRETE BLOCK 20 x 8 CONCRETE FOOTING _-]F2 x 6 STUDS 16" o.c. E 1 c 8" CONCRETE BLOCK 4 c 12" CONCRETE BLOCK 20 x 8 CONCRETE FOOTING a2 x 6 STUDS 16" o.c. 1 c 6" HALF - HIGH 5 c 12" CONCRETE BLOCK 20 x 8 CONCRETE FOOTING ©c 12" CONCRETE BLOCK 20 x 8 CONCRETE FOOTING aI c 6" CONCRETE BLOCK 4 c 8" CONCRETE BLOCK 20 x 8 CONCRETE FOOTING a1 c 6" CONCRETE BLOCK 4 c 12" CONCRETE BLOCK 20 x 8 CONCRETE FOOTING 2 x 4 STUDS 16" o.c. J 1 c 4" HALF - HIGH 20 x 8 CONCRETE FOOTING a2 x 6 STUDS 16" o.c. K w/ MID -SPAN BLOCKING 1 c 6" HALF - HIGH 20 x 8 CONCRETE FOOTING FL 1 (3) 2 x 4 STUDS 30 x 30 x 12 CONC. PAD Fm__1 2 x 6 STUDS 30 x 30 x 12 CONC. PAD 30 3/4" FOIL -BACKED FOAM INSULATION (R - 5.0) � I I � / a3/4" O INSULATION (R - 5.0) I j 2 x 4 STUDS 24" o.c. P 2" RIGID FOAM INSUL. (R - 10.0) (ON EXTERIOR CONCRETE BLK. WALLS) � I 1 I BEDROOMi i 1 / •A FIN15H/ G 6 FAMILY ROOM I = w I °I 1 1 /:i • :i 1 I 3 ro; •sg ' • / 1ILL 3'-0" MINIMUM • I •EL, 5,1).-FIREIBLOCK I 1 -•., - -------------- f • 14 1� 1 © -M.L. O H1)fR.(FLU5H) I UNFIN,, I rool .._ , r AIfR rMETER,. /45 I 1 ®:5umf=l ID. fREQ,, - I LOWER FLOOR FLAN A 1/411 = V -O" (w/ WALKOUT OPTION) STEP BLK. 4 FTG5, A5 REQ'D, FOUNDATION NOTES: (TOP COURSE FILLED SOLID) *ALL FOOTINGS:* (FTG. RATED @ 5000 PSI) (SEE NOTE #2 ON PAGE 5 OF 6. CONST. NOTES) a5 1/2 c 12" CONCRETE BLOCK 20 x 8 CONCRETE FOOTING a1 1/2 c 8" CONCRETE BLOCK 4 c 12" CONCRETE BLOCK 20 x 8 CONCRETE FOOTING a c 8" CONCRETE BLOCK c 12" CONCRETE BLOCK 20 x 8 CONCRETE FOOTING 2 x 6 STUDS 16" o.c. FD 5 c 12" CONCRETE BLOCK 20 x 8 CONCRETE FOOTING _-]F2 x 6 STUDS 16" o.c. E 1 c 8" CONCRETE BLOCK 4 c 12" CONCRETE BLOCK 20 x 8 CONCRETE FOOTING a2 x 6 STUDS 16" o.c. 1 c 6" HALF - HIGH 5 c 12" CONCRETE BLOCK 20 x 8 CONCRETE FOOTING ©c 12" CONCRETE BLOCK 20 x 8 CONCRETE FOOTING aI c 6" CONCRETE BLOCK 4 c 8" CONCRETE BLOCK 20 x 8 CONCRETE FOOTING a1 c 6" CONCRETE BLOCK 4 c 12" CONCRETE BLOCK 20 x 8 CONCRETE FOOTING 2 x 4 STUDS 16" o.c. J 1 c 4" HALF - HIGH 20 x 8 CONCRETE FOOTING a2 x 6 STUDS 16" o.c. K w/ MID -SPAN BLOCKING 1 c 6" HALF - HIGH 20 x 8 CONCRETE FOOTING FL 1 (3) 2 x 4 STUDS 30 x 30 x 12 CONC. PAD Fm__1 2 x 6 STUDS 30 x 30 x 12 CONC. PAD 30 3/4" FOIL -BACKED FOAM INSULATION (R - 5.0) FOIL -BACKED FOAM a3/4" O INSULATION (R - 5.0) 2 x 4 STUDS 24" o.c. P 2" RIGID FOAM INSUL. (R - 10.0) (ON EXTERIOR CONCRETE BLK. WALLS) MECHANICAL SPECS.: 912SB36060 * w/ PROGRAMMABLE THERMOSTAT* NAT. GAS W. HEATER- A. O. SMITH ENT50202172S19 ELECTRIC AIR GOND. - BRYANT BA13NA024 ELECTRIC #(021 �o Pa.2 of ro O nl O -r c{1 1�jjL 3'-(o° AI GIRDER =3 � O r GIRDER TRUSS 3 TRUSS 4 COMBO UNIT N --———————— -------- —— — — — — — — — — — — — — — — — — — — — — — — — — — — — CANT, FLOOR I' -O" (2) 2 x 6 METAL FIRE D .4 - DOOR w/ A 3660 - 2 A FOYER LL STEP 271'-244"2 x 6 EXT, WALLS *w/ FALL PROTECTION* A *13' - 2 1/8" i'-1031"� ili" CEILING HEIGHT* 2 x 4 110 - CANT, FLOOR HALF I(y II 1/4" 3 WALL A s IIS (2) 2 x 8 /� /� 3'O" HDR.(FLUSH) GARAGE T -O' ROOF TRUSSES m 24110/C. (OYER) (2) 2" x 8" HD'R ­­­_ I SSR 'm35 " L II CUT DOWN TO l" 6 x 6 CEDAR POST 14'-0" I `5/4 x 6 CEDAR I DECKING I I I STEP TO GRADE **w/ 5436 TRANS, IN FALSE DORMER ABOVE - 1 4' SIDEWALK 4'-0" T -OI' 22'-0" Ic w/WOOD CAP "t 13'-O" SHW R. p 11'-6" 6'-O" x 5'-0 1/4" _ 11'-O" In 2'-6" 12'-0" N �/ 4'-6" x 3'-6 1/4" 30 1 6'-O" ROOF TRUSSES 3'-65/4'1 l' -Ili ° W W x N 5'-6° .28 6'-2" 54 5/16" x 82 3/16" 3/4 STEEL PANEL N g 24"O/C, (OVER) I GARAGE DOOR 4'-6" x 3'-0 1/4" 1 30 1 — o iq *VAULTED CEILING* (00" u O 16-0 x 1-0 O.H. STEEL **2" x 6" STUDS UP DOWN 2 x 6 WALL N p q ol 5'-5" CANT, FLOOR 2'-0" N I 6 8 RIS. 6068 XO I ii (2) 1 3/4" x 9 1/2" 3642 S/B N A (2) 1 3/4" x II 1/8" I 5442 S/B ��(4) 2 x 6 STUDS I I 5442 S/B A A(4 SH. 16" A (3) 2 x 10 HDR, o o DEEP 41%) SINK - - PANTRY - - - - - - - - - ° 0 `o KITCHEN �° � � � 0 5EDROO I #3 DINING *VAULTED CEILING* 2-6 i..� I I 5EDROOI" I #2 N (K *VAULTED CEILING* REF R,LL ` O w m 4' x 1' Lu N p [Ll - O EL. S.D. N FRAMED ISLAND o �' _o , a'-]!/ II W/ 12 SNACK BAR R, B 0. U- W/ w/ MICRO 0 EL. S.D. \k SHELF 8 ROD (101 1/2" L) w w w FLOOR LINE 1'-4 1/4" ------------------------- --------------------- (C U---------------------- �EL, S.D. 21� x p OF VAULT VAULT FLAT - �Q I ATTIC 2'4" Ap3'_2/4" c ca 9'-ZII m 1% EL, S.D. HALF WALLS p m N 0 m\8 M A sTER aliTE O -r c{1 1�jjL 3'-(o° AI GIRDER =3 � O r GIRDER TRUSS 3 TRUSS 4 COMBO UNIT N --———————— -------- —— — — — — — — — — — — — — — — — — — — — — — — — — — — — CANT, FLOOR I' -O" (2) 2 x 6 METAL FIRE D .4 - DOOR w/ A 3660 - 2 A FOYER LL STEP 271'-244"2 x 6 EXT, WALLS *w/ FALL PROTECTION* A *13' - 2 1/8" i'-1031"� ili" CEILING HEIGHT* 2 x 4 110 - CANT, FLOOR HALF I(y II 1/4" 3 WALL A s IIS (2) 2 x 8 /� /� 3'O" HDR.(FLUSH) GARAGE T -O' ROOF TRUSSES m 24110/C. (OYER) (2) 2" x 8" HD'R ­­­_ I SSR 'm35 " L II CUT DOWN TO l" 6 x 6 CEDAR POST 14'-0" I `5/4 x 6 CEDAR I DECKING I I I STEP TO GRADE **w/ 5436 TRANS, IN FALSE DORMER ABOVE - 1 4' SIDEWALK 4'-0" T -OI' 22'-0" Ic w/WOOD CAP "t v ��� SHW R. p s6f.o - 2.uj/ FALL 6'-O" x 5'-0 1/4" _ /-W/ 6x6 10/10 WWM. In 48" at N �/ 4'-6" x 3'-6 1/4" 30 1 28 ROOF TRUSSES r 30 W W x N 8-0 x -1-0 O.H. .28 LIVING ROOM 54 5/16" x 82 3/16" 3/4 STEEL PANEL N g 24"O/C, (OVER) I GARAGE DOOR 4'-6" x 3'-0 1/4" 1 30 1 — o iq *VAULTED CEILING* (00" u O 16-0 x 1-0 O.H. STEEL **2" x 6" STUDS UP DOWN 2 x 6 WALL N p q 5'-5" 5 -1 1'-I05i4" x N I p 8 RIS, 8 RIS. I ii (2) 1 3/4" x 9 1/2" (2) 1 3/4" x II 1/8" O -r c{1 1�jjL 3'-(o° AI GIRDER =3 � O r GIRDER TRUSS 3 TRUSS 4 COMBO UNIT N --———————— -------- —— — — — — — — — — — — — — — — — — — — — — — — — — — — — CANT, FLOOR I' -O" (2) 2 x 6 METAL FIRE D .4 - DOOR w/ A 3660 - 2 A FOYER LL STEP 271'-244"2 x 6 EXT, WALLS *w/ FALL PROTECTION* A *13' - 2 1/8" i'-1031"� ili" CEILING HEIGHT* 2 x 4 110 - CANT, FLOOR HALF I(y II 1/4" 3 WALL A s IIS (2) 2 x 8 /� /� 3'O" HDR.(FLUSH) GARAGE T -O' ROOF TRUSSES m 24110/C. (OYER) (2) 2" x 8" HD'R ­­­_ I SSR 'm35 " L II CUT DOWN TO l" 6 x 6 CEDAR POST 14'-0" I `5/4 x 6 CEDAR I DECKING I I I STEP TO GRADE **w/ 5436 TRANS, IN FALSE DORMER ABOVE - 1 4' SIDEWALK 4'-0" T -OI' 22'-0" Ic mwlmr 50'-0" (EXTERIOR GABLE LIGHT) MAIN FLOOR FLAN A 1/411 = V_OIl 28' -OI' 1582" I. -O" 8'-011 1'-0 10'-011 U NOTES: * "WINDSOR" WINDOWS SHOWN * 8' - 1 1/5" PLATE HEIGHT THIS ENTIRE TOP LEVEL * FRAME ALL EXT. WALLS w/ 2" x 6" STUDS a 16" O.C. * 13' - 2 -1/5" PLATE HEIGHT e THE FOYER (SEE SECTION PAGE 4 OF 5) * S' - S" PLATE HEIGHT s FRONT WALL OF FOYER (SEE SECTION PAGE 4 OF 5) * 8' - 1 1/S" PLATE HEIGHT FROM FOYER FLOOR TO TOP OF GARAGE WALLS * ALL BEARING HEADERS TO BE (2) 2 x 10 UNLESS OTHERWISE NOTED. * ALL S 1/2" M.L. HEADERS TO BE LSL TIMBERSTRAND * OMEEMO = INDICATES (3) 2x STUDS UNLESS OTHERWISE NOTED * BRACED WALLS: A,B,C,D (SEE CONST. NOTES ON PAGE 5 OF 6 ) ALL EXTERIOR GARAGE WALLS TO BE 2 x 4 STUDS m 16" O.C. EXCEPT FRONT WALL(2 x (o STUDS) 0 WINDOW AND PATIO DOOR LIST WINDOWS/ PATIO DOORS ROUGH OPENING 4 CONCRETE FLOOR p s6f.o - 2.uj/ FALL 6'-O" x 5'-0 1/4" 30 /-W/ 6x6 10/10 WWM. In 5'-0" x 3'-6 1/4" 30 28 �/ 4'-6" x 3'-6 1/4" 30 1 28 ROOF TRUSSES r 30 28 6068 XO 6'-011 x 6'-81' 8-0 x -1-0 O.H. .28 3' DOOR 54 5/16" x 82 3/16" 30 STEEL PANEL w/ (1) 51DELITE g 24"O/C, (OVER) I GARAGE DOOR 4'-6" x 3'-0 1/4" 1 30 1 — — — iq ' m 16-0 x 1-0 O.H. STEEL **2" x 6" STUDS PANEL GARAGE DOOR -9"(FRONT I WALL OF GARAGE) I I ii (2) 1 3/4" x 9 1/2" (2) 1 3/4" x II 1/8" I ��(4) 2 x 6 STUDS mwlmr 50'-0" (EXTERIOR GABLE LIGHT) MAIN FLOOR FLAN A 1/411 = V_OIl 28' -OI' 1582" I. -O" 8'-011 1'-0 10'-011 U NOTES: * "WINDSOR" WINDOWS SHOWN * 8' - 1 1/5" PLATE HEIGHT THIS ENTIRE TOP LEVEL * FRAME ALL EXT. WALLS w/ 2" x 6" STUDS a 16" O.C. * 13' - 2 -1/5" PLATE HEIGHT e THE FOYER (SEE SECTION PAGE 4 OF 5) * S' - S" PLATE HEIGHT s FRONT WALL OF FOYER (SEE SECTION PAGE 4 OF 5) * 8' - 1 1/S" PLATE HEIGHT FROM FOYER FLOOR TO TOP OF GARAGE WALLS * ALL BEARING HEADERS TO BE (2) 2 x 10 UNLESS OTHERWISE NOTED. * ALL S 1/2" M.L. HEADERS TO BE LSL TIMBERSTRAND * OMEEMO = INDICATES (3) 2x STUDS UNLESS OTHERWISE NOTED * BRACED WALLS: A,B,C,D (SEE CONST. NOTES ON PAGE 5 OF 6 ) ALL EXTERIOR GARAGE WALLS TO BE 2 x 4 STUDS m 16" O.C. EXCEPT FRONT WALL(2 x (o STUDS) 0 WINDOW AND PATIO DOOR LIST WINDOWS/ PATIO DOORS ROUGH OPENING STC. U s6f.o - 2.uj/ FALL 6'-O" x 5'-0 1/4" 30 28 6042 S/B 5'-0" x 3'-6 1/4" 30 28 54425/5 4'-6" x 3'-6 1/4" 30 1 28 3642 5/5 3'-0" x 3'-6 1/4" 30 28 6068 XO 6'-011 x 6'-81' 30 .28 3' DOOR 54 5/16" x 82 3/16" 30 .28 w/ (1) 51DELITE 5436 - I TRANS, 4'-6" x 3'-0 1/4" 1 30 1 .28 SITE PLANNING NORTH & ENGINEERING PLOWE ENGINEERING, INC. 6776 LAKE DRIVE 0 30 60 SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 1 INCH = 60 FEET FAX: (651) 361-8701 (11" X 17") 130117:0A OMM Cr1�• r i NL -i f"%l %L -v CAPSTONE HOMES T ' pcptt SEPTEMBER 19, 201 e �l BUILDABLE AREA AREA BUILDABLE AREA EXHIBIT (1 OF 2 ) CENTURY FARM NORTH - 6TH ADDITION y A* I "vr 6 00 4. 47.50 II II� 1, D1 0 C K 1 1 i,vgi l oIf ai �I � I F54.00 gi $ D 2 3 1II i i II I I 1 00 47. ! 47.50 11 I I 1 I 1 {---------J L — — — — — — — — J L ----------J I �1 I I I SITE PLANNING NORTH & ENGINEERING PLOWE ENGINEERING, INC. 6776 LAKE DRIVE 0 30 60 SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 1 INCH = 60 FEET FAX: (651) 361-8701 (11" X 17") SEPTEMBER 19, 201 ____ — _ 44.50 I 4 .00 [47--- I I 35. 9 8. 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Z !^- - I I J L `�a� r .............. . I I I I .... 1 I 0 I Z� • .... BLDSB 3. `' C I I110101 r I BLD> - LDS_---BLDSB BLDSB-- B1-DSB_=_---� t__----� I M. : t l a 1L I : ...182 p Q-� I� --- BL2.7 Dse--- -t=- BLDse--- L------- 30 1 .........6 --- 1B 1--_:-2sDse-------e�S6 C- BLD----� I - .w 30.00 30.00 138.04 R �. 80.00 I - 60.50 :. .00 60.50 L__-....------------ N7 62 62 ------------------- � 2'40'12"E I 62.60 31.58��; - ` 95.13 62.00 ..> O - '$3 6 OPOSED DRAINAGE & UTILITY EAS&ME t �' - - 8 I "•..... 897 me t .......%............................................ .�O A Q J7� --\-7 MORGAN WESI QUARTER CORNER --t--SEC. 17, T.31, R.22 I,. HOUSE PROPERTY DESCRIPTION DESCRIPTION - (Century Farm outlot) OUTLOT A CENTURY FARM NORTH 5TH ADDITION DESCRIPTION (Morel) parcel) THAT PART OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 7, TOWNSHIP 31, RANGE 22. CD TYPICAL LOT EASEMENTS BEGINNING AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF � SECTION 7, TOWNSHIP 31, RANGE 22, THENCE SOUTH ALONG THE WEST LINE OF SAID SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 7, ON AN ASSUMED BEARING OF SOO 27'12"E A DISTANCE OF 120 FEET; THENCE N87 36' 19"E EAST A DISTANCE OF 360 FEET; THENCE, PARALLEL WITH SAID WEST -------- - ----- LINE OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER TO A POINT OF INTERSECTION WITH THE I { NORTH LINE OF SAID SOUTHWEST QUARTER OF THE NORTHWEST QUARTER; THENCE WESTERLY ALONG THE 11 w 1 G--5' NORTH LINE OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER TO THE POINT OF BEGINNING. 9 > I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I y" I I 1 I I -----J L -------J L ---- DEVELOPMENT DATA OUTLOT A, CENTURY FARM NORTH 5TH ADDITION = 9.81 ACRES MORELL PARCEL = 0.99 ACRES � TOTAL GROSS AREA = 10.80 ACRES NOTES DRAWN BY: DESIGN BY: A.G. C.W.P. CHCKD BY: PROJ. NO. C.W.P. 14-1460 ORIGINAL DATE: MARCH 10, 2014 0 Q Q ~ H I~-- Z O U Z r m m cA W Z) ::) > W (/) (n U) W 0 2 W H1-- Z ry Z O) J J J Y 0 U W 0- a d U (n C)0� J J J m �: Q Q Q M W U_ Z Z Z W 0� O U u. LL U- (n 't � Lo (0 Q Q � N CF) ,I N O Q'•) a) E ca M L L M 0 rt�+ L Q c w c "0) Q_ .o W 3 CO 2 N Q L.2 L � Z U O c - w O w Cn 3 U U J i rn M PREPARED FOR: CENTURY FARM NORTH DEVELOPMENT, INC. SITE PLANNING & ENGINEERING ENGINEERING, PLOWE 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 PROPOSED PLAT ZONING PUD DENSITY CALCULATIONS - AMENDED EXISTING PLAT ZONING R & PUD PRELIMINARY PLAT FOR CENTURY FARM NORTH NORTH MINIMUM LOT DEPTH 125 FEET MINIMUM LOT WIDTH 60 FEET ACRES MINIMUM LOT AREA 7,500 S.F. GROSS PROPERTY AREA 95.63 BUILDING SETBACKS WETLAND 12.72 0 30 60 STREET (LOCAL) = 25 FEET ARTERIAL (CR 53) ROW 1.28 Know what's below. STREET (COLLECTOR) = 40 FEET REAR = 25 FEET PARK DEDICATION 13.32 Call before you dig. 1 INCH= 60 FEET SIDE (PRINCIPAL) = 7.5 FEET 9-19-16 NET PROPERTY AREA 68.31 SIDE (ACCESSORY) = 7.5 FEET # UNITS 257 DENSITY 3.76 UNITS/ACRE PRELIMINARY P LAT CENTURY FARM NORTH - 6TH ADDITION Qi CD r � � a 9 � y" � W CDW a H C Z W ca rn M PREPARED FOR: CENTURY FARM NORTH DEVELOPMENT, INC. SITE PLANNING & ENGINEERING ENGINEERING, PLOWE 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 PROPOSED PLAT ZONING PUD DENSITY CALCULATIONS - AMENDED EXISTING PLAT ZONING R & PUD PRELIMINARY PLAT FOR CENTURY FARM NORTH NORTH MINIMUM LOT DEPTH 125 FEET MINIMUM LOT WIDTH 60 FEET ACRES MINIMUM LOT AREA 7,500 S.F. GROSS PROPERTY AREA 95.63 BUILDING SETBACKS WETLAND 12.72 0 30 60 STREET (LOCAL) = 25 FEET ARTERIAL (CR 53) ROW 1.28 Know what's below. STREET (COLLECTOR) = 40 FEET REAR = 25 FEET PARK DEDICATION 13.32 Call before you dig. 1 INCH= 60 FEET SIDE (PRINCIPAL) = 7.5 FEET 9-19-16 NET PROPERTY AREA 68.31 SIDE (ACCESSORY) = 7.5 FEET # UNITS 257 DENSITY 3.76 UNITS/ACRE PRELIMINARY P LAT CENTURY FARM NORTH - 6TH ADDITION STAFF ORIGINATOR: P & Z MEETING DATE: REQUEST: CASE NUMBER: APPLICANT: REVIEW DEADLINE: PLANNING & ZONING BOARD AGENDA ITEM 5C Katie Larsen, City Planner October 12, 2016 St. Clair Estates Final Plat FP2016-005 St. Clair Land Company Attn: Jamie Jensen 1517 Dawn Circle Arden Hills, MN 55112 Complete Application Date: September 8, 2016 60 -Day Review Deadline: November 7, 2016 Environmental Board Meeting: NA Park Board Meeting: NA Planning & Zoning Board Meeting: October 12, 2016 Tentative City Council Work Session: October 24, 2016 Tentative City Council Meeting: October 24, 2016 BACKGROUND The applicant has submitted a land use application for final plat of St. Clair Estates. This development is a 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. The approved preliminary plat was for 35 lots. The submitted final plat is for 36 lots. The following staff report is based on the following information: • Revised civil plans prepared by Plowe Engineering dated 9/7/16 and received by the City on 9/8/16 • Revised preliminary plat and final plat prepared by EG Rud & Sons dated 9/7/16 and received by the City on 9/7/16 • Revised Stormwater Drainage Report prepared by Plowe Engineering, Inc. dated September 7, 2016 Previous Council Actions: • August 22, 2016: Resolution No. 16-78 approving Variance and Preliminary Plat • September 26, 2016: Resolution No. 16-108 approving Development Agreement - Grading Only ANALYSIS Subdivision Ordinance Conformity with the Comprehensive Plan and Zoning Code The St. Clair Estates final plat is consistent with the Comprehensive Plan in terms of the Resource Management System, Land Use Plan, Housing Plan, and Transportation Plan. The property is zoned R-1, Single Family Residential. The proposed development is not considered premature and meets the performance standards of the subdivision and zoning ordinance. As a condition of the preliminary plat, the south cul de sac was "flipped" to the east to allow for potential future connection to Birch Street as part of an Anoka County highway safety improvement project. The redesign of the cul de sac eliminated 1 lot on the east side of Enid Trail but created 2 lots on the west side for a net gain of 1 lot. The preliminary plat was approved with 35 lots and the final plat is proposing 36 lots. Staff reviewed potential traffic impacts of the additional lot. Estimated full build average daily trips (ADT) on either Hokah Drive (455) or Sioux Lane (670) even with the additional 1 lot are still under the 1,000 ADT threshold. Density and Land Area Calculations The following chart implements Met Council's formula for calculating net density. Gross Area (acres) 30.4 Wetlands & Water Bodies 13.60 Public Parks & Open Space 0.00 Arterial ROW 0.00 Other (Wetland Buffer Conservation Easement) Net Area (acres) 2.78 14.09 # of Units 36 Gross Density (units/acre) 1.18 2 Net Densitv (units/acre The net density per the preliminary plat was 2.42 units per acre. The additional lot and increased wetland buffer changes the net density to 2.56 units per acre. Per the Comprehensive Land Use Plan, the parcel is guided for low density residential development and that allows for 1.6 to 3.9 units per net acre. The net density of St. Clair Estates is 2.56 units per net acre and is consistent with density requirements. Blocks and Lots The final plat for St. Clair Estates creates 36 lots and 2 outlots. The preliminary plat was for 35 lots but "flipping" the cul de sac resulted in an additional lot. Outlots A and B are for stormwater management and wetland protection areas. These outlots will be deeded to the City. Staff Comments: 1. Outlot B shall extend to Enid Trail 20 feet in width similar to Outlot A to provide City direct access to the storm pond and wetland and avoid future conflicts with private fence installation in easements. 2. A separate Pond Maintenance Agreement will not be required. 3. The infiltration basin shall be platted as an outlot and deeded to the HOA. Streets Enid Trail is a local road platted with 60 feet of right of way and 32 foot wide paved road surface. A variance allowing a cul de sac length exceeding 500 feet was approved by Council Resolution No. 16-78. 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 the Birch Street trail. A temporary access for construction traffic off of Birch Street will be allowed by Anoka County. Easements Standard drainage and utility easements at least 10 feet wide are provided along all lot lines. Drainage and utility easements are being dedicated on the final plat over stormwater management outlots. Conservation easements shall be dedicated over the wetland management corridor. A drainage and utility easement exists per the plat of Speiser Acres but is not required to be vacated. A Driveway and Access Easement in favor of 441 Birch Street will be provided for the portion of the existing driveway that extends onto 453 Birch Street. A 40 foot wide Drainage, Utility, Trail and Access Agreement in favor of the City will be provided over 453 Birch Street. Storm Water Management and Erosion and Sediment Control Per the revised Site Design Narrative and Storm Water Calculation report dated September 7, 2016, 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. The plans have been revised to construct two (2) NURP ponds and one (1) infiltration basin to manage stormwater. A Home Owners Association (HOA) will be established to maintain the landscaping and stormwater management facilities related to the infiltration basin. The draft HOA Bylaws indicates the association will consist of 12 property owners; however, all 36 property owners shall be part of the HOA. A Development Agreement -Grading Only was approved by the City Council on September 26, 2016 by Resolution No. 16-108 to allow the developer to commence grading work prior to final plat approval as allowed by the City's subdivision ordinance. Staff Comments: 1. The infiltration basin shall be platted as an outlot and deeded to the HOA. 2. All 36 lots shall be part of the HOA. 3. A Declaration of Covenants, Conditions and Restrictions shall be drafted by the developer that includes a detailed Landscape Planting Plan and Landscape & Stormwater Facilities Maintenance Plan for the infiltration basin. Public Land Dedication and Fees Cash in lieu of land dedication shall be required. St. Clair Estates 1!! 36 lots x $2,500 = $90,000 Tree Preservation Per the Final Tree Inventory and Tree Removal Plan, there are 114 total trees being removed on site and 33 of those trees are in a Natural Resource Protected Area within the 2 Basic Use Area (BUA). This will require 17 new trees for replacement. These replacements trees will be satisfied through open space area landscaping requirements. Landscaping Boulevard trees are required at the rate of one (1) tree per lot frontage for single family and two family lots. Per the revised Landscape Plan, thirty-nine (39) boulevard trees are proposed which is compliant with the ordinance. Open areas are being landscaped with 34 trees and 101 shrubs as required by Section 1007.043(16). Landscape screening and buffers are not required. Wetland A wetland boundary delineation report was prepared by Jacobson Environmental, PLLC on April 18, 2016. 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 the entire 13.6 acre wetland and 2.78 acre buffer is required. Wetland Buffer Signage will be installed along the buffer. RCWD issued a WCA Notice of Decision on June 8, 2016. 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 6-8 and Lots 17-18, Block 2 extend into the floodplain but the site grading and building pads will not impact the floodplain. Certificates of Surveys for building permits shall show the 887.0 BFE. Stormwater Pond #1 fills in 89 cubic yards of floodplain but 599 cubic yards of storage are provided for mitigation. 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. 5 Anoka County Highway Department Anoka County Highway Department reviewed the final plat and has no additional comments. As discussed during the preliminary plat, the County will analyze the feasibility of connecting Enid Trail to Birch Street as part of their 5 year Capital Improvements Plan. 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, contract for deed and final plat and has the following comments: 1. The status of Lois Speiser's interest must be established and the plat must be revised accordingly. 2. Since St. Clair Land Company has an interest in the land being platted by virtue of the existing Contract for Deed, they must be on the plat, too. 3. Mortgage consents to plat are required. Stormwater Maintenance Agreement The 2 NURP ponds will be owned and maintained by the City and the infiltration basin will be owned and maintained by an HOA. Stormwater Maintenance Agreements for both public and private maintenance shall be required. RECOMMENDATION Staff presented the final plat to the Council at the October 3, 2016 Council Work Session. Council is not in support of the additional lot. Staff recommends approval of the St. Clair Estates final plat subject to the following conditions: 1. All comments from City Engineer letter dated October 6, 2016 shall be addressed. 2. All comments from Environmental Coordinator letter dated October 6, 2016 shall be addressed. 3. The final plans and final plat shall be revised to 35 single family lots. 4. A Development Agreement shall be drafted by the City, executed by the City and the developer and recorded by the developer. 5. Deeds for Outlots A, B and infiltration basin outlot shall be drafted by the developer. 6. The plan set shall clearly indicate which existing sheds/buildings are going to be Con removed. 7. Homeowner Association: a. The infiltration basin shall be platted as an outlot and deeded to the HOA. b. All 36 lots shall be part of the HOA. c. A Declaration of Covenants, Conditions and Restrictions shall be drafted by the developer that includes a detailed Landscape Planting Plan and Landscape & Stormwater Facilities Maintenance Plan. 8. Sheet S3, S4 and S5, Preliminary Plat: a. Note shall be revised to "Lots 5-8, Block 1 have construction limitations for accessory structures, decks or additions due to 150 feet setback requirement from OHWL." a. Plans shall be revised so the rear building setback line does not encroach into drainage and utility easement. b. The Proposed Drainage, Utility, Trail and Access Easement over 453 Birch Street shall be 40 feet wide. i. Developer shall provide to the City for review a recordable document with an exhibit for the Easement. c. The developer shall provide to the City for review a recordable document with an exhibit for the Driveway and Access Easement in favor of 441 Birch Street. d. Outlot B shall extend to Enid Trail 20 feet in width similar to Outlot A to provide City direct access to the storm pond and wetland and avoid future conflicts with private fence installation in easements. e. The Proposed Pond Maintenance Access Agreement shown over Lot 9 and 10, Block 1 shall be omitted. f. The infiltration basin shall be platted as an outlot and deeded to the HOA. 9. Sheet S6 and S7, Final Tree Inventory and Tree Removal Plan: a. The table shall be revised from 112 to 114 total trees removed. b. The Basic Use Area (BUA) should not include stormwater pond areas. The plan shall be revised and tree mitigation chart re -calculated. 10. Sheet S8 and S9, Final Plat: a. The status of Lois Speiser's interest must be established and the plat must be revised accordingly. b. Since St. Clair Land Company has an interest in the land being platted by virtue of the existing Contract for Deed, they must be on the plat, too. c. Mortgage consents to plat are required. d. Sheet 2 of the final plat references Birch Street as 11. Sheet C 1. 3, WMC Buffer Plan: a. The Plan indicates 115,902 s.f. (2.66 acres) of wetland buffer but the preliminary plat indicates Total Area Wetlands (13.6 acres) and Conservation Easement equals 16.38 acres. Please clarify. 12. Sheet L1, Landscape Plan: a. Revise plan to indicate Large Tree size is 2" caliper. b. Revise plan to indicate Large Shrub size as 3 gallon container. c. Landscape Plan shall reflect any additional trees required when Tree Preservation Plan is revised. 7 ATTACHMENTS 1. Site Location Map 2. City Engineer letter dated October 6, 2016 3. Environmental Coordinator Letter dated October 6, 2016 4. Revised Final Plans 5. Final Plat N. N Neighborhood Map 250 500 °°° C I T Y.,.' S O F W E Feet IN ; KE s Building a legacy—your legacy. Memorandum To: Katie Larsen, City Planner From: Diane Hankee PE, City Engineer Date: October 6, 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 Final Plat documents submitted on September 12, 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 1. Stormwater Pollution and Prevention Plan: C 1.1 and C 1.2 — The required buffer distance from surface waters/wetlands is 50'; if that cannot be obtained, add redundant measures of perimeter control near Block 2 east end (NPDES Permit Part IV.C.9). C 1.1 and C 1.2 — Label temporary and permanent stabilization measures and their location and show estimated quantities of BMP measures. (NPDES Permit Part III.A.5.a & Part III.A.5.b). See note below Stormwater Management #3. • Temporary basin is needed per the permit requirement if 5 acres drain to a common location. Label and phase ponding/drainage schedule appropriately. (NPDES Permit Part IILC). 2. Please resolve Sheet CIA note on Pond 1 berm "Minimum of 2 rows of sod required behind curb — seed & mulch remainder of right-of-way (typ)." Is curb being proposed for the pond access road? STORMWATER MANAGEMENT 1. We reviewed the Site Drainage Narrative and Stormwater Calculations for St. Clair Estates, dated May 9, 2016, revised September 7, 2016 provided by Plowe Engineering, Inc. and water quality requirements are being met. Equal Opportunity Employer wsbeng.com S:\CmmmityDevelopmmt\Proje ts\Ptanning Cases\St. Clair Estates\Staff Reports\20161012 PZ (FP)\a2 20161006 Engineering Review - St Clair Estates Final Plat - FINAL.d= Ms. Katie Larsen October 6, 2016 Page 2 The Declaration for Maintenance, and Stormwater Management Agreements, will need to signed by RCWD prior to the City. The Declaration for Maintenance Agreement needs to include the City of Lino Lakes along with RCWD; please revise. The Maintenance Agreements shall include an attachment "Maintenance Plans" outlining and providing direction on long term maintenance of the infiltration basin, vegetation, and appurtenances. 2. The infiltration basin detail on sheet C 1.2 has a note with native plantings or MnDOT seed mix called out. This detail is unclear as to where it applies, all the ponds or the center island? It is still not clear how the ponds are being restored. The center island infiltration basin shall have native plantings and mulch reference the City's Environmental Coordinator's memo. FLOODPLAIN 1. Project affects the FEMA floodplain at Pond 1 due to embankment fill. The applicant shall obtain a Letter of Map Revision (LOMR) and provide the application to City. 2. Block 2, Lots 10 through 17 — 100 -year flood elevation from Pond 1 encroaches onto private property, please confirm and adjust if necessary. 3. Infiltration HWL does not match HydroCAD results. WETLANDS 1. The cul du sac encroaches on the wetland buffer. RCWD requires a variance for the encroachment. To review the variance request RCWD will require a sequencing analysis. 2. The wetland buffer areas need to be reviewed on the plans and corrected. ENVIRONMENTAL 1. No comments at this time. WATER SYSTEM 1. The water services appear to be in conflict with the storm sewer on the east side of the road from STA 9+00 to STA 5+00. 2. Shift all hydrants to the vertical high points of the watermain or show the watermain held down such that the current hydrant locations are at the vertical high points. 3. Change General Notes 4 and 6 to 72 hours in order for the City to have sufficient time to notify affected residents or businesses. SANITARY SEWER SYSTEM SACammunity Developmeat\Projects\Planning Cases\St. Clair Estates\Staff Reports\20161012 PZ (FP)\a2 20161006 Engineering Review - St Clan Estates Fina Ms. Katie Larsen October 6, 2016 Page 3 Extend SAN MH 9 and the sanitary main to the east so it is 2 feet from the edge of curb. Then extend the sanitary main to the northwest so it is paralleling the current watermain alignment 5 feet to the west and create a SAN MH 11 at —STA 4+50 to service lot 4 block 2. Shift the watermain 5 feet to the northeast to maintain a 10 foot horizontal separation with the sanitary main. Also, extend SAN MH 10 and the sanitary main to the north so it is 2 feet from the edge of curb. Services shall connect to the sanitary main and not to the structure itself. 2. Provide insulation where the sanitary main has less than 7.5 feet of cover (add note or label where applicable on profile). 3. Several sanitary services are proposed to be laid at a 1 % grade. This does not provide the minimum flow necessary (2 feet per second). 4. A tracer wire box shall be provided at the surface for the ends of the sanitary sewer service tracer wires. STORM SEWER SYSTEM 1. Add Storm Sewer Note that storm sewer pipe must be wrapped per detail STR-11 (detail already provided). 2. Additional storm sewer comments have been included with the Final Plat letter relating to grading dated September 16, 2016. TRANSPORTATION 1. The applicant shall submit the structural engineering design for the proposed retaining wall. The retaining wall area will likely require guard rail and should be reviewed by a traffic engineer. 2. The plans need to identify how the existing driveway off Hokah Drive will be restored, seed? FINAL PLAT 1. The infiltration basin in the island shall be an Outlot with a Drainage and Utility easement. 3. Outlot B shall be extended to the roadway 20 feet wide to provide access for maintenance and pond cleaning. 4. Additional drainage and utility easements are needed for around SAN MH 1 and the pipe between SAN MH 1 and SAN MH 2. SXammunity Developmeat\Projects\Planning Cases\St. Clair Estates\Staff Reports\20161012 PZ (FP)\a2 20161006 Engineering Review - St Clan Estates Fina Ms. Katie Larsen October 6, 2016 Page 4 5. The easement over the emergency access/trail, sanitary sewer, and watermain needs to be a minimum of 40 feet wide to accommodate the utilities. The plans currently show 30 feet wide. DEVELOPMENT AGREEMENT 1. Required with final plat. PERMITS The applicant shall provide the following permits prior to final plat approval. 1. NPDES Construction General Permit 2. Rice Creek Watershed Permit — incomplete as of September 21, 2016 a. Wetland delineation per the WCA b. Wetland buffers c. Stormwater and erosion control. 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. S:\Community Developmeat\Projects\Planning Cases\St. Clair Estates\Staff Reports\20161012 PZ (FP)\a2 20161006 Engineering Review - St Clan Estates Fina C I T O F Memo To: Katie Larsen From: Marty Asleson Date: October 6, 2016 Re: St Clair Estates Final Comments • All bordering trees on properties next to the project must be fenced off with orange fence to ensure there are no impacts to private trees on bordering properties. Show this on the construction sheets. • The City standard for landscape trees is 2.0-2.5 inch Band B. The landscape sheet calls out 1.5 to 2 inch. Change it to 2.0 to 2.5 inch. • A detailed sheet of all open space tree plantings must be submitted and approved by the city. • The sheet should specify that no more than 15% of any one species will be planted, not 30%. • A 25 foot minimum buffer is required along the wetland corridor. The cul-de-sac on the south side does not provide that. • An updated planting list should be submitted. Recommendation to substitute another species for the Fall Fiesta Sugar Maple must be addressed. • A planting schedule must be located on the landscape page for ponds. The plan must be approved by the city and not include black willow 0 Page 1 • There must be a designed planting plan for the infiltration pond on the North. The plan must use potted plants, not a seed mix. The design should be typical of the design standards for The Anoka Conservation District's rain garden planting design. A maintenance agreement must be written into the Home Owners Association agreement. • All other storm and infiltration, and buffer areas must have a 3 year maintenance plan and must be approved by the city. The developer must hire a landscape company, knowledgeable in native plant establishment to write a maintenance plan for and manage the native areas for this 3 year period. The landscaper hired must be approved by the city. • Conservation easements shall be dedicated over the wetland management/buffer corridor. The conservation easement must name the city and the watershed district as easement holders. • Signs that are acceptable to the RCWD and the City of Lino Lakes must be placed on the lot boundaries to the Conservation Easement area stating no encroachment allowed. GPS coordinates must be provided for the location of all signs. The coordinates for the sign locations must be in Anoka County coordinate system, NAD 83 and in feet. • In addition, Environmental Board recommendations as stated in Environmental staff report of September 29th, 2016 concerning Environmental Board Recommendations from the September 24th meeting, include the following: Significant Resources Protection The St Clair Estates Wetland Edge within the Conservation Easement area of the proposed project may contain rare plants. These plants if they exist would be in the easement area and close to the wetland edge. The developer shall use the following procedures to care for disturbance in this for drainage features: A fence will be placed at the edge of soil disturbance areas protecting vegetation from disturbance. 2. Top -soils from the conservation easement area disturbed for stormwater features be stockpiled in a predetermined location, and then reapplied to the site in as close to the original location as possible. Top soil stockpile areas must be shown on the plan detail sheets. 3. The conservation area shall be fenced off after construction to keep all construction activities out. 0 Page 2 4. An information hand out to residents purchasing houses in the easement area be drafted as an awareness/educational instrument for the natural resource conservation area 5. Signs acceptable to the RCWD and the City of Lino Lakes shall be posted in each back yard stating no encroachment. 6. The Conservation Easement have both the City of Lino Lakes and the RCWD named as easement holders. 7. The 150 foot no -build line for the Shoreland Overlay District comes right up to the back of a few proposed house pads. The developer must create an awareness of this no -build line, with written correspondence, copy the city and ensure all future sales of the property has the awareness document follow the sale. • Page 3 CERTIFICATE OF SURVEY WITH RESOURCE INVENTORY MAP r, , - .\ BENCHMARK 00} x'36"w ,\11, MNDOT STATION NAME: ATTER MNDT RESET N=o I ELEV. = 941.08 FEET (N1,VD88) N00 886.50 I LIV) EWET,-79 LOCAL BENCHMARK: TOP ''\NUT HYDRANT M < �of� ST.GLAIR ESTATES - Y� EW,T7 885.91 HYDRANT LOCATED AT THE NW CORNER OF °'ZZ /1/ EWET1=80 EWET1-81 N Q= for �t. \RSV HOKAH DRIVE AND SIOUX LANE. ELEVATION IS d •• 0 �s �s Z --for-- Clair Land Company 88.46`,��`V-5/ 897.49 FEET (NAVD88). I 11 aoQ C/O Jame Jensen .1- EWE I .. - . .. . - - EWET7 82 1517 Dawn Circle \. '"885.89 w EWET,-84 VICINIUMAP • SEE SHEET S 2 Ew 119 8� ; .. 8WE 42 85 Arden HMIs, MN 55112 x"87:25 ldl� x 888.6" for \ oy/_..+,.� le. - : j\. PART OF SEC. 29, TWP. 31, RNG. 22 x 894.77 ` `'11 all, �. 893 62 x* X. 98.17 SEE x 896.50 1 1 '77.50 .92.16 EWET � 86 � TOE OR %, '\ - O. \ ' x 895.83 70 - - x 888,33 EWETI-871 X. 897.98(p x 889.32 ��� 88574 0] x894.56 x897.25 9 x889,67 N 08 R. 1. 00 do 897. ` * `1 0 89 47 -ETRE AA N Ld = � : 89t1.g4 x 899 59,�( x ETREE x ET EES \' \,`� 85.51 1 N � Y :; : . : TO C. X 8 7.53: OS.B1i8 gpO-618--. • :..; ., x 894.67 '..,x 893-83 x 391.30 EWETI-88 1 1,- O ./ : : . E REE: 899•$ ELF ii x 887.88 885.93 . %1 • I \j = = x 854.22 898.4 x 889.51 EWE -119 ap x,94.31 x: TOE I%] U C) x 898.32 "� x 89Q.39 N m : f : 90 919, 95.45 �� 885.70 I" 86.11 892.01 $98.65 x901. 901.70 REE �, EWETI-90 1, d .. A APRON -CMP 886.29 Z FNDFP: ETREE x 895.22 EWET-99 ' . 0 d ` -0 898.72 99.03 x 892.30 �O ° �4 ; c ---\ $6-`�EWET1 z 3 -O 893. 7 TREE 887.08 �9' `\ J.Z. EWETI-91 893.05: x 899.97 x 889.71 x , : X 89,9.50 02 - 885.77 r i' : x 901 51 902.75 89523 ' EWETI-93 -..i }gM x 0 3 Z ETREE .X m886.11 885.43 / I EWET1192 �`\ o X i1 a 8 R E9 x892.57 887.48 1 I "EWETI-100 885.32 _ - I < 0 89 63 1 x i 0 EWETII--96 / EWE -94,-- 94 -_' M O < 898.45 EE x 840.51 889.48 c ' ,111 ?� �5C ' SITE N U O I V% <' x 899.39 0 - I 11WET1 101 885.70 / z = i EWET7-95 -884---= ' d I. _ v x900.43 . ''t 44 I" I ) 00) 'I 89?00 .92 , x E EE x 897.66 ' In ..r Earl Chil�ood 0\ c0 I x 903.72 x 893.09 x 888.63 IMF 886.49 Y NO < rn , ET E 904 52 .X 889.92 : I\• EWETI-1 02 ` Hoffwt m Pizza ` z a y 11 897.58 x ET EE x 890.59 Z_ c -0 893.52 897.37 897.47 x 898.39 i Luno Lakes One Stop 6 Bi rch St _ _ "1 3 v 1 7.51 .4 -1 O < - - � ETREE x 900.69 903.32 ' _ � \\ 3893.97 . % ": x 904 27 905 20 ETREE x 898.84 X86. 0 103 d11: vJ . * \' EX. ^� x x893.35 x889.09' �W 1- _ ( SHED 1197.10 893.92 I i' WETLAND # 1 ANOKA COUNTY MINNESOTA o 0 M �� ' ` 0.20 x 891.1 889.98 rt I�1 0 O I O 893.71: �W - O RT H ' o 0 x: w .� x 89748 /t' 02 07 £TREE t 11 I N z = `Y x 899.39 EWETI-164 I M X"9 N (NO SCALE) I I J Y N 896.61 - .A x 903.59 z 899:09 I N N O O Oz x 902.85 x 903.50 - x 894.63 N N N F -I •y I '_ 04 rI tt O 89.69 88,x5,:.1 r%1 0 In I'_ Ih�w ' 89462 x_ v1U x886.66 •�;•,. x881.70 >< 90.17 III EWET18105 LEGEND EXISTING PROPERTY DESCRIPTION ---- N0C NOS 893.71 :: g1 Z GARAGE 896.11 x898.98'•• x90134 : �' • DENOTES IRON MONUMENT Lot 1, Block 1, Speiser Acres, Anoka County, Minnesota. Z � � x 903.04 x 8 - I c z c -o x 9n1.71 .....X 9Q2 07 9 886.10 1 / z 3 898.7 FL O Q 894.8:8 :.•' x WET1-10 i< 893.88 __ 8fi .48::1 E 6 FOUND AS LABELED o_o< i O DENOTES IRON MONUMENT SET, - 894.4 : ' 896.34 x892.02 x890.78 I ZONING ` 89.84 855.38 x96.57 I I MARKED RLS# 25341 N ,95.08"• ................................................. x 898 49 Y I rn DENOTES ANOKA COUNT 0 I,,JJ EX. : SJB O`/ ,.•.978 x 896.E - °• I 886.44 EXISTING R 1 o= o SHE 895:16x893.52: - '899.17 x884"43 EWETI-107 CAST IRON MONUMENT PROPOSED: NO CHANGE: R-1; VARIANCE REQUESTED FOR M � _ 89.47 x 850.60 :: I �,Y 895.33 x96.411 ❑ DENOTES CATCH BASIN �& I OO w x896.04 x89Q48 x119137 `I II LENGTH OF CUL-DE-SAC. I 8q, H Q' _ li i ' ' Qt 11 OD DENOTES STORM SEWER MANHOLE I o: < s. . In 3. 1.0 " � x897.40 x89656 .. . :I 1511671 OO DENOTES SANITARY SEWER MANHOLE GUIDING =Adm .. x x.,.65 x895.15 86.71 0 98.18 N 0 4i (P _ "895.92 ._.......:v.... X 897.97 893.19 x89 o •• N 893.86:: X x 1.ds 1 e� DENOTES HYDRANT Z , P WELL : I `� DENOTES POWER POLE EXISTING GUIDANCE: LOW DENSITY SEWERED RESIDENTIAL Z 3 x892.29 PROPOSED GUIDANCE: NO CHANGE 0 0 < x896.15 I.t ' X 952.36 DENOTES EXISTING SPOT ELEVATION g87.b4 MUSH x888.93 wEr,1-109 DENOTES SIGN :. x 897:00 :�_ x 896.26 x.893.79 : �\�, x 897.27 x 892.38 i -� -I v) 893.97 xs97.34 x891: / ❑r DENOTES TELEPHONE PEDESTAL 895.51 N - 0 PROPERTY IS IN THE MUSA DISTRICT. N2w 0 a x891.62 � _:. WI I /-� `" WIT1-110 n ��< \-/ x895.62 ;'. ::'' © DENOTES CABLE PEDESTAL --- _. NL¢� L__ w x896.35 ., 893.61 •� I ❑F DENOTES FIBER OPTIC BOX NOTES - x 895.44 x. x892.48 ' NN .� 1 ___ MVO( -\ ;;, w 895:14 x897.06 . x896.73 x891.62 89074; Z`�/:: II ❑E DENOTES ELECTRICAL BOX --88 ND 0 L_J z 1 6 ET1-111 - (n -'d Sp722 Site Address is unassigned Birch Street, Lino Lakes, MN. Y� 6 •-\ x .. 886156 � DENOTES GUY WIRE d .. ,/, L_J < 895.14 x89521 890.84 x.57 y..: ,S EW T1-11 - Pin. No. 29-31-22-32-0044. Z DENOTES STORM SEWER APRON - Fee owner is James H Speiser & Lois M Speiser. (�,� �I' x 89286 .••'*1 3UP / : . 886.'73 x 895.98 x 894 82 . " 889.50 1 -'J d O < a x 891.24 . 886 41 EWETI-113 I x896.84 •: x89or18••••• x iN EWET, 11 :\I'. DENOTES WET LAND - Field survey was completed by E.G. Rud and Sons, Inc. I Cr a :: x 896.91 - 804 n_ BFNDFP :' N. I o X EWE7,5;;6 -`\ a� X X DENOTES FENCE on 2-10-16 I 11 n 3x4.74 �11 1,, g� x894.77 887.19 1?) T17 ' _�, 96 . DENOTES EXISTING CONTOURS - Bearings shown are on Anoka County datum. � NI.- L_J " - <"' 'S 8$6-T8� '-3WET---_----`-__. - DENOTES EXISTING LIDAR CONTOURS - Wetland shown was delineated by Jacobson Environmental X 895.59 8$7 29 . �� /E TI ___ _ N3 < `i- , s 89#31O x890.56 x,"6144 DENOTES TREE LINE PLLC, April 13th & 14th, 2016. Area A delineated May I o x119572 - 9th, 2016. I NN,_ \ ' >, U 94.43 1, 1:- > DENOTES EXISTING SANITARY SEWER _-----__- Property falls within 2 FEMA Flood Zones: Zone AE, an ;' I z 1„ Z x598.62 886.53 DENOTES EXISTING STORM SEWER area of 100yr flooding, base flood elevation of 887.0 and z x 894.11 w �EWET1-11� _> 11 0, z i0 894.70 x LL "< W Z x.95.1 x1194.29 x"9,."o xa9Q.9S '1x,86.48 DENOTES EXISTING WATER MAIN Zone C, an area of minimal flooding. Z . 8 z 886.79 z 3 � _1_ _ x896•,7 , "1'17 } EWET1-�19 OHW- DENOTES OVERHEAD WIRE Tree Inventory by Jacobson Environmental, Pllc. Dated d0 < � 894.64 Feb. 3, 2016. Tele: 612-802-6619. / 894.45 c.1 SBJLdI 1 Z r `�' EX. a x894.68 7f .26 ' _ DENOTES CONCRETE SURFACE - Boundary area of the surveyed remises: 30.47 Acre's. i SHED' 896.26 ' 886.7"11 �I, y y p / /-\895.03,94.67 , x891.92 JI EWET1 X1211 r-- 1 - 887.51 z- FENCE-SWAL OSB#3 x ,�. I I I DENOTES BITUMINOUS SURFACE Survey is based upon Title Commitment File No. 53,8574/ EWET, 200 ") O 894.97 894.43 ' - 4 '-4 894 88 ; x 894..60 888.89 �. i x 886.48 L J --__ oZ ' -` 887 4 _ ___-_ r- - - - prepared by Land Title Inc. issuing agents of Fire ,--888-- 0 Z (y L _ J 894.53 0. 886.73 ' = 0 - E , I - - DENOTES GRAVEL SURFACE = I Oo -- as44�a .66 : �, Ew T1-121 American Title Insurance Company, dated February 15 - " NDN= /' "\FNDFP 1, i Y>..-----=-1 - 1 / -__ I z= Y a x 894.99 ' 00 N Z O0 O -- 1 w O i .EWETI-197. 8$8 51 887.79 N <z _ I p 886 72 w 201 6. EWETI / �eEWET1-198 EWETI-199 JZ --r AIT,- w x892.33 �%: EWETI-123 /, tw M=z IO ��_ x895.491 ;- i1 � x894.90 x894:59 .,;x 88989N 1. I, x886.37 PIN�,No. 17-115-22;14-0008 DENOTES ADJACENT PARCEL OWNER INFORMATION X8'81- o`1.%F 890.96 I Owner: City of X ' ;EWETI 196 Ov U<� 1 1 1 894.59 x z 95.39 O.9 x8 7. 0 v ENDFENC NX� L1J SWALE � ER ANOKA COUNTY TAX INFORMATIO _ ---------8 0-__ X 894.75 - x 896.53 %, \\ - -- ) ,x,8.11 - O d W -T _ ':. 'EWETI-19� e�. z y N -1- _ 2 N C Address: Unassigndd P N g X 895.09 I Z 3 0 % SBS _- DENOTES SOIL BORING BY ITCO ALLIED < \" 68509 x1192111`' x855.85 O ENGINEERING CO. (952) 840-_7_36 _ .�' 1 FENCE WALE x895.55 ,.. x89073 - �j- ,\1I, I I O �' x 894.54 '\ --$$ _ ,,887.86 � 1 89523 � X:_896.07 x896.53 "x888..41 V / EWETI-194 4.91 ,�5'� 0 0_ 895.11 96.03 886.91 ` ' 887,46 1 V I X 896.82: EWETI-1�4 EW �f1-193 1 0�o ' . WETLAND - 1 ���� N = x 895.74 \ , ' 887.09.' \, / . ' I Q Y , , : x 886.52. . 893.29 ___ ................................... x 895.91 : x 891.61 WETI' 92 .\\e �� 11 x I �i �� 1 O w ' '_- = O x894.69: \� I .____ \ ____--r � � � 11 Z Lr) ! ` of 04' a 897.34 x 896 68, :889 29/\ - `i --�- SETT O 341 I N L I O I 887 30 ( 892.93 \ i 892.8288 M EWE 1-1 5 I /� r y • " 141.60 SETP25341 FENCELINE O .. m 3 x 896.93 / "'. m , ; m 889 58 '23 E %7_R. 85 z O P x 893.32 x 886.47 / i' -� 3 EWET11-191 : :, Z 3 � x 896.48 x 891.53 / / \ d 0 < _ 895.77 %, x x94.92 1, i \ "", 886.28 I_------ --- FENCE-SWALE 86: ' d� \ I O x 897 3i ' � \ EWET1-190 O O ""1--`� `ii 97.44 x 896 60:896.07 'II r -N I / ♦ / \ I / /1 � \\ D) 01r 897.37 --_ _ - ") 897.32 i -- F< I I I I K I � \ '� - '"I'_03 �1 FNDFP 1'..• : SB#2 p9 8, 49 L / L _ \ / \ / I \ I `t, z `� \ /1 v---- 0 o x,97.56 .893.140 Crj : Oo EW T1-�26 ! �` c� \ i CCA a = X88 ` \ 7 Dc' N c o_ 2 x 897.44 � M O w , '.1. 891 3 V 04 0- Y j- oI z .: x894; /� N 0 O 00 w 898 "................. x ..7 J) .30 - I 5 6 1 8 N / ♦ ' 897.52 r �.. x,90 E 11 --- :III, ��r <� 13886.6 g i �c P 887 7 E_ LIJ = ♦ _ / i '<" x:895.89 x 897.15;' x 896.53 j -1271 ', \ 1 7 - � 0 z I _ x 896.02 I v: :SWALE o :. O WE 1 I ____ i r P O i r (� ,AII' 88ET17 , r 1 I 1I=¢ M / \ O 0) ,\I/. i y i - EW -1881 11 O .. W ___ _Din ♦_/ 3 Q7 pi . \ \ f , rte' z �, 0 rn 0 0 � \ , o� N to ,,j I x 898.89 x 897.88 - Cb / \ !\ x 86.67 00 I \, G t- i i '/ I Z 3 v d . _ /n _ _ J ; '• 894.30: x 893.22 x 890. \ \I. N \ <` \ �i I ' / /r d O < m \ \i Q 1 N /V\ Z; L 1 J ENDFP x89812 x 897.458 x 8 7 �`888.T 1/ G) i I d O < x 898.94 898.21'" '.., z 895.95 \ - I' 1 _ I/r _ - . 888.51 x 89. 11 < 837896.09 � $86.57X 88 ?00 EWETI i ' I �' _ x 898.43 1 EWETI (187 i I r '� SWALECID 897.67 / EWETT-12 * I OT- r I II M r" x 99.7 89 5 _7 WOOD ..... x89 8 RE 0x894.49 tr \\ - P EWET11-14 ' ! I/ II 7.23 OJ : w ETRE 99.7, 89 x x x893 893J4 .1* _ a I I I 11 o 0 O L ETR E 8 7 05 + 2) 868:32 \ --_ , I I I I I 0 898.87 x dj" ••• v I I 1 888. I ,_ Z 897. E REE ... x , P_ < ^ ,\II. I 11 I w ETREE 58�: EWETI-130 A `� ', 1 , ,N7 W = A t<% 896.44 888.80: \ G \i \' N. 1 86.98 1 I i I I , Y I 896 68" 899.24 X X� � X 895.40, \ P ;'I \ I 111 EWET1�185 i I N z J 0 I -* x SWALE: o x 899.82 898.60 .; qq \ I NOW 2 3 0887.46 \ \ \v �( ; ii I IiI I to}0 x892:73 q�_EWET1-131 A P ! _ 11 l��Q'� r7 W < N > 795x96 : ,VOA x 887.81 \ � 9 �- - V �, _ --- 11 I i jJ 886.53111 i 1 , 88.16 \ EWETI 1\$4 I � o � 899.53 � x99.99 897.25 x :''x 889.59 � \ � � 1 N FNDIP9808 •. EBIT+-COR FNDIP9808 � x x55.78 :887 88 x \, x / \ - 11 1 1 I I11 <� iri :EWETI-132 i / \ \ 1 �\ 6 0 900.11 899.83 : ."' / / \ - \ 1 li Z 111 m 896.72 899.84 g0$e11x 900.34 EBIT-COR+- 898.63 892.31 - --- , 1 1 1 ' C _0 FENCE-SWALE "" / � � �& ` I 1 I I 1 .W x900.80 8 �24 888.14" 1 11 I Z 3 -0 0 :904,05" 89812•° xE EE. EWETI"-133 / / Y 6? z w-RE ........x 909"00.87 X ... / V/ I` �\ 1 'i 1 I 1 I W i _ x 89249 ""� ' 'O I 1 __� a9z1° FND17�21NIP `i o EX 58958 a. xas7.54 vII < / / 3 I ; 1 i O BLDG. O N 897.94 '.x 869.7 I I, r I i % i I 3 EXISTING Bg8.78Q 89]_34 �9 4 88 33' \ I `__- ' ' / I I 1, „0j I .903:79 901.16 i BUILDING =1••/�I� LXX ETI -'°17.98 f_ _ i ) 888.40 _1 8A Plfil No. 29- 1 22-32-000$ \`I 90 X95 r ►SHED m I GEWET1 o= 4 w j/�k x _ Owner. LUKE' E LITTERIO I \ o 901.18 1. > V 897.62 i / I BWET�1183 address: 49'5 BIRCH ST 1 I I t` N w _ ; 900..86 x 900.99 'h, O M N Y j .� i 1 900 29 O 898.12""> k^8 1094.02 x 887.73 I ,\ I. II / ------ /I ' r I' i i 11 N- O 1 .> 1 I 901.37 x 900, � - ` N = I I 899 "8 898 33 " 8872 i `� I , r' i I i w = 901.48 899,64 Q 97 83 x 891.11 •. - 1,w I 1 \ I I pw W.ET1 135 1 a`p.1 / I/ i 1 P) } i r' 1 7 )4 4 d11. 1 886 31 � II' I N I' 1 1 819 I� In I EXISTING � 00 EX. E E END IK8N23 - 1 i EwEr1 1x2 rn 11 I I11 6)w I BUILDING 900 ,Cp... BLD" x 696.25 ;, 886.51 I 03 I 1 N I 1 EWETI-181 � i' r I v d I i BOXI I_I 9 895 34 SaB.J•7 \ O i i i I '\ EWET1Y736 �; 0 "1 I I 897 42 \ 1 888.28 8 Z `m I I 896.86 x "894.23 #1 - 888.28 \\ 900.67 I ' 899.33 TOE z 3 �i x 891125" x 89209 O.8 .33� 811 4 \ FLOOD ELEVATION = 887 FEET 5"7112180 d 0< I I TOE x*.... ., x 896 84 x I . TOE 899.62 \ 900.39 - - xTOP,...... 89800 TO 894... 88873 N, O. \ \ PER FEMA FIRM MAP NO. 27003C0365E. \\li, 899.5,2 EWETI 137• x \ _ �y'� �O� i1 11 I ' I I i' °' TREE30 90051 TOP �• g0 \'' .. \ EFFECTIVE DATE 12/16/15.11 I 887.22 r i 900 36' EX• 894.90 888 64 x 887.74 900.79 p 900.$3 �9 899.19 89013 EVG. 138 88793 888.. \\ NAVD88 DATUM. EWETI-179 It i FNDBUZZINDRIVE 901 "s EX.GAR. & TREE14 x894.6$ .1-4UP 889.0 \EWETI 141 \ O OAK 1 �� CHAIN LINK FENCE 894 18 21 `• wet 887 ss i , N W 0 : I 1 901.44 { 90 .57' "89418 x * x •SETIP 5341 888.8 & EWET1-142 \ - 887.77 ` EWETT\140 x 887.37 CO r' 11 r � = i i ` ,99:5 888 23••. x 88 EWETI-17 Qi I M < < I 1 898 91 TRE EWET1-1�9 887.65 100 YR H WL = 8 887.45 i' / ' 895;�8 8.23 \ OH WL 883 1 e , q, r N O Ar, I i o : 898.63 W3**E '� \ EWETI-143 \ 87'0 EWETI-177 ' 1'N x = I :: I EXISTING °� EX. 9ba5o o $99.95 88 5 x x90.91 \ / __ = I gob 90 N GAR. BOXELD160 xHACKB12 \ \\ ' `���` w o_ I I I GARAGE I4 0 I i I') 5; I 1 / -90128 z 898.29 "'82 w f 8817.83144 \\ MUM LOW FLOOR = 889.0 887. 8n6 >` I 1� ;'I ;�' I `1, I I _ 9bd.42 m 9 .�I I i I , N< 0 ' i 962.19 9 0.69 ` e I r = iri , DOOR FFE CAR -FF FIF 8J9.91 n 898. 897 11'. w \ X 887.92 \\ 881 '� r r / 1 1 x1 898.99 892.00 d •• I I / 801?63 -,IIo 894.54' x I 1' O z c -0 II 1 / b -1 rn 896 89 893.72 w ".� 891.46 \ \\ i O z 3 v 1 �� "m j EXISTING waTER=sPECTIc EWETI ,I +I , ' r 1 <90113 x-. ® , 1 1 r a O < 1 x800.24 GARAGE O �(p \ EWETI-175 / I r 1 I HOUSE 90 900 52� ;1.6AR-FFE EX. `� �' O 8�$ 06 \ 887.66 - 8 11 7 i I II 11 rI �� EXISTING d0 04 / 894.97 (Q xEV 1-14 \ FNDIP9235 gg i i \ 1 "O O' FfdD1�21NIP � i I / 898:48 SHED A� _ x896'67 \ \ 1 ''/ i i I i 3 / of 899."139 899.68 x 899.01" Q 6$8.26 JIL 887.61 �S 9 58 2 V) i � O � ss r � r / 8 x8• 88 , ys.EWFrT1 46 \ EWETI-I ,,. / 8 3 1 r !/ I I ' I 901.60 x - 9iS02 900.08 `� N� \ \ I i I, 11 In r- 11 900.09 96.07 1\ 1,888.53 \ 1 r' 1 1\ 11i (VIO 90073-� 899.95 SHED EXISTING 6'+• x\11 F,WET1 �I`rk7 \\ 889.43 m / III it `\ I ' %i \ ,1 O 900.63 1._ BUILDING 900.02 89g 1 1`\ 888.26 888.76\ \\ EWETI-152 888.02 "-' I /Il �I\`---- ', O -�' ® \ EWETI-148 ' EWE T1-149 A 1 , q, 895.4C 11896.51 ' \ �. 887.34 ��' / 101 �•� x \ 1.40 FENCE r i /'r / 1 / 11N 899.99 -x y 00 07 <990 10 •900.92 TOE o ]''� /y • $$7.75 ' /'I 11 ASH11._,O �...07 .90007. °89$99 902.18 589�58'zeJ���Lj et /z SETP25341 1 r` ' 1 .••' 900 i2 - \ 902.30 96.55 SW4.60� 1 888..3 1____\ \ I - -- --------- -- 899.6 ° 2 .ry < - 902 30\� ECONC COR SETSPK - 0 889.68 t ,88.94 W 1- 54 - -- __---' I I' r�+ PIN Plcf"� T1-22 32-0042 x 900.73 , EWETI-151 EWETI-153 �\.�/ / EP 1 - < �9p2.54 896 05 £ 888.93 "\1 I 1-1 - F1w . JARON B HEATH & oAK3s 904.73xTOE EwET1-155 "8x,35 �� KRISTINA A HEATH _- I I EWETI-172 1. I 1 905 01 ` gc1 889.04 ^ ' I I' Address: 441 BIRCH ST 89958 I ASH59x 90042 < #D06R FSE` EWETI-156 EXISTING _ i- Ln I'7� HOUSE\ \ ` EWET1g 157 ' r' I I\ 900.53 r 1 / / I / A 9 �\ `` 888.85 EWET1g'171 i' F < I IN I +t ` K'---- A- I I __ /\ \ I CV 'I MAPLE12 1- < I I I I K I 0 I \ 89 `- ------ E 8 -- I WET1 15 1-i 900.83 0 i ,� J" \. ELM8 "' 888.65 i � i '\ -T- O ►`� ---_-- w1\ 15 9 IN K 29-31-22--32-17045 1 ' \ 699 s 3 ' 900.94 ------------------ \ 95 ; I Own,6 MARNr-(SAY SPEISER ; I x ' - > I xFami 4 IO I ` ` I ------------------------------ W 5 11 IAd ressy'485 BIRCH ST I I '� f -.cM� EWE�1-160 `�T 111 I 899.92 x , _ 1J ' w I i ---900----v ' , i I _T- oAK3G 900.90 PIN No. 29-31-22-32-0046 PIN No. 29-31-�2-32-CJ003 PIN No_2�-31-22-32-0004 �lQ 889.69 i- 1 I ! I 1- 1 900.64 - _ ` ` ' I EWET1-171 `I �� \ ` `\ I I , %MAPLE22 Owner: JAMES H SPEISER & } Qwner: MICHAELSQN CARE OLL I ,, Owner: ANOKA �flUN-TY _OF \I 1 ; `b; t 1 �' 111 ' , ass 46 LOIS M SPEISER L & PHYLLIS Address: 473 BIRCH ST - �' 869.65 14L900.,4 d 1199.35 PINE12% MAPLE24 Address: 453 BIRCH ST AdOress: 461 BIj�CH ST I1 a , 1 EWE -1 1 I , CO -SEWER? v .vO , 1 >2a `vv � , i I I 1 '� � H 889.48 - I 11 r' I • 899.56 900.05 yy, I \ I i I ' 1 1•-.8'. \ 16, ---- i 1 N. / �PINE18 OAK34�A<'+ 11v I i _ 1 I , 1 1111 11 X11 I 11 _ __ � ,\ �V I 1 1 T 899.54 1\ '_8 1 1 ` \ I 1 ---- ELM22 = I v1 1 11 I 96 � '11 1 11 v ' 1 '1 } _ -* 900.35 \ II` 1 1 1 1 \ 1 I I 1 ' ', `w`I ` 899.53 I4 SPRUCES vv \\ 1v, Ili ,I 1 1 i 1 11v I I I I = ( I `, ` I 11 �I I 1 I 889.14 -'' / 889.94 I 11'1 1 I I \60 1 _ I i ; i EWE'11-163 EWETI-165 8W9r1 I I/, 900.54 , Rim=897.62 1, EWE -__ 90.37 0 li T i 899;45 I 11 I I 1 ; I \\ I I v`- A���, 1 \ \ 1 L PINEt2 -I _---- I, _ -___ - -161.1 ' __ - 900.08 y=-PINE13 / I , -I 8�4•V6 1�EWET1 162 'x.889.7'7 441 TC �I -� - 900.12 900.24 u �r g 990.03 �' 3 85 _ 1 MH SAN .900.0 VALUE -GAS E60.21 .... EBIT EBF7 SE99 �' 899.88 I /�nV 90 87 89 711890. 14� WE,1 t 8 S IT 1. . TC /ft 8 SAN. VC 0 45% 900.23 900. 9. 899.90 o --_ -------€ E 1=16A-'-EWET1- `. � 897.61 �, n� �7 16'r TC < \\ < MH -BUZZ? EBI EBIT •'•.,.&95.99 IT OYi SC-B8TAPER ' -COR MHSAN-6 751NVW -5705 3��G -- \�`9 ' ' E SD 89:79 89b.1 1 762 896 9 900.57 < .... <.. < •• - - W EBIT 3 -- - 8 SA1V PY Q47% < < < `EBIT ----- --------------------- ---- i 6 ,1 ___ 8�2 • 900'4 TC 900.64 900.32 900.05 8 ...............••'•8 9.78 899. 8 41 21 __ TCI T TC o e x'16 116 WATER MAIN I �� I I I I f -I I PTLISI 11 899.E O 98.74 I' 898.39 TSCOR O -- _ ,WoI < < < ......,- I < < - - < < TC -AN E-P'T TC- B __ < 881184 8 EBIT �------- --- EBI << (D 897.9 898.11 EBIT EBIT ------ --- ----'/ '---_ j y�JO T�-�_ x � •'••. 899.25 5 899.27 8" FORCEM AIN 899.02 898.90 I ------------ . 899.4 ___ 9 900.51 cis, •.,. O GL TCB6-18 TC -898.76 TO TC GL 898.04 '897.95,..".."".".. " _ i O 897.98 897.81 897.3�..I Inv=888.12(E) 0.,, EBI1 -r- DROP-88 •"•"......••.. ECONC-EBIT 8 -- - - -- CB -FL n I I I/ A/\ \ 9 /\ I\I 11 I I I`� r\ I r� /� 1 1 i� I r� r r I F< I F! I I'_ -1 I F! f f I ``\ ii 900.16...... '••.40 00 899.84 \ \ / / I I I \ } 898.73 898.52 898.24. 8y__; L/ I 1 I 1 1 1 t L L 1 _x , � x 899.62 , 898.. >x x x -;� 900.75 v 899.31 899.17 901.09 �I j ' X 900.40 A \ I I% I / A IN IN I I ► 1 -1- . / r I IN 1 I -I- / \ r - \ A' / A \ / r \ I A -I- A I / \ A..A .......... O O /\I\II IK /\ I I II 11\I I Y Ff II ,F-1 I _I I.. -Q\/\/ /\ Y h/I /\ 101\11 I"..... .... "I r 897.64 �Y /-\ l y \/ I\/-\ \/ \/ \/ 1 y I I 1\ I \/ I I I \/ ♦ r /-\ I I L_ /-\ I �% l..y..\ % I I Lr)' EBIT-ECONC 897.58 900.74' 900.48 ,.......• TOTJ x'22 899.97 0 899.fi9 898.93 899.13 898.98 898.64 898.72 898.56 898:27 r.R-FI 897.58 EBIT-ECONC 900.83 TO TC ................• TC TC � TC CB -FL TC TC TC -LOW TC --_ TC ����� TC CB -FL GL _-_______------------- --11 ___________ 11" SAN., VC I\ 900.9 900.59 > ' > > > 899.80 > '899.39 > - ->> > > ___ -856. N'V17 03W `9900.87 10' SAN. PVC Tc TC -CB C TO MH+ -CENTER 89992 899 EB111 898.9 -`----_- 897.8 ,' -886.63 OHW \T OHW OHW OHW OHW OHW OHW OHW OH OHw- , "97."s 1 IT -�`Rim=897.62 _ 6-0 rc-B-TAPER Inv=879.38 ,i_ I / I I- / MHSAN898.90 Inv -879.95 -- 6 1 1:,. i _ _ 11 T .L1J I ,\ � Rim=898.9 I �- 1 v -�' r- I -J --- <`I1 I - ----„ _ s I •: c _ I B-18.95 '- I 1 � .-, _--- I `\ ` _1- i 1J >♦ /�___�\ III , I/, \�\\ '_1 /' 1 1 r- A I A A I r\ /\ A I 1 1 F__ / t, . �> ` I I ```\ l 1 \ _ _ __J I 1 11 I f1 f- I AI / A IAI I I I I / A f� \ /-v u_ v 1 II / 11 , I ` 'I - 1- I I a 1 I I 1 ,/ 1 1 1._ 1 r/ \ 1 y 1./ \/ / \ 1 I I-- I i I e_ I, i1 I I I''`\I` I 1\ L r -- I w. F-1 f- 1\1 /A\ I\ 1111 `I I I /_} I- 1 I I 1� 11 900 I \ \, i t 1 \ / 1 1 L . I I y / \ I y � / \ / / \ 1 j ,'\ 1 1 \ \ '111 I hereby certify that this survey, plan" L- " 9 W MW won ' 11 or report was prepared by me or under \ 0 . nUU a now Inummy direct supervision and that I am 14EST. 1977 Professional Land Surveyors a duly Registered Land Surveyor under GRAPHIC SCALEthe laws of the State of Minnesota. 6 776 Lake Drive N E Suite 1104,,,�0a,,,,,.W,,C_, 5o G 25 5o G1 o Zoa www.egrud.com L L k M N 55014 Ino a ea.. DANIEL W. OBERMILLER ( IN FEET ) Tel. (651) 361-8200 Fax (651) 361-8701 1 inch = 50 ft. SI\rud\CAD\15p1 _-1jA15822\15822PPdwg 9/7/2016 8103119 AM CDT Date: 9-07-2016 License NO. 25341 11 1 I 7 - 1�� I I I gllrl 1 I 1 1 I I I DRAWN BY: JEN JOB NO: 15822PP DATE: 3/04/16 CHECK BY: dwo SCANNED ❑ 1 5/09/16 City Submittal JEN 2 6/24/16 City Submittal JEN 3 9/07/16 Add topo on Birch DWO NO. DATE DESCRIPTION BY S1 15822 PF CERTIFICATE OF SURVEY WITH RESOURCE INVENTORY MAP P*aofowa 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 , $�L I 8, 23 Owner: ANOKA COUNTY OF __----- GRAPHIC SCALE 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. iiniun • DENOTES IRON MONUMENT CHECK BY. dwo FOUND AS LABELED O DENOTES IRON MONUMENT SET, 2 6/24/16 MARKED RLS# 25341 _110� DENOTES ANOKA COUNTY NO. DATE CAST IRON MONUMENT ❑ DENOTES CATCH BASIN O DENOTES STORM SEWER MANHOLE O DENOTES SANITARY SEWER MANHOLE DENOTES HYDRANT zoo DENOTES POWER POLE X 952.36 DENOTES EXISTING SPOT ELEVATION DENOTES SIGN 0 DENOTES TELEPHONE PEDESTAL © DENOTES CABLE PEDESTAL 0 DENOTES FIBER OPTIC BOX 10 DENOTES ELECTRICAL BOX rl DENOTES GUY WIRE DENOTES STORM SEWER APRON Address: UNASSIGNED 883.11 -` 883.18 NORTH '\11' DENOTES WET LAND FND1 21NIP 8088.28 _ 883.21 883.1712 X_X_ DENOTES FENCE __8833 .................................... X..... ...-. . 883.65 ............. TOE Eas.9s ......887.02 �: Es3.67 DENOTES EXISTING CONTOURS .. ... .... .Top__ .... TOE......... WET1-4x883.8866 ... ----- x TDP.... .-_. 883.78 O .. 80P.97 x ... SCP 41 887. e. 3 3_ EWE.T.1-s EE3.10 --- --------------= DENOTES EXISTING L DAR CONTOURS DRAIi\iA ANI7.......- X ..887.24 x TOP ..... --- -,, I -----------------------------------885.17 X 885.60 aas.7 84. .»a 8 I U TILITY E 1 ENREr12 6 I44II _ T -0E--$84.------ TOE x TOE TOE EWE - x 8 3 gWET16 8 885.07 885.09 884.°7_ DENOTES TREE LINE \� 1 885:27\ Wet. a .. -11 E wet - > R WWET1 10 EWET1 WETI 1 5 8 8.15 : 85,60 884.79 .......... .�` x� \. .............EWE -T1 --7x886.10 885.33]7 xa8s: #. 84 \ DENOTES EXISTING SANITARY SEW 1411 x885.18 885.65 T P t' : •8115.3 EWE'WL§.56 E 88 .96.'X. 2 � ET1 -13. 3.13 '' 8��.92 � T x .. �.�87 � � Oe�E:... EWET1- _ 6 i� W x 88 ............. 885.67.._ EW et -- - 1 x 886:228 O' -- 88392 ---------- 885.06 x ea7 so - I MAIN '-----------------------------------------TOE-----------TOE 8 5.91 .............. _... ..... x887.82 e 8853 ".. ._....... 6... 2 W E .76 .................. x..........x T E: 883.9 -.17 1-19 ----- ----------- 888.12 - 88 OHW- DENOTES OVERHEAD WIRE - ssa.sz rop' 8B xEs@.2s as . 1 ----- - --- ---- ---- � 8887 TOP x x '\ 8 EWET1-20 1 - T9P -x. .. X 887.32 888.33 i -- ~'.. rt x883.05 DENOTES CONCRETE SURFACE 55gg { -- - -- 888.83 .......TOP 888.90 TQE --------------------- I PIN No. 29-31-22-23-0016 TOP x . x.. x888.72 X888:43. i DENOTES BITUMINOUS SURFACE Owner: OLLILA DANIEL W & BONNIE L 87.80 x 889.72 -- _ Address: 6680 HOKAH DR 883.0 L_=__ -=J 888..49 EWETI r- I x886.01 I DENOTES GRAVEL SURFACE ------- - .................. ....... .890......... ---- _ 1�889'9i... ---------- _ 890.10. L_ _j - -- - x 890.52 x 888.65 -.- 88869x 027 - ....-TOE ET E -END '•., -- ET1 22 884.90 ' -----17-119-22-14-0008 .� 891 �o � 691.11 PIN No. -DENOTES ADJACENT PARCEL OWNER 891.02 x$90.32 •. X 8088.84 -______-___-_- _______ (PER ANOKA COUNTY TAX INFORMATION) 885.01 883 02 Owner: City of X J EINFO. / { EwET1-23 Address: Unassigned P N \ I x 892.57 ------ - 359 `590:04 SB#2 DENOTES SOIL BORING BY ITCO ALLIED �\ \` i . • 894 72 REE E 4 O - / 9290 SB#15 ENGINEERING CO (952) 840 7366 X890.02 x �8 gs 8904.9 *892.80 N1- 884.80 • WET1-24 1 -j- TOE 2492 886.88 \ JI ✓�i ! z oy 84.19 w x 895.51 V 8WETI -25 __ _ -26 897.0 3.15 ��°.884.24 2� X883.16 WET1 889:39 = 898. x 888.80 \ _ TOE " 584.18 ` a x 890 46 TOP. 89Q x 891 31 T1-27 % PIN No. 29-51-2'2. 23`0017 x 898.25 µet O 1 Owner: WALSTROM 8REN6A K , , _ 883.1, O Address: 6672 }IOKA�J DR \ `- x 894 73 EWET1-28 2� 899 58 I _ _ FEN CL -TOP x 896.66 `� x 690,59 OGiSJ ago 74 9 J $8978 fEWET1-29 X 89013: TOE - x 892.72 884.05 it I L _ J 889.97 \ _ EX. SHED]] 00.57 x 889.648\83.20 L-/ 890.08 ��q x887.90 x 895.83 884 26 890.64 ggOJ2 : 901.8 x898.08 El 30 / TO t<<35.76 x 890.62�/%�/J/7 : X901.68 : X90 x 889.98 x 888.67 890.51 "(/ 890.45 O PIN No. 29-3V-22-23- 0018 EX. x 901.60 x 89257 \ SHED x 9 0.64 - x 888.35 N Owner: KNILANS BRIAN' C cw E EE P.88421 & PATRICIA H ; z ' '902 x EwEr1-31 04 • w . FEN CL TOP 37 Address: 6664 HOKAH DR L _ II O) t w x 898.89 yo ` n W Y. :.893.98. r r ii it L.L O� aWET18 32 �I x 800. c0 : z: x 900.61• • x8 7.34 O) z :892.34 D x 889.888.64 x3%4.88 900.89 OF, 94v ETREE x 897.55 x _ _ x 890.82883.08 9:02.32 ',, i 1 �♦ SB#198.82 89182 x 888.44% EWETIS�.33 ` `y 891 13 899.66 as 8 890.66 /♦ �: � r 901.�r•#�• 901.66 x90049•'. .� 1-1 WET'�� -�_ �� FNDIP x8 .39 84.31 891.00'x 889 91 /; ♦ �I� FEN CL TOE 4 To x897.97 ) X 893.55 8 5.33 r' J i \ x 899.27 _ UP 883.70 A % /_♦ ♦_' 901-87 x x 896.89 -�. E T1-34 i /-\ L _ J TOP : -X 883.12 J FFE-NJALK041T - - J x 8 7.41 X 84.54 x i i 900.55 - /Y1 ' x890.62 s_ x 890.45 %4891 69 900.9x - _. , x 889.31 x ;' ETREE -- ' I i it PIN No. 29-31-22-23-0019 �� x x897.37 ;434.52 x893:61 884.41 883.16 Owner: KACIE L JOHNSON i' 999.90 ,EWET1-35 II MATTHEW J SCHUGEL `-- x896:.5 Address: 6656 HOKAH DR I ' I �I I , L 1 J 9D1.A6 x 900.55 X 887. 2 x 85.13 -T- a TOP• x 891.09=y _ x 890.82 T ' 891: 45 'so'i's7 901.2 x 889.50 I , ,\ X :�_ :FNa1f2INIP ETREE / 893.1'4 x x x 893.76 883.20 I ii x892..36 x899.56 :897.36 * EWET111-36�� :x 891.93 ,xrt85,67 A ,�\ 901.44 O,( Q �9 ` x 895. a3 x894.61 x889.9 T -70 �� I x 892.87 x 893.31 O \ /�i� 09 TOE : c x 9 1 82 x 893.83 x 888.21 885 35 P11J No. 29-31-22-23-0020 9o2i3364 REE igoo.05 `J I I Owrter: JOHN M MACDONALD TRUSTEE TOP - EWETI-37 / Address: 66 8 HOKAH TERRY A ODR LD TRUSTEE 986 Xo ` �/� %i 7� A . EX. x 896.08. aWET18 3s i SHED 998 4:7 <�n.79 �O 883;75 �\ 894.54 SB 17 x 890.20 EWET1-39 i _ = 894:.67 x 894.59 x897,98 # 884.:24 O x894.60 TOE x91.52 890.5 EWET1-40 O O O X 895 67 E REE x 893.56 886.23 O/P O F TOE 50205 SB#13 x ---- 6' :TOP: x 901.00 x 89641 I4 \\ r, M s 60 I PIN No. 29-31-22-23-0021 898.96 x8,4.45 x589.94 884.39: Owner: MORIS ROBERT A & BEVERLY M 8 EwET1-bt CP9 0? Address: 6640 HOKAH DR 895 17 X 897.97 8. ,23 O I ` X TOE : EWET1 x 883.15 I .. - 886:10 EWET,-42 x 893.89 �\ x 895 24 x x �I PIN No. 29-31-22-23-0002 ' r; x 895.02 895.05 FOE TOP 6? X£ QEE x 896 5b I, `� EW 68 43 Owner: ANOKA COUNTY OF r ', I� LL1 Address: UNASSIGNED ; V J r 895.24 � x 889.74 •d- EX. x 75 898 15 - 85.5 (� _----- --- GAR. 900.22 99.31 x (_ x 888.14 I 04 WET,- i 898. -- 894.79__ --- W 895.43 TOP X 8r 94.97 EBI. Q x 895.24 i .. 886.08 .� r C-DSTYLE 895 08 $94 8 A FND4i%lNIP CONCRETE DRIVEWAY 895.85 8.60 X WE�45 883.04 894.6 -0 TC4 DSTYLE OL 8,94.7 895. 895s8Q 8$6.�Q2 896 0`5 - .896.03 X E REE .896 71 b _882--- 895.03 894.2 89563 895.39 \ -- 884.75 TC -BS 894.16 F CRTC 8 5.52 ET E EWET,-46 CBFL �� _ 898.82 x 897.49 x 896.65 x 893.60 895.16 .895.75 FNDRE R 894.76 f7, 894 S 895.40 - 895 90 x X x t CRTC 1 895 62 895 56 ETREE x x 894,88 \ 886.38 TC-BSTYL - 35 TOE x 5 894.93 95.13 GRAVEL DRIVEWAY. ' g5,t 899'.P7 \•\ x891.36 x888.13 xI 994.95 STYLE • -- - _ ' 894.81 $C4 BSTYLE __ - T aa4z T - ___ I I I TOP x897.41 SB 12 TC-BSTYLE 89465 895.40 #1� ` EWET1-47 883.14 894.85 i TC DST 895.16 895.15 \ 895.25 . ' x 897'42 O 0895.45 I e •� X x ' 8Y 82 1 i I 1\ 1 w w 1 r- x 895 42 ETREE Cp X85.66 I 894.86 1194.82 - 895.12 I I 1 I I X \ 1 /\ I\ I f- x 8 7.20 x 889.65 IEWET, -48 MHSAN 894.55 �/ I %/ ♦i / _' L_ I-� 1 '4 L 895.29 899.97 x REE x' 896.02 x 895.51 x 893.44 TC-DSTYLE X8.95.825, TV .66 ` \ x x 89.5-12" x 895.17 x 895-26 x 895.18 x 895.61 ':8 .5 97.99 895.05 DST 4.87 894.87 \ x 894 97 :ET 8898 2 d1r V 8C4DSTYLE'- x 895.19 x 895.38 x 892.46 x 891.53 x 888.36 886.0 /. - TC -BSTYLE x 894.94 895 94 PINE2 _ . ' 804.88 \ `Tx 894.69 x R94 ft9 �g95.�� x - < \ ; 885.53 883.14 \\ �' I 894.4] TES ER 89 .71 897. 896.3E ' '•I_F EWET-4Q ti 894.99 1.7 FND1/21NIP _ PINEz-+'.Is �\ f: TC-BSTYLE I a. \ 894.42 896.04 897.87 x 894.69 I cb TC-DSTYLE 896.06 896.35 TOP x 896.44 x 895.21 lb x 894.68 894.79 QQ 894 69 n' : SEX. 896.43 x 889.55 LLI TC-BSTYLE I11-1 5TYLE ��� ��Rim=894.82 SHED 896.41 = 886.27 _ PIN No. 29-31-22-23-0013 x895.81 f x:888.06 885.56 Inv=886.83(X1 896:07....,. x892.35 '01 EWET1-50 x883.06 V -T ) < Owner: RAUCHBAUER MARK & DEADRA -1- i Inv=885.95 S Address: 6630 HOKAH DR soP.a4 x896.63 \ ` East To of \ x N:� P X. x 7. 97.69 893.27 \p t.83.08 Concrete = 886.54 ETR REE ` MI I 895.77 x 893.82 ( x 892.37 &85.62 X TO O EWET,-51 \ (No Invert East) 1 x896.84 x894.83 x893.35 ' x890.77 x889.36 Z. i 883.12 \ M V 28 I- x 888.21 IX r1 V _ T _ `� x 89.5.70 00 x 891.91 \ 885.61 8 fi x.895.90 � �_ _ \ x892.41 W _ '1: EWET,-52 x-,,, 883.05 _l. J 885.70 :898.15 OSB#11 ^I�: EWET,-53 883.02 FNDF : x89610 x892.95 x891.66 • i 6 ii .x 8 7.71 x 895.05 x 892.31 89 62 6' , 898J5 p N' 885.38 S x 895. X. TOP : x x �: 8 x 895.40 8g�.gP38 888".44 Q) I bl� - Tl SHED ,' x 889.25 O 885.74 89524 z. EWET,-55 '8 6.06 x891.25 /� I - I-- PIN No. 29-31-22-23-0014 JJ 95.43. X:E EE - / x 895.51 / 885.73 Owner: LUCKOW RANDY K & DEBBIE 898 18x x 889.58 60 I T I - -- Address: 6622 HOKAH DR TOP 14 + x890.77 x886. 5 EWET,-56 / -- x895.23 O # ` ` / E885.57 WET1 X 895.06 x x 888.57. tt83.27\ / 896.47 _ 98.12 T1-57 • SB 10: _ EX.: .................................. ------ �- ............. x 888.0 ,\20 I SHEDs9zaE /� EWE ---' � 7 /-\ xEg' 895.27 6' EWET1-58 TOP �8 x TR E�9` . - a E x 888:32 �1� x �87 3 - 77 I x895.17 855.56 : a z iz 888.37 29'02. 579.'44 41.. " WETLAND �I�\ FNDFP 1`116 �'1wa�Ti1 6s E / 88611 V V I V D ___X 99 x894:4. 8.4467 PJ 887.0 3L'"' 59'0.3 -.� x886.5, 7 \9� EWET,-59 N E EWE 1- T1-64 x 886 85 / 886.53 } q S M E , EWE* E - 89621 'L s7�. 885.75 eM 8a6.z�i�M a� 11 6.04 EwET1-so 00 U T I L I T Y E R g C R E S /' I ♦ .: TOP x894.67 r 68 \i1i1-2WETx EWET,-62wET1-6............. q N p S P E I C - j- x 894.64 x 893.90 _ �'° _ 7 G E T 0 F / \ ` x.895.13 89 63 A [� 886.34q I N q �\ 883.31 x 894.86 x x 895.13 �' R R P L EE ••t 887.85 8 6.97 P E /-\ x894.85 x891.fi1 •'8 6P �'. T1-69 L i _ _ PIN No. 29-31-22-23-0015 /0- �� s, x 885.86 I , Y Owner: HOCHHALTER EVA �i x 585.73 ` I _ J 'i Address: 6614 HOKAH DR ^^� I: 886 55 ,6' 886.19 x 885..60 'V 88.63 EWET,-70/ J st 3 � � 71 3' E -76 885.52 -77 / V 1 ' x 894.98 6���6 �: x /7 41 887 11hPfE X885 82 x 894.98 x 893.82 9 94.52 X 95.72 895.44 890.34 x ,1I1. J 8C4 ET - 3 Ne 50 EWET, x894.72 x8895.97 x891.78 O %� \EWET1471 Wets 8868. EWEL 7Ei ,111-15 N4 508 J6"W _ T _ FNDFP 8 5.29 6j ' x 886.9 EETI I, Ti -7 I � S EWE 9 � x 894.13 TREE z 890.3$ 9 j , 8 � � pc +kV � � 886.27 885.91 SWALE 896.2 ` 6 '\887.73 EWET1-80 EWET1-81 r ' E x 889 6 SCQ. ��' A _ x 894.83 . 896.19 X x 895.46 x 895.19 x 894.99 (1j �• $N 6VOt ri ii3.37 I �r :T89 .57 x 895.37 x 896.,20 891.19X x:TOE 887.49 1_ J x 894.25 6.74 x 887.82 885.9 w 1, > x 894.68 T 895.45 893.08 x 888.40 _ - _ x EWET, 82\ -L PIN No. 29-31-22 :32-0028 896.61 , , x855.92 x895.55 w EWE.TI9 a4 1 Owner: TYLER R OGLE x s.s3 - x 891.55 EW 1-8\3 \ j ".EWET1- 85 �* Address: 6606 HOKAH DR x896.91 x890.22 x888.25 67 896.:64 -9 I I FND1721NI x 888.68 �r 8093.65 x 896.42 ' . SB 9(� 1 CQ x 888.93 T - x 894.06E x. 890P.82 .. x 894.58 892.4J�`��/ 9� �\ x 894.77 I\lr x 897.50 .. x 892.16 x 98.17 6EE1 x 896.50 EWET1� E6 ` 893.62 60 TOE x OP x 890.76 �` 0. \ ' x 893.70 888.33. CP 885.74 - X897.98 x895.83 x p, x 894.56 x 897.25 �9 x 889.67 x 889.32 �� EWET, -87I i C-4 x 899.08 Q O (0 O (O x 89 47 EETRE 8 08 N Ld z C97 b 890Q34 x ETREE X ET EE 1 J a r 01. ? 0899 8 say 51 04 O .i XE 7.53 ETREE •••.•••••• x894.67 .,x893.83 x891.30 EWET1-88 li N = = x 894.22 x:893.4 887.88 x 894.31 .TOE : x 889.51 t r� U 0 i : . . y - "- x 89Q.39 EWET13 89 :. 04 c0 89� 1 a 986.11 /r o •• of APRON -CMP 95.45 WET, r � m 892.01 $9&.65 x901. 901.70 0� REE : /� .'885.70 � � I�EWET1-9Q i 1 z `m F FNDFP: ETREE ' x 895.22 EWET1 `.\ , EWET',-99 Q Z 886.33 c 898.72 99 03 i x 892.30 ,�0 Q9 --8g6----- - I' EWET1-91 __-- 1 z 3 < 893.97 TREE j . FL O QS•�= 887.08 d J 893.05 X 899.97 x 889.71 x �' 4 ,F 891.98 892.57Gx 89Q.32 885.38 �0j I CBFL CBT i x899.50 `9� ' EWET1-97 885.77 �/• rjf% 895.23 888.6 �<�' w � � � 2- EWET,-93 -" I INV+j�- x 901 51 ETREE %_ : x CD886.11 885.43 / -EWET,-100 EWETL 92 C) r ,,, 8 5 39 x 892.57 887.48 885.32 I U10 89 63 REE x % EWETI-96 '85.46 Ilr I M O Q 898.45 EE x8' 51 889..46 EWET1-94 I r 04 0 �i x899.39 �0 i 885.70 '' 8 I N - ¢ EWET1-101 885.70 Z x 1 I v x900.43 44 EWET1-9.5 � it 897.92 x E EE x 897,66'.I I Nato ��, x 90372 x 893.09 c _ /' ri-m.. 886:49 X 888.63 g rn ' •X 889 92 : \ EWET,-102 o ;. mw RQ7 FA - \ /\ I 1 v904.52 : 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.'S" 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 S1Arud\CAD\15pro,jA15822\15822PP.dwg 9/7/2016 8:03:19 AM CDT SEE SHEET S1 unTEO - 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: 9-07-2016 License No. 25341 DRAWN BY. dwo JOB NO: 15822PP DATE: 3/04/16 CHECK BY. dwo SCANNED ❑ 1 5/09/16 City Submittal JEN 2 6/24/16 City Submittal DWO 3 9/07/16 Add topo on Birch DWO NO. DATE DESCRIPTION BY 15822 PF OVERALL PRELIMINARY PLAT SHEET �of� ST. CLAIR ESTATES --for-- St. Clair Land Company C/O Jamie Jensen 1517 Dawn Circle Arden Hills, MN 55112 %N Nw 29 -31 -22 -23 -ODDS, -BBT' O.nr. ANOKA CWNtt OF ___ ea...: UNASSIGNm-11;2INIP ------ -�� I --------------------684----- I I I - - - -- - ------= ------------r ------------------- -__--____PIN Nw 29->7-22-2}0018 ' ---- Owner. =iA DANIEL W h BONNIEL AStrer: 8880 HOKOH DR ---- -- R-60 ' PIN Nw 29- 1- 2}OM7 • Ji \\ I Adtr<x 8872 H Plj DR \ F.- \\ 1 EX. snm® PIN N.. 29-31-22-2370018 Ownr. TILPMR B%ANH C 6 P 1%f2A Aebm: 84 HOKAH OR I - - - - 11 I H., a _-- I- I' ' JAN N0. 29-31-22-23-0019 •J• 11n.r. KACIE L JOHNSON -- MATTHEW J SCHUCEL -MI I 1 8858 HOKPH DR fNDl32NIP / I I I � I I I 1 5 PIN N.. 28-31-22-2}0020 I I I'1 Ox'nr. JOHN M MACDONPm TRUSTEE 2 TERRY A MACDONAm TRUSTEE : eab NDKAN DR a. 1 T I / I I 2 / I Q 3 N 60 Nw 28-1-22-23-0021 G I I OWnr. MORIS ROBERT A & BEVERLY M \ Mbr: BBb -1 DR \ 3C w U i EK O M 1 __ 8p II I� /9NR �0 CRETE DRI EWAT n A. \/ � 94.47 1F1POIiMY... NIP SXFLIER �J b'I R1-_894.8923()) %N Nw 2D-31-n-2}ODI3 InV=!l�.95(5) Owner. RAUCHBAVER MARK 6 DEAORA / E�aTDP of Addrer: fi530 HOKPH DR ote = 886.54 (No Invert East) 9 �Ce 1 I-- - EX. - �� PIN N.. 29-31-22-2}001! Owner: LUCKOW RANDY K & OEBBIE J `-- naerra: 8822 XgCAX DR 60 I 1 - 11 - i_ AA, PIN No. 2D-31-22-2}0015 \ ' Omer. HOCHNALIER EVA I 1 3 Aderre 5614 HgePH OR ;w, I ,,I 1 I 1 BPP 1 \\�'ll 5- %N Nw 29-31-22-32-W28 Omer. TYLER R OGLE Adder: 5800 1101(Pll DggRssgg i 5 1 ry I I 1 i I 1� gym I I I I ac,N 7 y ' 1\ I I kale i S i MAT ■ GARAGE zj _E9 I - il Lso $ rll I - _- - i'i l apo .� ' 6p E I SNED® / I 894.72 as I n�ro 1 I 1 I �< n 097 32 MDFP v vvI II �_ \/ I = � � .•= 89846 I A, 14 I 1 � � FWm/21NIP on 14 U WETLAND #1'---, - Neter_ Wet- I quo c"F FT�� DO ti9 �Fc c,2yF � Dy �eeO�o PLy�o �F �,�o J 01 PIN No. 28-31-22-2}00020 it M/ns: ANCKA CWNtt OF Address: UNASBIGNm . I♦ NORTH GRAPHIC SCALE 100 200 ( IN FEET ) 1 inch = 100 ft. VICINITY MAP PART OF SEC. 29, TWP. 31, RNG. 22 1 R i c e L a k e J SITE Honwz41A1T3 Pp=a . Lj Lakes 0r stop 6 Bi rch St 400 ANOKA COUNTY, MINNESOTA (NO SCALE) EXISTING PROPERTY DESCRIPTION LUL I, L510aK I, Jpelser /-\Cres, HnOKC] k ourlLy, NllnneSOLU. 7nMIMP 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 MUSA PROPERTY IS IN THE VUSA DISTRICT. HI1TPC ,, - - 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. - LOTS 7-10 WILL HAVE LIMITED ABILITY TO CONSTRUCT ACCESSORY STRUCTURES, DECKS OR ADDITIONS DUE TO 150 FOOT SETBACK REQUIREMENT FROM OHWL. DEVELOPMENT DATA TOTAL BOUNDARY AREA TOTAL UPLAND AREA TOTAL WETLAND AREA TOTAL PROPOSED R/W AREA PROPOSED SINGLE FAMILY LOTS SINGLE FAMILY LOT AREA PROPOSED OUTLOTS TOTAL OUTLOT AREA AVERAGE LOT SIZE GROSS DENSITY TOTAL AREA WETLANDS AND CONSERVATION EASEMENT NET DENSITY LOT STANDARDS = 1,327,412 S.F. (30.47 ACRES) I JOB NO: 15822PP DATE: 3/04/16 = 734,895 S.F. (16.87 ACRES) [55.4%] = 592,517 S.F. (13.60 ACRES) [44.6%] = 133,520 S.F. (3.07 ACRES) [10.1%] 5/09/16 = 36 LOTS JEN 3 = 481,573 S.F. (11.06 ACRES) [36.3%] = 2 (OUTLOTS A, B, TO BE City Comments DEEDED TO THE CITY) 8/xx/16 = 712,319 S.F. (16.35 ACRES) [53.7%] = 13,377 S.F. (0.31 ACRES) DWO = 0.85 LOTS PER ACRE 713,656 S.F. (16.38 ACRES) [53.8%] 2.55 LOTS PER ACRE MINIMUM LOT WIDTH 80 FT; 100 CORNER MINIMUM LOT DEPTH 135 FT; 145 DOUBLE FRONTAGE MINIMUM LOT SIZE 10,800 S.F. 50 FOOT AVERAGE WETLAND BUFFER 1\g V au or oLr�iLol e FLOOD ELEVATION = 887 FEET ; i r aI I p PER FEMA FIRM MAP N0. 27003C0365E. i1, d/ r BUILDING SETBACKS EFFECTIVE DATE 12/16/15. p , o ase gp ' i wN rro8=NMW EX k, Q W9.0ss341 \o \\ NAVD88 DATUM. ";_ z °" = 663.' FRONT YARD SETBACK 30 FEET i am 186.78 100 1R HWL = 887.0 �� / �6 1 I o9sn6c E q S89°58X23"E / l j `I\ REAR YARD SETBACK 30 FEET UM LOW FLOOR = 889.0 i SIDE YARD GARAGE SETBACK 5 FEET SIDE YARD HOUSE SETBACK 10 FEET E.FNDIPB235 7 I I / 1 sem pw �� A 110.Q1u'jl 889 23",E' zNIP ' i / OHWL OF 883.1 = 150 FEET 1 � � ,_Bel 99 � I A v _ �R A B / \ aSB9�J�B s.GS i t% '� SETP2fi341 Q /1 \��- Il\ �� P'GnM JAR011NA A HUlH 12 TI`S r. .\; r7l� �/ �'//'--__- I' l' I�_� ' I/�r I DRAINAGE AND UTILITY EASEMENT NOTE ��/ OHW OHW95baa OHW ---� G 3 I 7 2 X I / EST.19n Professional Land Surveyors www.egrudxom 6 776 La ke Drive N E, S u ate 110 Lino Lakes, MN 55014 Tel. (651) 361-8200 Fax (651) 361-8701 S \rucl\CAD\15pro jA15822\15822F P cJwg 9/7/2016 8:03119 AM CDT utility Drainage and easements to be dedicated a minimum of 5 feet on , -------------- ( D MNell"KAY SPFISFR , ; y Addrea 485 BIRCH ST `�1 32_ PN.19„-X2_,2_,', , side lot lines and 10 feet adjacent to right of way and rear lot lines. CAR OLL - Omer: ANOKl1'COUN]T OF I 'I 'I 9 Add er: 4)3 BIRCX ST Q Additional easements are shown over proposed utilities and drainage areas .X and were required to meet city standards. Drainage and utility easement areas as dedicated on "SPEICER ACRES" will either be maintained or �897b21 I I I -� RImM2=T8T' ^p -�____ - added too. No vacation of easements is requested. �'-S'8258 23'E 1 ' ------------------ P.-W ., B9B-- J� AV . AT ..... .. ________________________________\ -, T, �. a. i ----------- I -- I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Registered Land Surveyor under the laws of the State of Minnesota. DANIEL W. OBERMILLER Date: 9-07-2016 License No. 25341 DRAWN BY: dwo I JOB NO: 15822PP DATE: 3/04/16 CHECK BY. dwo ISCANNED ❑ 1 3/10/16 Rev. Lot lines JEN 2 5/09/16 City Submittal JEN 3 5/24/16 City Comments DWO 4 6/24/16 City Comments DWO 5 8/xx/16 Revise Enid Trail Sac at south DWO 6 9/07/16 Revise with final plat submittal DWO N0. I DATE I DESCRIPTION BY 15822 PF ..%� VV E � L A N L) #-I -�//'\,� - �r E A S E M E N T AND .UF I SIPTEICF ACRES `I PRELIMINARY P BENCHMARK [AT- R P t- A T 0 883.3, �11 . .. -. 1. w.,w.. "'�,� 7,, VICINITY MAP SEE SHEET S5 -� . ., : s1 s' .III, o, 6, s, aye A�,� .. I W PART OF SEC. 29, TWP. 31, RNG. 22 �.4 - - : I �..... : •o � o GROSS=12,011 S.F. w N :: . I II, L.... - - - : T-1 11 S.F. - _ - - - - - - - - 0 .1. . . 30 ""� NET=12,011 0 11 X90 OUTLOT B ., 10.0', N 140.2- - - - \i r, " " I �R II %672,624 S.F. �`-1 oID - - - - - - - - rt - PROPOSED DRAINAGE: AND o11 N W = i9,, I - -.- - - - - � - '.UTILITY EASEMENT -.OVER N Y :; rn C OSB#8 ,,..�.\•• T': 1'48.5 w �I :. ALL OF OUTLOT B J •• .. I N = _ o 0 899.. \... L0 \ � . 1. i M � m . GROSS; GROSS�12,880 S . \ 00 o� I\ o NET 12,880 S. I \.`r � I ,9 -I 9s 1 \ o ,\ 1 \ N m ,) .I..... � o \ GR SS=11,552 S.F. I 00 .' 1`' o .. bibi 898:65 N 1 V'\ O\ I z Q) F FNDFP: I \ o.. -11,552. S.F. ;� o a o aRFpmm �1111111110 \ \ '• \ °o p o l 0 �9 i `--886------v Z 1 - - - - - - I •. ; PROP- SED DRAINAGE 1 F �� / _ _ _ 9� � AND U TY EASEMENT -i1 _ / 103 ;. o = �� 163, - - - �..-.I�\ - :« 2'. CP I:.O : o I\ A, 0� z o , 11 - O / �; I'o >« _ o; 40.5 I o_ ' I >r - - -��� a o Y O - - - - - - -7 - I - o= -4 II Ln V. o o 7 / ,dl, SITE N O Y II Z. O I I 00 \ �' a, m I " Z o :% _ ,� I • GROSS=14,623 S.F. ; n I oo I 1'':. I I I ----884--- a i, M in oD.. 11 NET=14, 3 S. F. m; o oo I o I 3 I 11 00 / II - LO I, m o ; I !`s' . o% 0 0 '1`,.�. GROSS=11,047 S.F. I a? ; Early chil 1hood N < `° ,1 o I m i N N U1 I D0 I' NET=11,047 S.F. I I . ; y° per° �. 'r irlr.. 6.. W \ I ijPROP. G I I I� I: : I i •I\'• z f SND UTILITY EASE I I I c v \ I m. Lino Lakes One Stop 6 Bi reh SL = _ "t Z 3-° ------ --� , I I n: t I 10- O < � ; . I °I j o'• 174, 9 _ _ _ _ HED. i , " - ---- I 1 � - - - : o w m 1 N - - - - - - I I WET AND #\NOKA COUNTY MINNESOTA o� tiz 0 <\i. I 140.4 , "w = oz ► / 1 30 n 11 I NORT I I J Y o J 0 0 1 (NO SCALE) N o O I GROSS=14,099 S.F. m Lri -- 14 I`, I o�N O� °° 1 NET14,099 S.F. / °° / r / o SB #7 I I.� I 00 :O 895.69 I O LEGEND EXISTING PROPERTY DESCRIPTION r) zap , rl- .:CD . N �-� 1 co / ' GROSS=12,088 S.F. I I ;e iJi EX STING 11 I / °.. I NET=12,088 S.F. 1 6 W GARAGE \\ � %.� I / �,' I I • DENOTES IRON MONUMENT Lot 1, Block 1, Speiser Acres, Anoka County, Minnesota. \ / .......... '. / ; m 3o.dlI I FOUND AS LABELED i 11 3 I ---- ----4-- I .' /' I d O < _ _ _`'.. m - 110 - - - T - - - - - �I. o DENOTES IRON MONUMENT SET, l - I �' �- - T � - - - - - - I MARKED RLS# 25341 ZONING 1 --- 155.2 / -y-- - -- 11 II I ••.J............ •. I 163.3 C6 rt EXISTING. R-1 " Y / DENOTES ANOKA COUNT o w Ex.' z SB 6O / / 1 / I � ." . I I o= o sHE ,�, r 8947 / /� , 9.. I / CAST IRON MONUMENT PROPOSED: NO CHANGE: R-1; VARIANCE REQUESTED FOR 15JY p O : I O / / N / o''-. % .,1 5 11 ❑ DENOTES CATCH BASIN LENGTH OF CUL-DE-SAC. N,-,00 ,may, o ,�., II 8 CO /...' GROSS=14,054 S.IF S o :. OD DENOTES STORM SEWER MANHOLE I of</a . 00 I I GROSS=11,620 S.F. / 0 / 40 / NET -14,054 S.Fs, / \ I =.d� _ < NET=11,620 S: F, 1 m . 30 / I /PROPOSED WETLAND MANAGEMENT \ "I I OS DENOTES SANITARY SEWER MANHOLE GUIDING II ' " "�O .. a W m ;.I /N..':; - -- --- CONSERVAT ON S GN:`(TYP.)-\ / I, !, DENOTES HYDRA T EXISTING GUIDANCE: LOW DENSITY SEWERED RESIDENTIAL N .. S In I '`................) / N Z 3 IoM - 36.7 I - �' +' m o /` i I �t DENOTES POWER POLE PROPOSED GUIDANCE: NO CHANGE L- - - - - - - - - - - - / I a o < . 14 - - - - - - - a - -I io /; ; i X 952.36 ING SPOT ELEVATION - - - _ . Inc N ;. - N - - - - - - . - - - DENOTES EXIST MUSA �r [ 1 1,6 � f I 187.0 �. DENOTES SIGN - / 0 - {` N - . I I / =tee .�// ; ❑T DENOTES TELEPHONE PEDESTAL PROPERTY IS IN THE MUSA DISTRICT. IU --- ----- ---- - I � _ - 9 16 �� © DENOTES CABLE PEDESTAL NOTES N�Z0 , 00 D 1 jOGROSS=10,816 S.F. I o UGROSS=15,105 S.F.. / ��� o .o. w<= w : N. ❑F DENOTES FIBER OPTIC BOX Yo ° ' -- z 1 I -J NET=10,816 S.F. I o 1 NET=15,105 S.F. / �� o N ❑E DENOTES ELECTRICAL BOX �� Z I Im m r- I I I;' / o;, Site Address is Unassigned Birch Street, Lino Lakes, MN. NYS 6 r-\ I I I.I m / (s �' (. DENOTES GUY WIRE - Pin. No. 29-31-22-32-0044. d L W L -J Z o 135.0 - I,I Z 3 � N - - - - - - - L I� - - - - _' / a ,:�` DENOTES STORM SEWER APRON - Fee owner is James H Speiser &Lois M Speiser. < I � I I - - 189 4 / I SIL DENOTES WET LAND - Fie110 S16vey was completed by E.G. Rud and Sons, Inc. on 1 x FNDFP3 L� U m _ / \ - 11I T N /.•�•_,' �,..� • e X X DENOTES FENCE Bearings shown are on Anoka County datum. I m �' 0 1 r / •••' DENOTES EXISTING CONTOURS - Wetland shown was delineated by Jacobson Environmental, o, - o W 1 0 ` I I o I I 1 % . / o° `---`----- - DENOTES EXISTING LIDAR CONTOURS PLLC, April 13th & 14th, 2016.Area A delineated May 9th, 1 M= Q L i- c� Io GROSS=10,800 S.F. 0 Q N I SB#5 O 5 --- -- -- N3 0 < h NET=10,800 S.F. 1 891:31 / DENOTES TREE LINE 2016. NN = \ w z I i Y Z o GROSS=12,295 S.F.%; ��:.:. > DENOTES EXISTING SANITARY SEWER - Property falls within 2 FEMA Flood Zones: Zone AE, an I °0 _ W' I NET=10,810 S.F. t = area of 100yr flooding, base flood elevation of 887.0 and N= ° "1 y < II 135.0 n C, I I >� DENOTES EXISTING STORM SEWER <.. Z --. - 1 - I I - Zone C, an area of minimal flooding. d •• In 0 L- _ I it I DENOTES EXISTING WATER MAIN Tree Inventory by Jacobson Environmental, Pllc. Dated Feb. ___ __ _ t ----- Z 3 -a _1_ o �' o - rnI 3 2016. Tele: 612-802-6619. �o < „ a _ - - - - - - �; oHW DENOTES OVERHEAD WIRE # t - Boundar area of the surve ed remises: 30.47 Acres. f <,1' Ex. B• `: 135.0 I z: Y Y P o DENOTES CONCRETE SURFACE , SHED 1 a 896.26 : o ,;I 611' _- Survey is based upon Title Commitment File No. 533574 �o o II OSB#3 ,. I I DENOTES BITUMINOUS SURFACE I rel�ared b Land Title, Inc. issuin a ents of First r7 N ,-\ o 894.880. o ter. L J p p Y g g g=Z� L -J d W II 1 1 0 .1; 1 8 \ o''I i DENOTES GRAVEL SURFACE American Title Insurance Company, dated February 15, to Z= FNDFP 00 cn GROSS=10,800 S.F. I' n ^ --- zx< m1 _ � I GROSS=11,996 S.F. x 952.39 2016. / \fie'L NQoo <,1` II O m1 NET=10,800 S.F. .. " 0 w NET=10,810 S.F.. ,\ � 921 DENOTES TREE ELEVATION & TREE NUMBER `. \ PIN No. 17-119-22-14-0008 / �, 1 - - J mil o \ DENOTES ADJACENT PARCEL OWNER INFORMATION p`I' z - - „ IN,- W =z1� I I -- w O-- m o 1 NI. Owner: City of X Z o - o "� o m Cn.'. Address: Unassigned PER ANOKA COUNTY TAX INFORMATION / ,, N��.. �i� 135.0 0 I 1 \ W.. ( ) = 49 z ° -1- m o - - - \ e� o .. m -T- a O_ \ C U I- - - - - - - - Ta SB#2 DENOTES SOIL BORING BY ITCO ALLIED �: I ao < \ / \ _ _ _ O ENGINEERING CO. (952) 840-7366. /, I I\ m1 1 1 7-�---143.8 I. r all, I �X� O I 1 y:1 N I DENOTES PROPOSED UPLAND AREA TO BE 4e I 12 1 I Dad Q m 1 o :..1\ � I ---- COVERED BY CONSERVATION EASEMENT. ��4D MY iI GROSS=10,800fS.F. m I 00 0 `I 19 ':: p' V, ° L- I L-' ` ALL WETLAND AREAS ARE TO BE COVERED ��� �.� ,/ 11 Na Y NET-10,800:S.F. 0 1 o I. BY CONSERVATION EASEMENT AS WELL, �e_ � I N � z J ............... . I GROSS=12,197 S.F. : � Lo 1 __, -- j I "" W I. NET=11,574 .F. 1 I 0 BUT IS NOT SHADED. ____--- ,' Moa 1 A_ � 1 35.0 I 1 �� s86.I 0 892.93 1 I z LO o - - - . - - - - j I NET= DENOTES WETLAND AREA AND 10 FOOT WETLAND -- SETI 341 ; 141.60 SETIP25341 .03 I y 3 - - - - - - - m - -1 30 30 - - 161.1 30 0I � j ; BUFFER SUBTRACTED FROM THE GROSS AREA11 ;�� ` jw 889° 8'23"E >7Z:85 Z. F 1/1 III o tc ---- - 1 /ii �\ 3 z c L° I 3� �- -- �� ------- 1 : � \ �' o \ \ -_ -� 1. 13 / - 1 I °' I r,\ I i\ i\ I i A \ ( �\ N ----- H< I I I I K I � \ W 0 3 � �� FNDFP O m o I 1 1. SB#2 / • I I L -/ L - \ / \ / I \ I - \ 0 1 GROSS=10,800 S.F. I m I' ./ 4 \ w ,� w I NET=10,800 S.F. CO I ao I m 893.140 20 /� :� q,�-- S F F, S `� \\ ��; ��/, o j: w o n /. ' v 0 3 rn o 898 of 1 = / ' co P`c N �0 \ w..: w ... I............ m ^ I t]G N = , S. / c'�� - - ., I, I meq) �y(` II ROSS 14,733 S.F. 111��� w {o ET 13 531 F. ,-_ , 1')M¢n /-. o m 135:0. � � \x all, 1\y �^ 1 \ ,Ili, / I=o0 3 ----- ---L-J I I , I ; /. y U O • • h Gr / °'�O C L 1 J 895.46 1 [ \ \41 '/ Q 1 % 11 11 z 3 < =NDFP In. - N . -- �•r I I a o < o 1 II N� .. !.•. - 1 m o 113:5 \\ 1 � 1 O I 11 11 �� -- -�' \ _ -- F I II \ ----- I I 11 0 1 wot D O O d 17oo to [ P - I 1 I.11 NF 11 z ao - GRQ5S=11 456 S.F. ;I o0 oI �� Icu \ --- �i P 4 all, 1 I1 I I 1 1 M Y Y „ o 1. I NET='11;4.56 S.F. x LP vv P G;? ' y I I I I - 16V \ I w � \ / 3 i n t \ P \1 `\ I I I Q N { ......' ,. ' \ '', 1 --- I I Lj c P I 0O N 1 1135•.0 97.25 I �� (J\ /�' \\ ID - _� I, ', _ _ 11, ; SI I 1 z � sss.s3 L_L - - - - - - - "<'� FNDIP98CA .08 NbiP9Sb8 \� moi/ \\ d .. n Z L m _ -_- A ----' I z 3 r. . �i ��� /' 11 I I yy ': a O < I z Z ------- C� - : ^/ / v i / \ w 131:3/' ---- ���; 11 �I i 1 I I I �- 899.7 w1 w ° ; t - -- p.. '/ / i� i I I FNDI�2INIP wi $ BLDG. 889 58 O �. II, ��� ; \I 3 I I a 3 EXISTING ¢ m - \ I I ' i II o ED - - PIM No. 29-,31-22-32-0005 M g i BUILDING r� x EX. 5,9 / ( I i 1 ' o� 0 a � 'A - I R 11 0/wner: LUKE' E LITTERIO I " ; V o r Z I _ ' i /address: 49'5 BIRCH STI 11 w (/ i/ I,Q < /.- i i 1 O W m ` all, I I " I I N Y I I 1� I __I I I 11 I 11 �9 �� i 1 EXISTING rw x \\11, OUT�.OT B - � I 1 11 ( rn W W I- 0i i BUILDING BLD ,', i Na 1 1 / / / PROPOSED DAINAGE AND RICE LAKE I II z° 8> UTILITY EAS MENT OVER d 1 1 I I I I # ALL OF OUITLOT B O g Q y O•.8 .33� I FLOOD ELEVATION = 887 FEET I oI. OO \ �\ PER FEMA FIRM MAP NO. 27003CO365E. \\I,, w o11 I ; m Ex. BI-QG' 11 w �''. \ EFFECTIVE DATE 12/16/15. �e , r NAVD88 DATUM. / 11 o0 1 1 i Cf) Co FNDBUZZINDRIVE % EX. AR 900.83 1 889.02 8g8 \� \\ / w o I I I W CHAIN LINK FENCE : Q `•SETIP 25341 �$ \ � / /' M I I I 0 _ �� \ OH WL = 883.1 e\- / ,///, 0 - Y I I < I 186.78 - 6�s 14A 11 I - N x I "` m E I 889°58'23"E `\ 100 YR H WL - 887.0 ;` 0 O I M I -0 N N N N O N �o m�?� N - CO O O •. N Z 6 N Z 3 � � o < -89 I � = I .11 I O EXISTING ; o\ / . \ \ 11 / -- w o ; i Z GARAGE ; c R o \ MUM LOW FLOOR = 889.0 . .... . . / // / II11 /% Cn W (D 1 I <� /�� -� I to �� VI IN 1 I <� / 1% n CO v S8i ' I i z a I > < �. EXISTING ° Q \ %/ % I I a o< ; �_ W - j .GARAGE \ i , 11 i I '\ \ 887.66 / i , I 1 I � + E Z / EXISTING ;� �, yr 0.0 / EX. `\ �1 \ FNDIP9235 8 1.7 ' 1 1 i 0 - / HOUSE 10 W 1: SHED \ - gg I I 9 ^ \ 1 110.81 FfdD1�2NIP % i ,I � � z / �© \ - l' 889°58'23"A' / . NIS O� i iSHED EXISTING X96' 11 \ \\ /' II { \ O It D- LU ,� xi i® BUILDING 898 \ / IO .t D- LU i i 1 1 \ I r/ I0I r � x/ ..•.i . I \\ 1.40 FENCE ��O / I' 1 %, //> 1 / , IAS --'� �i / - �•, q �r W 887.75 ' , '( I \ _- Q \ ° S89°58'23".GU of --W 7'2 SETIP25341 1 I --A � �\ _ _ __ \-- - /_ \\I \ . $96.55 ^'-wet r � ------ 1 SET$PK 1 PIN -M2 7T T1-22 32 0042-' __ _ _i\ I g I f , 06 " f)'wner: JARON B HEATH & \i = (:I) I ; I/ -" 11 KRISTINA A HEATH "' I Address: 441 BIRCH ST I -j < /1 I '' I I -t_ J Z W EXISTING` - ` 1 1= LLI 0 , - I I 1- IZ� r - I I M ; HOUSE ` f - ` \ I N 'I : I -N H F, I I I I K I O I 89 -------------------- L I I 0 I L/ L_ �� �� I \ I ' -5' O I : 1 Q W _------ 8 IN I)Io. 29-31-22-32-GO4� 1 , ` O 3t; Z W I, ------___-_- r�` I Ownkr: MARNr�CAY SPEISER 1 I N Ip i - _ j`` ---------------- ---- _ _~ 3 Ad ressd 485 BIRCH ST 1 i 1. < F -� �\ i` dd � W � I ---900-----\ ' _T- ipOL� - I I , y_ ; (n PIN No. 29-31-22-32-0046 PIN No. 29-31-�2-32-0003 PIN- Wo _2�-31-22-32-0004 �1Q `, 11 I I I 1 1 ; O < W Owner: JAMES H SPEISER & Qwner: MICHAELSQN CARfOLL I Owner: ANOKA i OUNTY__OF I I � I I' ; W 0_ Y LOIS M SPEISER L & PHYI,LIS Address: 473 BIRCH ST I II \ I I I / ; 0 O> J Address: 453 BIRCH ST I Ad(ress: 461 31,RCH ST 11 I T I �`,\ I I1 I i0 \yf 11 -\ ;/ I I I I I I i 111 \1 II I I , \, `\ 1 - -,� / I 'I II 1, 'I ---- I I 1 , `, III \60 \ r -T 1 L - - --i -- - ' - 40.0 \11 Rim=897.62 I ' 1 - I : - I 1'1\,------------"890.37---= - f ' - \ r --99C 894.66 1 v , I' -I Inv=890.87 SETIP 41 235 s I; yr. - _ ------ - 1 T T i/ II 8%.. - ` ' SAN. VC 0 45% - <_< - 9 8 3"E ��s I I \ ........�.. - - ---------------------- -- -----------= �• - 1 < < 8' SAN-PY�Q47% - < < o 116" WATER AIN I 8 2 1 \ 1'1 M 1 I 'I I- I I I I I o - I I I I�� I >�4rO T2- _ 1 CID8" FORCEMAIN < < --- - ------------- --- 9 �. .... 49 5. 112 00., �'• �� `" DROP=881.06 / ° 8 -- - - -- 1 1 1 `� /\ I\11 1 I' I I,-- rN I rN - I I /` I I r r I - .. p -- Ft I F! I 11 11 I F! F- ~- 1 - IIr 1 �� . ./ . / \ . 1 1 . 1 Y �/ . I ...89 i J .. • •' • • • A k I ' \ 1 / A 1, 11 I I k I -1- \Y, r \ 1 / \ 1 1 -I- / \ r - 1 A' / A \ / r \ 1 A -1- A I 01 ,1, 4 . o ,. S /\ 1\ 1 I I K /\ I I I I 1 1\I I Y I I I - F1 I _ I I ,,, If\/ /\ Y F, I /\ I 0 I\ I I I..........1 I. ... O L /-\ I Y \� I\/-\ �� \/ \/ I\ I I I\ I \/ I I I �� I h r/ -\ I I L_ /-\ I In l_.Y'C� . 1 I / ............... . .._ ,. SAN. VC ------------------------ O ,> > 'o 10" SAN. PVC > > - OHW- -c OHW OHW OHW OHW OHW F OHW OHW OH 6 -HW- 1 �-- Rim _897.62 -------- -- -7- -W -Inv=879.38 '1: �i� 7- I � Rim=898.9 � -- 6 .I=87995 I,I Lij \ , ` I' _J -T- _ , _1_ I &r ---� I <-I ->, / -� , I -'-, /: 1 I r- A I A A I r\ - A I 1' I I t" A1 ` I I I I- \\\ \ 1 \ 1 I' I F1 F- 1\1 /_\ 1\1 I I I I /\ F� 1, / -\ L1_ \ I 1, \ 11 11 I 1 11 I I 1/ 1 1 L- 1 Y/ \ 1 Y L/ 1/ /\ 1 I it\\ \=- __ /` 1 1 r- L\, I A k I rN /\ AI 1 1 I , ,I II I I ; \, ,1 L' i I `. I- i f- I\ I /_\ I\ I Ili I I I Ij F I \ I 1, ,I 1 \'1 1L-IIY/ \I Y . \// \1 I hereby certify that phis survey, plan nUp & a ue iun or report was prepared by me or under n 111111111130 1111ITUM my direct supervision and that I am EST. 1917 a duly Registered Land Surveyor under UI] A]P't4tU SCALE, Professional Land Surveyors the laws of the State of Minnesota. 6 776 Lake Drive N E Suite 110 �� a 25 50 oa 200 www.egrud.com Lino Lakes, MN 55014 DAN L W. OBERMILLER ( IN FEET ) Tel. 651 361-8200 Fax 651 361-8701 1 inch = 50 ft. Date: 9-07-2016 License No. 25341 S1\rud\CAD\15oi iA15822\15822PPdwo 9/7/2016 8103119 AM CDT / 1 / , , \-- I t, I 1 I I ---L ---------- t_ ------- -- - - I 11 "%� ,, I I1 DATE: 3/04/16 DRAWN) BY: \Owo �11 JOB NO: 15822PP �. \ .. � SCANNED ❑ 1 3/10/16 r�r r�r of ST. CLAIR ESTATES MNDOT STATION NAME: OTTER MNDT RESET . , , . City Submittal JEN Cq 5/24/16 City Comments DWO ELEV. 941.08 FEET (NAVD88) - _ ,8'36"w 611, I NZo 5 --for-- St. Clair Land Company LOCAL BENCHMARK: TOP NUT HYDRANT HYDRANT LOCATED AT THE NW CORNER OF ,1 Revise with final plat submittal DWO NON N0. \III, DESCRIPTION I MQ� C/O Jamie Jensen HOKAH DRIVE AND SIOUX LANE. ELEVATION IS \tip oz 'N< 1517 Dawn Circle 897.49 FEET (NAVD88). �"� .. �,, x883.37 s� �� -� o - \ Z M �0< Arden Hills MN 55112 6; �� 150 \ .. - . .. -. 1. w.,w.. "'�,� 7,, VICINITY MAP SEE SHEET S5 -� . ., : s1 s' .III, o, 6, s, aye A�,� .. I W PART OF SEC. 29, TWP. 31, RNG. 22 �.4 - - : I �..... : •o � o GROSS=12,011 S.F. w N :: . I II, L.... - - - : T-1 11 S.F. - _ - - - - - - - - 0 .1. . . 30 ""� NET=12,011 0 11 X90 OUTLOT B ., 10.0', N 140.2- - - - \i r, " " I �R II %672,624 S.F. �`-1 oID - - - - - - - - rt - PROPOSED DRAINAGE: AND o11 N W = i9,, I - -.- - - - - � - '.UTILITY EASEMENT -.OVER N Y :; rn C OSB#8 ,,..�.\•• T': 1'48.5 w �I :. ALL OF OUTLOT B J •• .. I N = _ o 0 899.. \... L0 \ � . 1. i M � m . GROSS; GROSS�12,880 S . \ 00 o� I\ o NET 12,880 S. I \.`r � I ,9 -I 9s 1 \ o ,\ 1 \ N m ,) .I..... � o \ GR SS=11,552 S.F. I 00 .' 1`' o .. bibi 898:65 N 1 V'\ O\ I z Q) F FNDFP: I \ o.. -11,552. S.F. ;� o a o aRFpmm �1111111110 \ \ '• \ °o p o l 0 �9 i `--886------v Z 1 - - - - - - I •. ; PROP- SED DRAINAGE 1 F �� / _ _ _ 9� � AND U TY EASEMENT -i1 _ / 103 ;. o = �� 163, - - - �..-.I�\ - :« 2'. CP I:.O : o I\ A, 0� z o , 11 - O / �; I'o >« _ o; 40.5 I o_ ' I >r - - -��� a o Y O - - - - - - -7 - I - o= -4 II Ln V. o o 7 / ,dl, SITE N O Y II Z. O I I 00 \ �' a, m I " Z o :% _ ,� I • GROSS=14,623 S.F. ; n I oo I 1'':. I I I ----884--- a i, M in oD.. 11 NET=14, 3 S. F. m; o oo I o I 3 I 11 00 / II - LO I, m o ; I !`s' . o% 0 0 '1`,.�. GROSS=11,047 S.F. I a? ; Early chil 1hood N < `° ,1 o I m i N N U1 I D0 I' NET=11,047 S.F. I I . ; y° per° �. 'r irlr.. 6.. W \ I ijPROP. G I I I� I: : I i •I\'• z f SND UTILITY EASE I I I c v \ I m. Lino Lakes One Stop 6 Bi reh SL = _ "t Z 3-° ------ --� , I I n: t I 10- O < � ; . I °I j o'• 174, 9 _ _ _ _ HED. i , " - ---- I 1 � - - - : o w m 1 N - - - - - - I I WET AND #\NOKA COUNTY MINNESOTA o� tiz 0 <\i. I 140.4 , "w = oz ► / 1 30 n 11 I NORT I I J Y o J 0 0 1 (NO SCALE) N o O I GROSS=14,099 S.F. m Lri -- 14 I`, I o�N O� °° 1 NET14,099 S.F. / °° / r / o SB #7 I I.� I 00 :O 895.69 I O LEGEND EXISTING PROPERTY DESCRIPTION r) zap , rl- .:CD . N �-� 1 co / ' GROSS=12,088 S.F. I I ;e iJi EX STING 11 I / °.. I NET=12,088 S.F. 1 6 W GARAGE \\ � %.� I / �,' I I • DENOTES IRON MONUMENT Lot 1, Block 1, Speiser Acres, Anoka County, Minnesota. \ / .......... '. / ; m 3o.dlI I FOUND AS LABELED i 11 3 I ---- ----4-- I .' /' I d O < _ _ _`'.. m - 110 - - - T - - - - - �I. o DENOTES IRON MONUMENT SET, l - I �' �- - T � - - - - - - I MARKED RLS# 25341 ZONING 1 --- 155.2 / -y-- - -- 11 II I ••.J............ •. I 163.3 C6 rt EXISTING. R-1 " Y / DENOTES ANOKA COUNT o w Ex.' z SB 6O / / 1 / I � ." . I I o= o sHE ,�, r 8947 / /� , 9.. I / CAST IRON MONUMENT PROPOSED: NO CHANGE: R-1; VARIANCE REQUESTED FOR 15JY p O : I O / / N / o''-. % .,1 5 11 ❑ DENOTES CATCH BASIN LENGTH OF CUL-DE-SAC. N,-,00 ,may, o ,�., II 8 CO /...' GROSS=14,054 S.IF S o :. OD DENOTES STORM SEWER MANHOLE I of</a . 00 I I GROSS=11,620 S.F. / 0 / 40 / NET -14,054 S.Fs, / \ I =.d� _ < NET=11,620 S: F, 1 m . 30 / I /PROPOSED WETLAND MANAGEMENT \ "I I OS DENOTES SANITARY SEWER MANHOLE GUIDING II ' " "�O .. a W m ;.I /N..':; - -- --- CONSERVAT ON S GN:`(TYP.)-\ / I, !, DENOTES HYDRA T EXISTING GUIDANCE: LOW DENSITY SEWERED RESIDENTIAL N .. S In I '`................) / N Z 3 IoM - 36.7 I - �' +' m o /` i I �t DENOTES POWER POLE PROPOSED GUIDANCE: NO CHANGE L- - - - - - - - - - - - / I a o < . 14 - - - - - - - a - -I io /; ; i X 952.36 ING SPOT ELEVATION - - - _ . Inc N ;. - N - - - - - - . - - - DENOTES EXIST MUSA �r [ 1 1,6 � f I 187.0 �. DENOTES SIGN - / 0 - {` N - . I I / =tee .�// ; ❑T DENOTES TELEPHONE PEDESTAL PROPERTY IS IN THE MUSA DISTRICT. IU --- ----- ---- - I � _ - 9 16 �� © DENOTES CABLE PEDESTAL NOTES N�Z0 , 00 D 1 jOGROSS=10,816 S.F. I o UGROSS=15,105 S.F.. / ��� o .o. w<= w : N. ❑F DENOTES FIBER OPTIC BOX Yo ° ' -- z 1 I -J NET=10,816 S.F. I o 1 NET=15,105 S.F. / �� o N ❑E DENOTES ELECTRICAL BOX �� Z I Im m r- I I I;' / o;, Site Address is Unassigned Birch Street, Lino Lakes, MN. NYS 6 r-\ I I I.I m / (s �' (. DENOTES GUY WIRE - Pin. No. 29-31-22-32-0044. d L W L -J Z o 135.0 - I,I Z 3 � N - - - - - - - L I� - - - - _' / a ,:�` DENOTES STORM SEWER APRON - Fee owner is James H Speiser &Lois M Speiser. < I � I I - - 189 4 / I SIL DENOTES WET LAND - Fie110 S16vey was completed by E.G. Rud and Sons, Inc. on 1 x FNDFP3 L� U m _ / \ - 11I T N /.•�•_,' �,..� • e X X DENOTES FENCE Bearings shown are on Anoka County datum. I m �' 0 1 r / •••' DENOTES EXISTING CONTOURS - Wetland shown was delineated by Jacobson Environmental, o, - o W 1 0 ` I I o I I 1 % . / o° `---`----- - DENOTES EXISTING LIDAR CONTOURS PLLC, April 13th & 14th, 2016.Area A delineated May 9th, 1 M= Q L i- c� Io GROSS=10,800 S.F. 0 Q N I SB#5 O 5 --- -- -- N3 0 < h NET=10,800 S.F. 1 891:31 / DENOTES TREE LINE 2016. NN = \ w z I i Y Z o GROSS=12,295 S.F.%; ��:.:. > DENOTES EXISTING SANITARY SEWER - Property falls within 2 FEMA Flood Zones: Zone AE, an I °0 _ W' I NET=10,810 S.F. t = area of 100yr flooding, base flood elevation of 887.0 and N= ° "1 y < II 135.0 n C, I I >� DENOTES EXISTING STORM SEWER <.. Z --. - 1 - I I - Zone C, an area of minimal flooding. d •• In 0 L- _ I it I DENOTES EXISTING WATER MAIN Tree Inventory by Jacobson Environmental, Pllc. Dated Feb. ___ __ _ t ----- Z 3 -a _1_ o �' o - rnI 3 2016. Tele: 612-802-6619. �o < „ a _ - - - - - - �; oHW DENOTES OVERHEAD WIRE # t - Boundar area of the surve ed remises: 30.47 Acres. f <,1' Ex. B• `: 135.0 I z: Y Y P o DENOTES CONCRETE SURFACE , SHED 1 a 896.26 : o ,;I 611' _- Survey is based upon Title Commitment File No. 533574 �o o II OSB#3 ,. I I DENOTES BITUMINOUS SURFACE I rel�ared b Land Title, Inc. issuin a ents of First r7 N ,-\ o 894.880. o ter. L J p p Y g g g=Z� L -J d W II 1 1 0 .1; 1 8 \ o''I i DENOTES GRAVEL SURFACE American Title Insurance Company, dated February 15, to Z= FNDFP 00 cn GROSS=10,800 S.F. I' n ^ --- zx< m1 _ � I GROSS=11,996 S.F. x 952.39 2016. / \fie'L NQoo <,1` II O m1 NET=10,800 S.F. .. " 0 w NET=10,810 S.F.. ,\ � 921 DENOTES TREE ELEVATION & TREE NUMBER `. \ PIN No. 17-119-22-14-0008 / �, 1 - - J mil o \ DENOTES ADJACENT PARCEL OWNER INFORMATION p`I' z - - „ IN,- W =z1� I I -- w O-- m o 1 NI. Owner: City of X Z o - o "� o m Cn.'. Address: Unassigned PER ANOKA COUNTY TAX INFORMATION / ,, N��.. �i� 135.0 0 I 1 \ W.. ( ) = 49 z ° -1- m o - - - \ e� o .. m -T- a O_ \ C U I- - - - - - - - Ta SB#2 DENOTES SOIL BORING BY ITCO ALLIED �: I ao < \ / \ _ _ _ O ENGINEERING CO. (952) 840-7366. /, I I\ m1 1 1 7-�---143.8 I. r all, I �X� O I 1 y:1 N I DENOTES PROPOSED UPLAND AREA TO BE 4e I 12 1 I Dad Q m 1 o :..1\ � I ---- COVERED BY CONSERVATION EASEMENT. ��4D MY iI GROSS=10,800fS.F. m I 00 0 `I 19 ':: p' V, ° L- I L-' ` ALL WETLAND AREAS ARE TO BE COVERED ��� �.� ,/ 11 Na Y NET-10,800:S.F. 0 1 o I. BY CONSERVATION EASEMENT AS WELL, �e_ � I N � z J ............... . I GROSS=12,197 S.F. : � Lo 1 __, -- j I "" W I. NET=11,574 .F. 1 I 0 BUT IS NOT SHADED. ____--- ,' Moa 1 A_ � 1 35.0 I 1 �� s86.I 0 892.93 1 I z LO o - - - . - - - - j I NET= DENOTES WETLAND AREA AND 10 FOOT WETLAND -- SETI 341 ; 141.60 SETIP25341 .03 I y 3 - - - - - - - m - -1 30 30 - - 161.1 30 0I � j ; BUFFER SUBTRACTED FROM THE GROSS AREA11 ;�� ` jw 889° 8'23"E >7Z:85 Z. F 1/1 III o tc ---- - 1 /ii �\ 3 z c L° I 3� �- -- �� ------- 1 : � \ �' o \ \ -_ -� 1. 13 / - 1 I °' I r,\ I i\ i\ I i A \ ( �\ N ----- H< I I I I K I � \ W 0 3 � �� FNDFP O m o I 1 1. SB#2 / • I I L -/ L - \ / \ / I \ I - \ 0 1 GROSS=10,800 S.F. I m I' ./ 4 \ w ,� w I NET=10,800 S.F. CO I ao I m 893.140 20 /� :� q,�-- S F F, S `� \\ ��; ��/, o j: w o n /. ' v 0 3 rn o 898 of 1 = / ' co P`c N �0 \ w..: w ... I............ m ^ I t]G N = , S. / c'�� - - ., I, I meq) �y(` II ROSS 14,733 S.F. 111��� w {o ET 13 531 F. ,-_ , 1')M¢n /-. o m 135:0. � � \x all, 1\y �^ 1 \ ,Ili, / I=o0 3 ----- ---L-J I I , I ; /. y U O • • h Gr / °'�O C L 1 J 895.46 1 [ \ \41 '/ Q 1 % 11 11 z 3 < =NDFP In. - N . -- �•r I I a o < o 1 II N� .. !.•. - 1 m o 113:5 \\ 1 � 1 O I 11 11 �� -- -�' \ _ -- F I II \ ----- I I 11 0 1 wot D O O d 17oo to [ P - I 1 I.11 NF 11 z ao - GRQ5S=11 456 S.F. ;I o0 oI �� Icu \ --- �i P 4 all, 1 I1 I I 1 1 M Y Y „ o 1. I NET='11;4.56 S.F. x LP vv P G;? ' y I I I I - 16V \ I w � \ / 3 i n t \ P \1 `\ I I I Q N { ......' ,. ' \ '', 1 --- I I Lj c P I 0O N 1 1135•.0 97.25 I �� (J\ /�' \\ ID - _� I, ', _ _ 11, ; SI I 1 z � sss.s3 L_L - - - - - - - "<'� FNDIP98CA .08 NbiP9Sb8 \� moi/ \\ d .. n Z L m _ -_- A ----' I z 3 r. . �i ��� /' 11 I I yy ': a O < I z Z ------- C� - : ^/ / v i / \ w 131:3/' ---- ���; 11 �I i 1 I I I �- 899.7 w1 w ° ; t - -- p.. '/ / i� i I I FNDI�2INIP wi $ BLDG. 889 58 O �. II, ��� ; \I 3 I I a 3 EXISTING ¢ m - \ I I ' i II o ED - - PIM No. 29-,31-22-32-0005 M g i BUILDING r� x EX. 5,9 / ( I i 1 ' o� 0 a � 'A - I R 11 0/wner: LUKE' E LITTERIO I " ; V o r Z I _ ' i /address: 49'5 BIRCH STI 11 w (/ i/ I,Q < /.- i i 1 O W m ` all, I I " I I N Y I I 1� I __I I I 11 I 11 �9 �� i 1 EXISTING rw x \\11, OUT�.OT B - � I 1 11 ( rn W W I- 0i i BUILDING BLD ,', i Na 1 1 / / / PROPOSED DAINAGE AND RICE LAKE I II z° 8> UTILITY EAS MENT OVER d 1 1 I I I I # ALL OF OUITLOT B O g Q y O•.8 .33� I FLOOD ELEVATION = 887 FEET I oI. OO \ �\ PER FEMA FIRM MAP NO. 27003CO365E. \\I,, w o11 I ; m Ex. BI-QG' 11 w �''. \ EFFECTIVE DATE 12/16/15. �e , r NAVD88 DATUM. / 11 o0 1 1 i Cf) Co FNDBUZZINDRIVE % EX. AR 900.83 1 889.02 8g8 \� \\ / w o I I I W CHAIN LINK FENCE : Q `•SETIP 25341 �$ \ � / /' M I I I 0 _ �� \ OH WL = 883.1 e\- / ,///, 0 - Y I I < I 186.78 - 6�s 14A 11 I - N x I "` m E I 889°58'23"E `\ 100 YR H WL - 887.0 ;` 0 O I M I -0 N N N N O N �o m�?� N - CO O O •. N Z 6 N Z 3 � � o < -89 I � = I .11 I O EXISTING ; o\ / . \ \ 11 / -- w o ; i Z GARAGE ; c R o \ MUM LOW FLOOR = 889.0 . .... . . / // / II11 /% Cn W (D 1 I <� /�� -� I to �� VI IN 1 I <� / 1% n CO v S8i ' I i z a I > < �. EXISTING ° Q \ %/ % I I a o< ; �_ W - j .GARAGE \ i , 11 i I '\ \ 887.66 / i , I 1 I � + E Z / EXISTING ;� �, yr 0.0 / EX. `\ �1 \ FNDIP9235 8 1.7 ' 1 1 i 0 - / HOUSE 10 W 1: SHED \ - gg I I 9 ^ \ 1 110.81 FfdD1�2NIP % i ,I � � z / �© \ - l' 889°58'23"A' / . NIS O� i iSHED EXISTING X96' 11 \ \\ /' II { \ O It D- LU ,� xi i® BUILDING 898 \ / IO .t D- LU i i 1 1 \ I r/ I0I r � x/ ..•.i . I \\ 1.40 FENCE ��O / I' 1 %, //> 1 / , IAS --'� �i / - �•, q �r W 887.75 ' , '( I \ _- Q \ ° S89°58'23".GU of --W 7'2 SETIP25341 1 I --A � �\ _ _ __ \-- - /_ \\I \ . $96.55 ^'-wet r � ------ 1 SET$PK 1 PIN -M2 7T T1-22 32 0042-' __ _ _i\ I g I f , 06 " f)'wner: JARON B HEATH & \i = (:I) I ; I/ -" 11 KRISTINA A HEATH "' I Address: 441 BIRCH ST I -j < /1 I '' I I -t_ J Z W EXISTING` - ` 1 1= LLI 0 , - I I 1- IZ� r - I I M ; HOUSE ` f - ` \ I N 'I : I -N H F, I I I I K I O I 89 -------------------- L I I 0 I L/ L_ �� �� I \ I ' -5' O I : 1 Q W _------ 8 IN I)Io. 29-31-22-32-GO4� 1 , ` O 3t; Z W I, ------___-_- r�` I Ownkr: MARNr�CAY SPEISER 1 I N Ip i - _ j`` ---------------- ---- _ _~ 3 Ad ressd 485 BIRCH ST 1 i 1. < F -� �\ i` dd � W � I ---900-----\ ' _T- ipOL� - I I , y_ ; (n PIN No. 29-31-22-32-0046 PIN No. 29-31-�2-32-0003 PIN- Wo _2�-31-22-32-0004 �1Q `, 11 I I I 1 1 ; O < W Owner: JAMES H SPEISER & Qwner: MICHAELSQN CARfOLL I Owner: ANOKA i OUNTY__OF I I � I I' ; W 0_ Y LOIS M SPEISER L & PHYI,LIS Address: 473 BIRCH ST I II \ I I I / ; 0 O> J Address: 453 BIRCH ST I Ad(ress: 461 31,RCH ST 11 I T I �`,\ I I1 I i0 \yf 11 -\ ;/ I I I I I I i 111 \1 II I I , \, `\ 1 - -,� / I 'I II 1, 'I ---- I I 1 , `, III \60 \ r -T 1 L - - --i -- - ' - 40.0 \11 Rim=897.62 I ' 1 - I : - I 1'1\,------------"890.37---= - f ' - \ r --99C 894.66 1 v , I' -I Inv=890.87 SETIP 41 235 s I; yr. - _ ------ - 1 T T i/ II 8%.. - ` ' SAN. VC 0 45% - <_< - 9 8 3"E ��s I I \ ........�.. - - ---------------------- -- -----------= �• - 1 < < 8' SAN-PY�Q47% - < < o 116" WATER AIN I 8 2 1 \ 1'1 M 1 I 'I I- I I I I I o - I I I I�� I >�4rO T2- _ 1 CID8" FORCEMAIN < < --- - ------------- --- 9 �. .... 49 5. 112 00., �'• �� `" DROP=881.06 / ° 8 -- - - -- 1 1 1 `� /\ I\11 1 I' I I,-- rN I rN - I I /` I I r r I - .. p -- Ft I F! I 11 11 I F! F- ~- 1 - IIr 1 �� . ./ . / \ . 1 1 . 1 Y �/ . I ...89 i J .. • •' • • • A k I ' \ 1 / A 1, 11 I I k I -1- \Y, r \ 1 / \ 1 1 -I- / \ r - 1 A' / A \ / r \ 1 A -1- A I 01 ,1, 4 . o ,. S /\ 1\ 1 I I K /\ I I I I 1 1\I I Y I I I - F1 I _ I I ,,, If\/ /\ Y F, I /\ I 0 I\ I I I..........1 I. ... O L /-\ I Y \� I\/-\ �� \/ \/ I\ I I I\ I \/ I I I �� I h r/ -\ I I L_ /-\ I In l_.Y'C� . 1 I / ............... . .._ ,. SAN. VC ------------------------ O ,> > 'o 10" SAN. PVC > > - OHW- -c OHW OHW OHW OHW OHW F OHW OHW OH 6 -HW- 1 �-- Rim _897.62 -------- -- -7- -W -Inv=879.38 '1: �i� 7- I � Rim=898.9 � -- 6 .I=87995 I,I Lij \ , ` I' _J -T- _ , _1_ I &r ---� I <-I ->, / -� , I -'-, /: 1 I r- A I A A I r\ - A I 1' I I t" A1 ` I I I I- \\\ \ 1 \ 1 I' I F1 F- 1\1 /_\ 1\1 I I I I /\ F� 1, / -\ L1_ \ I 1, \ 11 11 I 1 11 I I 1/ 1 1 L- 1 Y/ \ 1 Y L/ 1/ /\ 1 I it\\ \=- __ /` 1 1 r- L\, I A k I rN /\ AI 1 1 I , ,I II I I ; \, ,1 L' i I `. I- i f- I\ I /_\ I\ I Ili I I I Ij F I \ I 1, ,I 1 \'1 1L-IIY/ \I Y . \// \1 I hereby certify that phis survey, plan nUp & a ue iun or report was prepared by me or under n 111111111130 1111ITUM my direct supervision and that I am EST. 1917 a duly Registered Land Surveyor under UI] A]P't4tU SCALE, Professional Land Surveyors the laws of the State of Minnesota. 6 776 Lake Drive N E Suite 110 �� a 25 50 oa 200 www.egrud.com Lino Lakes, MN 55014 DAN L W. OBERMILLER ( IN FEET ) Tel. 651 361-8200 Fax 651 361-8701 1 inch = 50 ft. Date: 9-07-2016 License No. 25341 S1\rud\CAD\15oi iA15822\15822PPdwo 9/7/2016 8103119 AM CDT / 1 / , , \-- I t, I 1 I I ---L ---------- t_ ------- -- - - I 11 "%� ,, I I1 DATE: 3/04/16 DRAWN) BY: \Owo �11 JOB NO: 15822PP CHECK BY. dwo SCANNED ❑ 1 3/10/16 Rev. Lot lines JEN 2 5/09/16 City Submittal JEN 3 5/24/16 City Comments DWO 4 6/24/16 City Comments DWO 5 8/xx/16 Revise Enid Trail Sac at south DWO 6 9/07/16 Revise with final plat submittal DWO N0. DATE DESCRIPTION BY S41 15822 P1 PRELIMINARY PLAT owwofo%w ST. CLAIR ESTATES for- St. Clair Land Company C/O Jamie Jensen 1517 Dawn Circle Arden Hills, MN 5511250 0 25 50 100 GRAPHIC SCALE ( IN FEET ) 1 inch = 50 ft. 200 ------------------ PIN ----- -- PIN No. 29-31-22-23-000- Owner: ANOKA COUNTY OF --------- Address: UNASSIGNED 883.11 FND1/21NIP ---_ NORTH --- - ----------------------- - -- --- - ---------- - LA .. WDT . .. 03 -DRAT a.NO ....... ' - 9OR\ UTILITY EENT ---------------------------------------8------------- 84_ _ -1- wet et ` et : �� I w ._�� wet`�w I 97 45 -- : S8T0.0 20"E wet ------------- � 886... wet ----------------------------------------------------------- -------- " 8 I- __........ PIN No. 29-31-22-23-0016 - Owner: OLLILA DANIEL W &BONNIE L �s ---- Address: 6680 HOKAH DR b' \ irnrun • DENOTES IRON MONUMENT -------- ----- ------------------------- 890..... "cap., --- ---- = x 6 DENOTES TREE ELEVATION & TREE NUMBER ---- 921.3 1--- PIN No. 17-119-22-14-0008 DENOTES ADJACENT PARCEL OWNER INFO. Owner: City of X Z, -'- Address: Unassigned (PER ANOKA COUNTY TAX INFORMATION) -------- SB#2 DENOTES SOIL BORING BY ITCO ALLIED --0 ENGINEERING CO. (952) 840-7366. *892.80-------- __ �/ SB#15 II I 892•... \ �� DENOTES PROPOSED UPLAND AREA TO BE y -- Z ��----� COVERED BY CONSERVATION EASEMENT. W \ / R=60 OUTLOT A ALL WETLAND AREAS ARE TO BE COVERED I i z GROSS=39,695 S.F. BY CONSERVATION EASEMENT AS WELL, /PROPOSED DRAINAGE AND. BUT IS NOT SHADED. 'a UTILITY EASEMENT OVER 89A / \ d's 7`SO \ w PIN No. 29-$1-22, 23'0017 Ln ALL OF OUTLOT A / \ \-0 /AO S et NET= DENOTES WETLAND AREA AND 10 FOOT 1 Owner: WALSTROM BEND Q K r = / \ t1 F`T \'' .• O Address: 667211OKA}� DR O,�e9 fi''. �'j WETLAND BUFFER SUBTRACTED FROM THE � c� o °G GROSS AREA // I r \ EX. SHED•- \ X : / / Soso \�0 % ® 11010 X. \ A PIN No. 29-31!-22-23-=0018 1EX Owner: KNILANS BRIAN' C i SHED & PATRICIA 4 r-1 e tw IAddress. 6664 HOKAHDR L_J „ co'), Y; I GROSS=21,131 S.F. / I , n Com_ o CP I NET=21:.131 S.F. ry, 2 , 6i _ / GROSS=12,294 S.F. \ III j r �f o I / / / NET=12;294 S.F. 1 ao JB#14 \ SB16 / /ro ose �d6 Ly , 893�82 99.66 \ \ \ S a� 'T- �r' 01. Y _ ---- I GRO 19 I - _ S 0,8 S.F. \ f. NET=10,819 S.F. \ / r- 30.5 L -J.L J i , ---- r Yl i '-- L 1 J -} R z �\ w \ N A l N ��� �0p eo S" I � I / PIN No. 29-31-22-23-0019 1 c�0 A i Owner: KACIE L JOHNSON moi' Q N� \ I MATTHEW J SCHUGEL w Il �', I Address: 6656 HOKAH DR L 1 J \�\ a 56.5 -� -�_ �90.,1.0 ., S.F. cGROSS=12,531`-------- - % FNa1f21NIP N N 0 /N \ NET=12,531 S.F. 00- ��I� � � 00 T - - -,� F I � T m �0.00200 ' o 6o o9'A 'o I I GRASS=10,800`':S.F. o \ / Se \ \ r '�i O O N No. 29-31-22-23-0020 N o ..o ET=10,800 S.F. \ !�56• \ Q 2,A�G �� Owrler: JOHN M MACDONALD TRUSTEE O 0 Z o ----/ \\ 9 I 5 G� � TERRY A MACDONALD TRUSTEE � Q I .� \ 3Q � � � y \ ' Address§: 6648 HOKAH DR � ... gX, ^ , - e� J ' I \ GROSS=13,674 S.F.SHED O� 'L 0 .� i m o \ NET=13,674 S.F. S13#1 7 ID F - -- LLJ \ O- p`'i0 �. ' -\-- ---�-- -----------------"-------- 0 O 890.53 0 p -- - O�0 0 SB#13 ------ 150.0O13 60 �PIN No. 29-31-22-23-0021 cA� O 898.96 ; s I I Owner: MORIS ROBERT A & BEVERLY ; - UNASSD �Q 30. Z0? Address: 6640 HOKAH DR O / PIN No. 2s-31-22-23- 0002 O GOOSS=13,500 S.F. 6 ANOKA COUNTY OF; GROSS= 16 S.FLu AddressO�NET=13,500 S.F. LnNET=16326 F. Q oV EX. i - ---- U L O w 8�CO / O ND%ix�0 z 1 l I. '-882------ / L L V 135.0 I \ �, / / 5 pz_J z 1 151R�L o.. O �� \ y/ /UL2 Q O GRAVEL DRIVEWAY r0 r7 �j O - O CD W OI = T Rg4 T-------------- I I I / / SB 12 30 ��..; I > a o z SIOUX # ti o 0 165.00 895.45 77.63 1 I / Q CSS O w I I I I I. x `, I / I\ I �- .. 207, 08 ' m �2 i Az ca N Z o I ..... .. r V \\N o 0 o I O Lou U0 vwi _ E- o w C0 I/ t 894.4 TEMPORARY 1 35.0 6.4 �r . � \ ^ (� J CO 0 0 . Cr SHELTER '� i W FND1 721NIP - - - - - - � I ?'� / r - - - � 0 30 < � � I � �% � � w w w� / 0 Rim=894.82 SHED I I \ t v n I In v---8-8-6 83(N) PIN No. 29-31-22-23-0013 _ _ 1 \ 6RO$$=24,271 $ F. U O ( ) :- V _1_ ; Owner: RAUCHBAUER MARK & DEADRA E I \ J \ 1 J Q 1 M Inv=885.95 S Address: 6630 HOKAH DR NET=22,715 S.F._I F- m I I ro East Top of 1 \ \ 7O \ \ I� N w I cv. Concrete = 886.54 0" \ 4.2 _ / \ \ �� i''1I o $ (No Invert East) do 0 GROSS=13,500 S.F. - _ \ �' o o o NET 13,500 S.F. m . ' ^ �' 100.0 --------- \ \ T 0oLCX 0 1- .......� \ cn / LLI o \ � �0 -Q-----ma�- W I 898.15 FNDF I 89 # y -I - ------ 62 150.0 EQ sHo -TI - - - - o A M GROSS 700 S.F. / 7 I 135.0 J r / - --- z N GROSS=18,139 S.F. NET=21,893 S.F. r-� PIN No. 29-31-22-23-0014 NET=17,906 S.F. J/ Owner: LUCKOW RANDY K & DEBBIE J W - o -PROPOSED WETLAND MANAGEMEN r -r i I --- Address: 6622 HOKAH DR g m': GROSS 10,800 S.F.. m i =-� - C NSER�ATION SIGN (TYP.) 60 -- O w NET -10,800 S.F. O Irl �, PROPOSED DRAINAGE --- - N F-M.ENT • ...........0_' -- L_J EX. ❑ U7 OSB#10. r�'. A ... -- L_ J 0 : -- ' D (UTILITY EA •••••• --- - 00 (t l e ose y� ,AZO SHED Q I I 895.27 .. Q - - eLosa sss.96w PROPOSED -DRA-INA-GE P 5759g2g'02�� FNDF'44'41 ND UTILITY EASEMENT 5 WETLAND 03 Alt' 136. AE 135.0 1r -�------- --- \ OO - / opo U T I L I T Y R CRE S = - - - - --------��-- ---- -�� C" A N p S PAll E I C E j I L -J I m 0 1' �`. ��. • - -- /' D R A I..N..A' G E E K P LAT O F rte- Q- \: 100.0 �`S .21 P I ' - ` PIN No. 29-31-22-23-0015 - I - ° _ _ _ S Owner: HOCHHALTER EVA L1_ ly, I O mI o [ � 121.6 ?• \ '1' \. �9 X67 ...\ Address: 6614 HOKAH DR o o R 3' 88 GROSS=11,475 S.F. I Li PROPOSED POND \ \ L1J 00 iI NET=11,475 S.F. I °0 W~ I I MAINTENANCE ACOES�S �`09 6, 888 I I m I EASEMENT �.m \ 6, \ � r_\ N �7°0 8'36"W 895.97 O `_14 51 FNDFP O I I 1 O -T- /% oo 09GROSS=11.8 S.F.1 \NET=11,098 F.0 - I _r 135.0 a aI I CD I I�) PIN No. 29-31-22 :32-0028CD 0 1 \ "wg \ <� ,. Owner: TYLER R OGLE 47.0 ' -- GROSS=11 559 S.F. 00 F` I -� 4 73 Address: 6606 HOKAH DR 0 I I 67 �S'' " 1 ' I $ND16 21tfIP NET=11,559 S.F. I I o (�\ 1 I �-- I / I I W' IN W Cn 1 i JB#91 89 I -T- I c9 oi6, rn J�� �_. 30'01 c0 I 0 BGROSS=12,,011F. I \ - NET=12, 11 S.F.\ 60 - �..._I o 30 - , 1 �90 OUTLOT B -1 ----- _ C m 140.2 �\I tJ - I �9 11 1 672,624 S.F. CPS � C o o ^ \ x rt PROPOSED DRAINAGE NAND Nw= �� cP�w 1 ------ - VER N Y rn OSB#8 0. ...... \ a 148.5 �I UTALLYOFAOUMLOT B N = _ O o 899.�s \ L6 .. 1` 5.'' r w � � SS�i2,880 5:f-:` \ 00 \ II I . \ m O NET�12,880 S.F, L.....\.`r co 9 9� . I \ 1`2 N m a ..., `o. oo P\ \ GR SS=11 552 S F I 1 00 I. I I I I II , I I I N8sa65 N \ cr\ o z FN DFP. m o.. W -11,552 S.F. I o \ a0 '.r Og -- 86----- 1 Z c D \ I �� rs-- r I V.a 7LPROED DRAINAGE I E I - ; i _ 9p AND AlUCTY EASEMENT -i1 _: _ , 03 ,• ,' w : , - - - - -I lJ 2 _- Cid I:O - _..i M i \ s8as r i 163' \...... - Tj o INV+1 IU - I O 3 I \. r" o �, oc f N- 0 40.5 I o I a� o - =Y m N 6 lI1o ' g I j - 884N _Z ri NET=14,` F. 3 Co2oj o o ROSS=11,047 S.F. I C9 NQ i 00 I NET=11,047 S.F. PROPOSE G�d ;_ N K BENCHMARK NOTES I SEE SHEET S4 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. LOCAL BENCHMARK: TOP NUT HYDRANT Fee owner is James H Speiser & Lois M Speiser. HYDRANT LOCATED AT THE NW CORNER OF - Field survey was completed by E.G. Rud and Sons, Inc. on 2-10-16 HOKAH DRIVE AND SIOUX LANE. ELEVATION IS - Bearings shown are on Anoka County datum. Wetland shown was delineated by Jacobson Environmental, PLLC, April 897.49 FEET (NAVD88). 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 I hereby certify that this survey, plan ov minimal flooding. or report was prepared by me or under - Tree Inventory by Jacobson Environmental, Pllc. Dated Feb. 3, 2016. my direct supervision and that I am N GE BUD it so 0Tele: 612-802-6619. Area A delineated May 9th, 2016. a duly Registered Land Surveyor under EST.I"n Professional Land Surveyors - Boundary area of the surveyed premises: 30.47 Acres. the laws of the State of Minnesota. Survey is based upon Title Commitment File No. 533574 prepared by 6776 Lake Drive NE Suite 110 Land Title, Inc. issuing agents of First American Title Insurance A, www.egrud.com 0 If Company, dated February 15, 2016. Lino Lakes, MN 55014 - LOTS 7-10 WILL HAVE LIMITED ABILITY TO CONSTRUCT ACCESSORY DANT L W. OBERMILLER Tel. 651 361-8200 Fax 651 361-8701 STRUCTURES, DECKS OR ADDITIONS DUE TO 150 FOOT SETBACK Date: 9-07-2016 License No. 25341 REQUIREMENT FROM OHWL. S1Arud\CAD\15proA15822\15822PP.dw 9/7/2016 8:03:19 AM CDT DRAWN BY: dwo FOUND AS LABELED O DENOTES IRON MONUMENT SET, 1 MARKED RLS# 25341 JEN DENOTES ANOKA COUNTY City Submittal CAST IRON MONUMENT ❑ DENOTES CATCH BASIN O DENOTES STORM SEWER MANHOLE O DENOTES SANITARY SEWER MANHOLE 8/xx/16 DENOTES HYDRANT 6 DENOTES POWER POLE X 952.36 DENOTES EXISTING SPOT ELEVATION -a DENOTES SIGN ❑T DENOTES TELEPHONE PEDESTAL © DENOTES CABLE PEDESTAL ❑F DENOTES FIBER OPTIC BOX ❑E DENOTES ELECTRICAL BOX rl DENOTES GUY WIRE DENOTES STORM SEWER APRON DENOTES WET LAND 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 OHw DENOTES OVERHEAD WIRE DENOTES CONCRETE SURFACE r DENOTES BITUMINOUS SURFACE DENOTES GRAVEL SURFACE -------- ----- ------------------------- 890..... "cap., --- ---- = x 6 DENOTES TREE ELEVATION & TREE NUMBER ---- 921.3 1--- PIN No. 17-119-22-14-0008 DENOTES ADJACENT PARCEL OWNER INFO. Owner: City of X Z, -'- Address: Unassigned (PER ANOKA COUNTY TAX INFORMATION) -------- SB#2 DENOTES SOIL BORING BY ITCO ALLIED --0 ENGINEERING CO. (952) 840-7366. *892.80-------- __ �/ SB#15 II I 892•... \ �� DENOTES PROPOSED UPLAND AREA TO BE y -- Z ��----� COVERED BY CONSERVATION EASEMENT. W \ / R=60 OUTLOT A ALL WETLAND AREAS ARE TO BE COVERED I i z GROSS=39,695 S.F. BY CONSERVATION EASEMENT AS WELL, /PROPOSED DRAINAGE AND. BUT IS NOT SHADED. 'a UTILITY EASEMENT OVER 89A / \ d's 7`SO \ w PIN No. 29-$1-22, 23'0017 Ln ALL OF OUTLOT A / \ \-0 /AO S et NET= DENOTES WETLAND AREA AND 10 FOOT 1 Owner: WALSTROM BEND Q K r = / \ t1 F`T \'' .• O Address: 667211OKA}� DR O,�e9 fi''. �'j WETLAND BUFFER SUBTRACTED FROM THE � c� o °G GROSS AREA // I r \ EX. SHED•- \ X : / / Soso \�0 % ® 11010 X. \ A PIN No. 29-31!-22-23-=0018 1EX Owner: KNILANS BRIAN' C i SHED & PATRICIA 4 r-1 e tw IAddress. 6664 HOKAHDR L_J „ co'), Y; I GROSS=21,131 S.F. / I , n Com_ o CP I NET=21:.131 S.F. ry, 2 , 6i _ / GROSS=12,294 S.F. \ III j r �f o I / / / NET=12;294 S.F. 1 ao JB#14 \ SB16 / /ro ose �d6 Ly , 893�82 99.66 \ \ \ S a� 'T- �r' 01. Y _ ---- I GRO 19 I - _ S 0,8 S.F. \ f. NET=10,819 S.F. \ / r- 30.5 L -J.L J i , ---- r Yl i '-- L 1 J -} R z �\ w \ N A l N ��� �0p eo S" I � I / PIN No. 29-31-22-23-0019 1 c�0 A i Owner: KACIE L JOHNSON moi' Q N� \ I MATTHEW J SCHUGEL w Il �', I Address: 6656 HOKAH DR L 1 J \�\ a 56.5 -� -�_ �90.,1.0 ., S.F. cGROSS=12,531`-------- - % FNa1f21NIP N N 0 /N \ NET=12,531 S.F. 00- ��I� � � 00 T - - -,� F I � T m �0.00200 ' o 6o o9'A 'o I I GRASS=10,800`':S.F. o \ / Se \ \ r '�i O O N No. 29-31-22-23-0020 N o ..o ET=10,800 S.F. \ !�56• \ Q 2,A�G �� Owrler: JOHN M MACDONALD TRUSTEE O 0 Z o ----/ \\ 9 I 5 G� � TERRY A MACDONALD TRUSTEE � Q I .� \ 3Q � � � y \ ' Address§: 6648 HOKAH DR � ... gX, ^ , - e� J ' I \ GROSS=13,674 S.F.SHED O� 'L 0 .� i m o \ NET=13,674 S.F. S13#1 7 ID F - -- LLJ \ O- p`'i0 �. ' -\-- ---�-- -----------------"-------- 0 O 890.53 0 p -- - O�0 0 SB#13 ------ 150.0O13 60 �PIN No. 29-31-22-23-0021 cA� O 898.96 ; s I I Owner: MORIS ROBERT A & BEVERLY ; - UNASSD �Q 30. Z0? Address: 6640 HOKAH DR O / PIN No. 2s-31-22-23- 0002 O GOOSS=13,500 S.F. 6 ANOKA COUNTY OF; GROSS= 16 S.FLu AddressO�NET=13,500 S.F. LnNET=16326 F. Q oV EX. i - ---- U L O w 8�CO / O ND%ix�0 z 1 l I. '-882------ / L L V 135.0 I \ �, / / 5 pz_J z 1 151R�L o.. O �� \ y/ /UL2 Q O GRAVEL DRIVEWAY r0 r7 �j O - O CD W OI = T Rg4 T-------------- I I I / / SB 12 30 ��..; I > a o z SIOUX # ti o 0 165.00 895.45 77.63 1 I / Q CSS O w I I I I I. x `, I / I\ I �- .. 207, 08 ' m �2 i Az ca N Z o I ..... .. r V \\N o 0 o I O Lou U0 vwi _ E- o w C0 I/ t 894.4 TEMPORARY 1 35.0 6.4 �r . � \ ^ (� J CO 0 0 . Cr SHELTER '� i W FND1 721NIP - - - - - - � I ?'� / r - - - � 0 30 < � � I � �% � � w w w� / 0 Rim=894.82 SHED I I \ t v n I In v---8-8-6 83(N) PIN No. 29-31-22-23-0013 _ _ 1 \ 6RO$$=24,271 $ F. U O ( ) :- V _1_ ; Owner: RAUCHBAUER MARK & DEADRA E I \ J \ 1 J Q 1 M Inv=885.95 S Address: 6630 HOKAH DR NET=22,715 S.F._I F- m I I ro East Top of 1 \ \ 7O \ \ I� N w I cv. Concrete = 886.54 0" \ 4.2 _ / \ \ �� i''1I o $ (No Invert East) do 0 GROSS=13,500 S.F. - _ \ �' o o o NET 13,500 S.F. m . ' ^ �' 100.0 --------- \ \ T 0oLCX 0 1- .......� \ cn / LLI o \ � �0 -Q-----ma�- W I 898.15 FNDF I 89 # y -I - ------ 62 150.0 EQ sHo -TI - - - - o A M GROSS 700 S.F. / 7 I 135.0 J r / - --- z N GROSS=18,139 S.F. NET=21,893 S.F. r-� PIN No. 29-31-22-23-0014 NET=17,906 S.F. J/ Owner: LUCKOW RANDY K & DEBBIE J W - o -PROPOSED WETLAND MANAGEMEN r -r i I --- Address: 6622 HOKAH DR g m': GROSS 10,800 S.F.. m i =-� - C NSER�ATION SIGN (TYP.) 60 -- O w NET -10,800 S.F. O Irl �, PROPOSED DRAINAGE --- - N F-M.ENT • ...........0_' -- L_J EX. ❑ U7 OSB#10. r�'. A ... -- L_ J 0 : -- ' D (UTILITY EA •••••• --- - 00 (t l e ose y� ,AZO SHED Q I I 895.27 .. Q - - eLosa sss.96w PROPOSED -DRA-INA-GE P 5759g2g'02�� FNDF'44'41 ND UTILITY EASEMENT 5 WETLAND 03 Alt' 136. AE 135.0 1r -�------- --- \ OO - / opo U T I L I T Y R CRE S = - - - - --------��-- ---- -�� C" A N p S PAll E I C E j I L -J I m 0 1' �`. ��. • - -- /' D R A I..N..A' G E E K P LAT O F rte- Q- \: 100.0 �`S .21 P I ' - ` PIN No. 29-31-22-23-0015 - I - ° _ _ _ S Owner: HOCHHALTER EVA L1_ ly, I O mI o [ � 121.6 ?• \ '1' \. �9 X67 ...\ Address: 6614 HOKAH DR o o R 3' 88 GROSS=11,475 S.F. I Li PROPOSED POND \ \ L1J 00 iI NET=11,475 S.F. I °0 W~ I I MAINTENANCE ACOES�S �`09 6, 888 I I m I EASEMENT �.m \ 6, \ � r_\ N �7°0 8'36"W 895.97 O `_14 51 FNDFP O I I 1 O -T- /% oo 09GROSS=11.8 S.F.1 \NET=11,098 F.0 - I _r 135.0 a aI I CD I I�) PIN No. 29-31-22 :32-0028CD 0 1 \ "wg \ <� ,. Owner: TYLER R OGLE 47.0 ' -- GROSS=11 559 S.F. 00 F` I -� 4 73 Address: 6606 HOKAH DR 0 I I 67 �S'' " 1 ' I $ND16 21tfIP NET=11,559 S.F. I I o (�\ 1 I �-- I / I I W' IN W Cn 1 i JB#91 89 I -T- I c9 oi6, rn J�� �_. 30'01 c0 I 0 BGROSS=12,,011F. I \ - NET=12, 11 S.F.\ 60 - �..._I o 30 - , 1 �90 OUTLOT B -1 ----- _ C m 140.2 �\I tJ - I �9 11 1 672,624 S.F. CPS � C o o ^ \ x rt PROPOSED DRAINAGE NAND Nw= �� cP�w 1 ------ - VER N Y rn OSB#8 0. ...... \ a 148.5 �I UTALLYOFAOUMLOT B N = _ O o 899.�s \ L6 .. 1` 5.'' r w � � SS�i2,880 5:f-:` \ 00 \ II I . \ m O NET�12,880 S.F, L.....\.`r co 9 9� . I \ 1`2 N m a ..., `o. oo P\ \ GR SS=11 552 S F I 1 00 I. I I I I II , I I I N8sa65 N \ cr\ o z FN DFP. m o.. W -11,552 S.F. I o \ a0 '.r Og -- 86----- 1 Z c D \ I �� rs-- r I V.a 7LPROED DRAINAGE I E I - ; i _ 9p AND AlUCTY EASEMENT -i1 _: _ , 03 ,• ,' w : , - - - - -I lJ 2 _- Cid I:O - _..i M i \ s8as r i 163' \...... - Tj o INV+1 IU - I O 3 I \. r" o �, oc f N- 0 40.5 I o I a� o - =Y m N 6 lI1o ' g I j - 884N _Z ri NET=14,` F. 3 Co2oj o o ROSS=11,047 S.F. I C9 NQ i 00 I NET=11,047 S.F. PROPOSE G�d ;_ N K BENCHMARK NOTES I SEE SHEET S4 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. LOCAL BENCHMARK: TOP NUT HYDRANT Fee owner is James H Speiser & Lois M Speiser. HYDRANT LOCATED AT THE NW CORNER OF - Field survey was completed by E.G. Rud and Sons, Inc. on 2-10-16 HOKAH DRIVE AND SIOUX LANE. ELEVATION IS - Bearings shown are on Anoka County datum. Wetland shown was delineated by Jacobson Environmental, PLLC, April 897.49 FEET (NAVD88). 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 I hereby certify that this survey, plan ov minimal flooding. or report was prepared by me or under - Tree Inventory by Jacobson Environmental, Pllc. Dated Feb. 3, 2016. my direct supervision and that I am N GE BUD it so 0Tele: 612-802-6619. Area A delineated May 9th, 2016. a duly Registered Land Surveyor under EST.I"n Professional Land Surveyors - Boundary area of the surveyed premises: 30.47 Acres. the laws of the State of Minnesota. Survey is based upon Title Commitment File No. 533574 prepared by 6776 Lake Drive NE Suite 110 Land Title, Inc. issuing agents of First American Title Insurance A, www.egrud.com 0 If Company, dated February 15, 2016. Lino Lakes, MN 55014 - LOTS 7-10 WILL HAVE LIMITED ABILITY TO CONSTRUCT ACCESSORY DANT L W. OBERMILLER Tel. 651 361-8200 Fax 651 361-8701 STRUCTURES, DECKS OR ADDITIONS DUE TO 150 FOOT SETBACK Date: 9-07-2016 License No. 25341 REQUIREMENT FROM OHWL. S1Arud\CAD\15proA15822\15822PP.dw 9/7/2016 8:03:19 AM CDT DRAWN BY: dwo JOB NO: 15822PP DATE: 3/04/16 CHECK BY. dwo SCANNED ❑ 1 3/10/16 Rev. Lot lines JEN 2 5/09/16 City Submittal JEN 3 5/24/16 City Comments DINO 4 6/24/16 City Comments DINO 5 8/xx/16 Revise Enid Trail Sac at south DINO 6 9/07/16 Revise with final plat submittal DINO NO. I DATE DESCRIPTION BY 15822 PF FINAL TREE INVENTORY AND TREE REMOVAL PLAN �of� ST. CLAIR ESTATES --for-- St. Clair Land Company C/O Jamie Jensen 1517 Dawn Circle 4 X86.06 ......'.. � 1.5236x 9 4 x898.53 N 14 .. gp 142 14 148`.. 900.0 139 TREE LOCATION NOT WITHIN BASIC USE AREA 00 cc EX. SHED Arden Hills, cc x 2 x37. 7' 66 .11/ X8�86.,7 - x 899.09 mac? I I 1 1 129".137 1 1 1 ••• ` F 1 I I I 1 x 885.67 / 43 � 88 .48 !SHED EXISTING !® BUILDING 898 NON -ESA 007. ' . x 898.58x OUTLOT B866.,2. 90 2x'x3 666.09 1 ., .73151 . 86.291 886.��33ssy2b� 41 BX I� \ 86. 228L /886.39 887. 887139 x 198 97 _.x886.01 '` 8 .0 ` 86jx�9 x285.22 x 448'58 .. .. 86 x 886 0 X90209 897.64 '. .. ... 2 •• ' .. 1 ^x 9.0 x 399. 1 x'89625 145.' 1517 Dawn Circle 4 X86.06 ......'.. � 1.5236x 9 4 x898.53 N 14 .. gp 142 14 148`.. 900.0 139 TREE LOCATION NOT WITHIN BASIC USE AREA .9 SEE SHEET S7 6 EX. SHED Arden Hills, MN 55112 x 2 x37. 7' 66 .11/ X8�86.,7 - x 899.09 888.7 58 .96 7 x 168. 2/ x'8085.42 1 129".137 1 1 1 ••• ` F 1 8 .7 - x 88 .48 !SHED EXISTING !® BUILDING 898 NON -ESA 007. ' . x 898.58x OUTLOT B866.,2. 90 2x'x3 x585.35`\ 1 ., .73151 �9 8 .4 xx x1 9' I� W ` 00 Q 887. 887139 x 198 97 _.x886.01 '` 8 .0 ` �� x 448'58 / \ x X90209 897.64 '. .. ... 2 •• ' .. 1 ^x 9.0 x 399. 1 x'89625 145.' Z 46. 9 x885.50 7 ' x 699:40 .. E •'•., x146... 0 •. 900.1 x1932'09007 140 8 86 x`98 x8 x8 4 ____ 6 12 . . TREE LOCATION � w O " " .'..X902.19 ......'.. � 1.5236x 9 4 x898.53 N 14 .. gp 142 14 148`.. 900.0 139 TREE LOCATION NOT WITHIN BASIC USE AREA X. EX. SHED BENCHMARK. 165 x 903.08.: 902 2 x• x1 1.4 •. DECIDUOUS TREES OVER 12" DBH OR EVERGREEN`"' - x 899.09 TREES BETWEEN 12'-20' BETWEEN 12-20' TALL 129".137 1 1 1 ••• ` F 1 TALL 170 !SHED EXISTING !® BUILDING 898 NON -ESA NO MITIGATION REQUIRED PROVIDE ONE TREE PER PROVIDE TWO TREES PER x 898.58x / / TREE REMOVED 1 ., .73151 NATURAL RESOURCE PROVIDE ONE TREE PER PROVIDE TWO TREES PER ;'• 1 .x1890 .: 5 .......... 9�2 TREE REMOVED cWi[12.7 x169 .14 / X90209 897.64 '. �` Z Z / x � 1.49 M TREES REMOVED 6-12" a S U I / 19603.42 7 DBH, 12-20' TALL = 0 (1:1) REPLACEMENT = 0 Y z 9968 ••;: / 898.92 153 x ••••.j TREES REMOVED 12" DBH OR a U 12 x 902.7 x164.14 54 .12 '. GREATER, OVER 20' TALL = 0 (2:1) REPLACEMENT = 0 U 11 / / 13 •• \ 87.�9886.19 19 .82 / x' .39 1X2 NATURAL RESOURCE PROTECTED -X- ,� ' 1 5 x /. 96023.48 ; "82 AREA ,-�6 AREA WITHIN BUA: 1 7 I or.. Tor.. 146.64. 985.24 '. J 0 xx159 '40 157.74 9 1 2 TREES REMOVED = 33 (1:2) REPLACEMENT = 17 o 1 BLDG. ------------- l Q -> � Q 161 156: 3 - I m / 16003.55 20 � 11 co w rn 00 898_....1 ............... 14.75 126 x 0 � / � I 7.65 x � 1 x 11.59 i X: 106.57 �^ ` z x o A /EX.X m 4x I BOXE0LD28 - LD i I 1 Y :.7` f I. I 1 z rL U 1: 4 O TREE30 1.28 � EX. BLDG• ................ .............. , 899.19 C.0 1 1 901.86 EX - �` TRFE14 \ w OAK30 8 `.89 .18 • 15 ; T i 899.54 TREET4 . �� I I EXISTING GARAGE I i E 0.5'0 0 899.95 i G R. - OXEID16 , FtACKB12 ,� 1 1 I 1 ® 2 / / I � I • m F: 4 O �1 \\ \\\ `- �I 18fi '26 TREES 0 B E 3M VE D----------- - .--- Ii IIII II g67 .25 180 25 WETLAND #1 ;1887.19 nsTREE PRESERVATION AND MITIGATION STANDARD ----- �w ---- _ .74 190 i886.77 -Aim 89 --------__-- `-------------------- ENVIRONMENTALLY TREE LOCATION � w O SENSITIVE AREA WITHIN BASE USE AREA TREE LOCATION NOT WITHIN BASIC USE AREA (ESA) CATEGORY EX. SHED BENCHMARK. DECIDUOUS TREES 6" DBH AND OVER OR EVERGREEN DECIDUOUS TREES 6-12" DBH OR EVERGREEN TREES DECIDUOUS TREES OVER 12" DBH OR EVERGREEN`"' - / TREES BETWEEN 12'-20' BETWEEN 12-20' TALL TREES OVER 20' TALL ` F 1 TALL p 9 !SHED EXISTING !® BUILDING 898 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 LL Y J Z a x / � w O Z LU oHw off ``--oHtiu N 1 I / EX. SHED BENCHMARK. 2 6/24/16 Y DANIEL W. OBERMILLER - / / / I MNDOT STATION NAME: OTTER MNDT RESET= ` F 1 I I I p 9 !SHED EXISTING !® BUILDING 898 1 1 James H Speiser & Lois M Speiser. 16 �\ ' NON -ESA WITHIN BUA: \\ 1 1 / 18 / / t ._ 856'95 TREES REMOVED - 81 REPLACEMENT = 0 \/C/ w U Z / J 'p,. x 77.27 NON -ESA OUTSIDE BUA: W Y / �` Z Z / 9 .5 .i 185.59 TREES REMOVED 6-12" a S U I / ` X 7 DBH, 12-20' TALL = 0 (1:1) REPLACEMENT = 0 0 3 9968 ••;: / �$$ TREES REMOVED 12" DBH OR U 12 GREATER, OVER 20' TALL = 0 (2:1) REPLACEMENT = 0 i. 11 / / •• \ 87.�9886.19 19 z / 1X2 NATURAL RESOURCE PROTECTED -X- ,� ' 1 5 x /. AREA ,-�6 AREA WITHIN BUA: 1 7 I or.. Tor.. 146.64. 985.24 '. J 1 2 TREES REMOVED = 33 (1:2) REPLACEMENT = 17 o 1 BLDG. ------------- l Q -> � Q . LL Y J Z a x / � w O Z LU oHw off ``--oHtiu N 1 I / EX. SHED BENCHMARK. 2 6/24/16 Y DANIEL W. OBERMILLER - / / / I MNDOT STATION NAME: OTTER MNDT RESET= I, I I I DESCRIPTION !SHED EXISTING !® BUILDING 898 1 1 James H Speiser & Lois M Speiser. FENCE 1 1 / 18 / / t - = W U Z / J ------- ' Y / LL Z / 9 .5 .i 185.59 ---- _ ' -- a S U I / ` X 7 0 3 9968 ••;: / �$$ X �x 12 i. 11 / / 19 z / t'I Co U 1 5 x /. I 146.64. 985.24 '. U Z W o 1 BLDG. 11 Q -> � 1 / 13 . 3 - I m / 1 20 � 11 co w rn 00 898_....1 ............... _ 0 � / � I NATURAL RESOURCE PROTECTED AREA OUTSIDE BUA: TREES REMOVED 6-12"---------------------- DBH, ---------------- DBH, 12-20' TALL = 0 (2:1) REPLACEMENT = 0 TREES REMOVED 12" DBH OR GREATER, OVER 20' TALL =; - 0 (3:1) (REPLACEMENT = 0 TOTAL TREES REMOVED 112 TOTAL TREES REPLACED = 17 I 1` 1 \ 1 i 1 , 1 _ X I \ _-Lv I ------ WETLAND - 11 1 WET A D 1 I - 1 I i I 0887.31 EWET1-191 i I / 886.2" EWET I 1' f I II all, co 3 885.67 EWET1- ' ally 885.67 o EWET1- LLJ / LLJ 00 --------- ,111, RICE LAKE I JOB NO: 15822PP I: EXISTING �p GARAGE cP /EXISTINGCP HOUSE oHw off ``--oHtiu EX. i ; SHED 8� ` 1 5/09/16 City Submittal BENCHMARK. 2 6/24/16 Y DANIEL W. OBERMILLER 1 / IIi9� I MNDOT STATION NAME: OTTER MNDT RESET= I, It DESCRIPTION !SHED EXISTING !® BUILDING 898 1 1 James H Speiser & Lois M Speiser. FENCE 899.99 / ASH11 9 - I WOOD ------- LL xL5 .66:• x19(9Q.27 •9 ' 898.18 x 9 .5 .i 185.59 ---- _ ' -- 0:36•... 120 x 8 8" 9 X ` X 7 0 3 9968 ••;: �$$ 24 899.S�j x 900.02 123 121 .'x 897 2 116 8292 894.72 x 89 110 / los 1 5 x /. ......:., 146.64. 985.24 '. U Z W o 1 BLDG. x . �. / 11, 3 EXISTING ¢ If BUILDING EX. x886.38 X ED O 7.65 x � 1 i X: 106.57 �^ ` EXISTING BUILDING x o A /EX.X m all, OUTLOT B I BOXE0LD28 - LD I 1 f I. I 1 O TREE30 1.28 � EX. BLDG• \ ' 899.19 ...888.. " 1 1 901.86 EX - �` TRFE14 \ OAK30 CHAIN LINK FENCE `.89 .18 • e TyP/. T 899.54 TREET4 I I EXISTING GARAGE I i E 0.5'0 0 899.95 i G R. - OXEID16 , FtACKB12 1 1 I 1 / / I � I • m F: 4 O �1 ,111, RICE LAKE I JOB NO: 15822PP I: EXISTING �p GARAGE cP /EXISTINGCP HOUSE oHw off ``--oHtiu EX. i ; SHED 8� ` 1 5/09/16 City Submittal BENCHMARK. 2 6/24/16 NOTES DANIEL W. OBERMILLER 1 - Site Address IIi9� I MNDOT STATION NAME: OTTER MNDT RESET= EX. \ It DESCRIPTION !SHED EXISTING !® BUILDING 898 1 1 James H Speiser & Lois M Speiser. FENCE 899.99 / ASH11 9 , wet I v 886.22 i EWET1-11 I I I 886.21 EWET1-1�6 , I 1 ' 1 al I, I 886.f EWET 88E EWE I' �a ;3 1 I I - 88 EW 'I 885. SQ' EI FT1 183 i 886.31 EWET1 182 886.51 EWET1-181 887 T1-180 887.22 EWET1-179 88Q 88f I I I I I I 1 I 887.51 EWET1-200 / 887.79 .NeX'g EWE T1-199 _ --------,890-- VICINITY MAP_ PART OF SEC. 29, TWP. 31, RNG. 2: ■ 0 C J SITE .. Early Childhood Hometo" Ra4a Cerotrr Limn Lakes Orae Stop 6 BI Mh SR Bird I' 887.77 EWET1-178 ANOKA COUNTY, MINNESOTA EWET1 v1 i WET, -177 (NO SCALE) 887.48 / 887.48EWETI 176 i EXISTING PROPERTY DESCRIPTION Lot 1, Block 1, Speiser Acres, Anoka County, Minnesota. 90Ci.73 £ TREE PRESERVATION LEGEND OAM38 �0,. - 900.69 sKs /EXISTING x HOUSE 00 3 DENOTES PROPOSED GRADING LIMITS AND ! � 9 `8 i , AP -12 1 96683 - 9 --------------------1 TREE REMOVAL LINE I ELM8 ___ Fi 899.65 x - - ---------------=� DENOTES NATURAL RESOURCE PROTECTION WMC ELM13 O a� a\ .\\ ---------- 899.92 __ (', REPLACEMENT RATIO IS 1 TREE / 2 TREES REMOVED x I `-------__ I OAK30 � 1 -'-- i I APLE22 `\ �` 11 1 `� _F' \ \ 1 I \\ DENOTES EXISTING CONTOURS 899.42 �`, _ 1 ...... x"- PINE12'•. MOAPLE24 \�` \ --_ ----------------- -- --- - DENOTES EXISTING LIDAR CONTOURS • 891j.56 x �00.05 PINE18 3- _ DENOTES TREE CANOPY LINE899 54 ,896_ -____- ELM22 p _ , 900.35li 69953' �SPRUCEs x DENOTES TREE NUMBER SPRUCE1 1 - I �� 1 1 1 1 ,` I I I I i Ii 921 I F ••. 1 F •__ INEtip 900.54 .' \, II11 I, ` -- ---= 3 NORTH i '••.• PINE13 , 1 , _ __ ______-___ CO \ I 16° WATER AIN < - o---------------------------------------- -900" ---------- -< < < < < < < < < < < < ---------------- ....... `900 898_'"r` a r -- r- -'- I hereby certify that this survey, plan �i or report was prepared by me or under a-iaa %♦ia a �i r r aa -- a-- r . - - - - - - -- - - - my direct supervision and that am o under s a duly Registered Land Surveyor the laws of the State of Minnesota. OHW OHW OHW OHW OHW GRAPIMC SCALE - - 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. G. RUB a SONSP INC&- EST.,9n Professional Land Surveyors www.egrud.conn 6 776 Lake Drive NE, Suite 110 Lino Lakes, MN 55014 Tel. (651) 361-8200 Fax (651) 361-8701 F -' I -,I I 15822PP.dwg 9/7/c'4_, X 03:19 AM CDT LOCAL BENCHMARK: TOP NUT HYDRANT - Field survey was completed by E.G. Rud and Sons, Inc. on 2-10-16 HYDRANT LOCATED AT THE NW CORNER OF - Bearings shown are on Anoka County datum. HOKAH DRIVE AND SIOUX LANE. ELEVATION IS - Wetland shown was delineated by Jacobson Environmental, PLLC, April 897.49 FEET (NAVD88). 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 TREE REMOVAL NOTES - minimal flooding. Tree Inventory by Jacobson Environmental, PLLC. Dated Feb. 3, 2016. Tele: 612-802-6619. DRAWN BY: JEN JOB NO: 15822PP --------------- CHECK BY, dwo oHw off ``--oHtiu 1 5/09/16 City Submittal BENCHMARK. 2 6/24/16 NOTES DANIEL W. OBERMILLER 200 - Site Address is Unassigned Birch Street, Lino Lakes, MN. Date: 9-07-2016 License No. 25341 MNDOT STATION NAME: OTTER MNDT RESET= Pin. No. 29-31-22-32-0044. N0. I DATE DESCRIPTION ELEV. = 941.08 FEET (NAVD88) Fee owner is James H Speiser & Lois M Speiser. LOCAL BENCHMARK: TOP NUT HYDRANT - Field survey was completed by E.G. Rud and Sons, Inc. on 2-10-16 HYDRANT LOCATED AT THE NW CORNER OF - Bearings shown are on Anoka County datum. HOKAH DRIVE AND SIOUX LANE. ELEVATION IS - Wetland shown was delineated by Jacobson Environmental, PLLC, April 897.49 FEET (NAVD88). 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 TREE REMOVAL NOTES - minimal flooding. Tree Inventory by Jacobson Environmental, PLLC. Dated Feb. 3, 2016. Tele: 612-802-6619. DRAWN BY: JEN JOB NO: 15822PP DATE: 3/04/16 CHECK BY, dwo SCANNED ❑ 1 5/09/16 City Submittal JEN 2 6/24/16 City Comments DWO 3 81xxl16 Revise Enid Trail Sac at south DWO 4 9/07/16 Final Plan revision DWO N0. I DATE DESCRIPTION BY - City to determine species of trees to be - Boundary area of the surveyed premises: 30.47 Acres. replaced. - Survey is based upon Title Commitment File No. 533574 prepared by - Tree replacement size is to be 2". Land Title, Inc. issuing agents of First American Title Insurance S � Company, dated February 15, 2016. 158221 FINAL TREE INVENTORY AND TREE REMOVAL PLAN -of- ST. CLAIR ESTATES 89 --for-- 10 St. Clair Land Company 1 - ur a 88 C/O Jamie Jensen 9 3 1 1517 Dawn Circle - - . ........... 87 SE Arden Hills, MN 55112 TREE INVENTORY BY JACOBSON ENVIRONMENTAL 2/3/16 Jaime Jensen Tree Survey Tree Species Codes February 2-3, 2016 X _ 85 WS 12 Trees to CT=Cottonwood Tag# species dbh 0-9Cond #trunks bermoved SE=Siberian Elm 100 CT 41 6 4 BE=Box Elder 99 SE 31 3 1 WS=White Spruce 98 BE 19 3 10 X QA=Quaking Aspen 95 SE 11 3 1 X RP=Red Pine 92 SE 6 3 1 X RO=Red Oak 94 SE 10 3 1 X BC=Black Cherry 93 SE 12 3 1 X HB-=Hackberry 90 WS 11 6 1 CB=Common Buckthorn 89 SE 10 3 1 - ur a 88 SE 9 3 1 X GA=Green Ash - - . ........... 87 SE 7 4 1 X ............ 86 SE 10 4 1 X _ 85 WS 12 6 1 _ 84 BE 24 2 5 83 SE 16 3 1 X I 82 WS 10 6 1 I 81 WS 13 6 1 80 SE 13 3 1 X ------- 79 SE 17 4 1 X ..... 78 SE 16 3 1 X 77 SE 8 4 1 ........................ X 76 SE 7 4 2 X 75 SE 18 3 1 X 72 SE 7 4 1 X .. 74 CT 37 6 1 X/ 96 QA 8 6 2 91 CIA 8 6 2 97 QA 7 5 1 / 71 QA 6 6 1 70 QA 8 5 1 69 QA 7 5 1 66 QA 7 5 1 63 CIA 8 5 1 68 QA 8 5 1 w 62 QA 8 5 1 w 65 BC 8 5 1 yJ 67 CW 9 4 1 a 64 CIA 9 3 1 c 73 SE 19 5 1 61 CW 9 5 1 60 QA 6 5 1 59 SE 19 5 1 58 CIA 10 5 1 57 CIA 8 5 1 56 QA 6 5 1 EX. 55 CIA 9 6 1 SHED® 54 CIA 8 5 1 53 CW 8 6 1 ®X -:__X`_ 52 CW 10 5 1 51 QA 7 5 1 EX. 50 QA 12 6 1 SHED w 49 QA 7 6 1•" 04 w :w 48 QA 7 5 1 11 0070 . Y 47 QA 8 5 1 46 QA 8 5 1 C) 00 ? 45 QA 11 5 1 oo ob 44 QA 9 6 1 X 43 QA 6 5 1 42 QA 7 5 1 X 41 QA 8 6 1 X _X X 7 40 BE 8 5 3 X- 39 QA 8 5 1 38 QA 7 3 1 37 BE 9 5 1 36 QA 9 6 1 35 QA 6 5 1 X 34 QA 6 6 1 X 33 BC 6 5 1 X 32 BE 8 5 1 31 BC 8 5 1 X 30 QA 7 5 1 29 QA 6 5 1 28 QA 7 5 1 27 QA 8 5 3 902.45 26 QA 7 5 1 SFURE12�NONWBER 25 QA 7 5 1 24 QA 7 5 1 23 QA 6 5 1 > o 22 QA 7 5 1 Q 21 BE 13 6 3 SHED 20 QA 14 5 2 IJP 19 QA 14 5 1 18 QA 12 3 1 X 17 QA 9 3 1 X 0 16 QA 9 4 1 X 15 RO 19 4 1 X 14 QA 8 5 1 X LL] 13 QA 7 5 1 X w 12 QA 6 5 1 X 11 QA 6 5 1 X 1 10 QA 7 5 1� 9 QA 9 5 1 GAR. 8 QA 10 3 1 7 CB 7 6 9 6 QA 7 5 1 X 5 QA 6 5 1 X 4 QA 6 5 1 X 3 QA 7 5 1 X 2 QA 6 5 1 X 1 QA 7 5 1 X I ti 200 QA 13 5 1 X 199 QA 7 5 1 X 198 QA 7 5 1 X 1 197 QA 6 5 1 X 89&.24 196 RO 19 6 1 X PINC 195 RO 17 6 2 .SHELT R-' PIN 98: SHELTER PiNE2o 194 QA 6 5 1 X 193 QA 7 5 1 X ,EX. 192 HB 7 6 1 SHE 191 QA 7 5 1 190 QA 12 5 3 189 QA 10 5 1 op 186 QA 10 5 1 `o rn 185 RO 6 6 1 X 184 BC 10 3 1 X 07 rn 183 QA 7 5 1 X 00 182 BE 8 5 2 X 181 QA 8 5 1 180 QA 8 5 1 EX. SHE 179 QA 7 5 1 178 QA 7 3 1 177 SE 13 5 1 X 176 SE 9 5 1 X 175 QA 8 5 1 174 QA 9 5 2 EX.. 173 QA 7 5 1 SHED 172 QA 7 5 1 171 QA 9 5 1 170 BE 16 4 5 X 169 SE 8 5 1 X 168 BE 20 3 1 X 167 SE 14 3 1 X 166 SE 6 4 1 X 165 SE 7 3 1 X 164 SE 9 3 2 X 163 BO 7 4 2 X 162 SE 7 3 1 X 161 SE 10 3 1 X 160 SE 7 3 2 X 159 SE 9 3 1 X 158 SE 13 3 2 X 157 SE 7 3 1 X 156 SE 10 3 1 X 155 SE 10 3 1 X 154 SE 11 3 1 X 153 SE 6 3 1 X 152 SE 9 3 2 X 151 SE 8 3 1 X 150 SE 6 3 1 X 149 SE 7 3 1 X 148 RP 11 5 1 X 147 SE 10 3 1 X 146 SE 10 3 1 X 145 SE 10 3 1 X 144 SE 12 3 1 X 143 RP 10 5 1 X 60 142 RP 11 5 1 X C0 co 141 RP 8 5 1 X 140 RP 8 5 1 X 139 RP 9 5 1 X 138 RP 13 5 1 X 137 RP 10 5 1 X 136 RP 8 5 1 XX 135 RP 10 5 1 X 134 RP 13 5 2 X 133 BE 10 3 4 X 132 RP 9 5 1 X W U 131 SE 7 3 2 X 130 SE 17 3 1 X Y Z 129 SE 8 3 1 X a 128 SE 27 3 1 X 127 SE 7 4 1 X 126 BE 6 4 1 X 125 GA 10 4 1 X 124 BE 18 3 2 123 RO 7 5 1 122 RO 16 3 3 121 RO 14 3 1 X 50 120 E 12 3 2 X S 119 SE 11 3 1 X 118 BE 7 3 1 X 117 BE 9 3 2 X 116 BE 12 3 1 X 115 BE 10 4 1 X 114 BE 7 4 1 113 BE 16 3 9 X 112 BE 10 4 1 X GRAPHIC SCALE 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. 200 111 BE 10 4 1 x EST. 1971 110 BC 14 4 1 X professional Land Surveyors 109BC 15 4 1 X g 108 BE 6 5 1 X www.egrud.com 6776 Lake Drive NE, Suite 110 107 SE 8 3 1 X 5 1 X 106 SE 8 Lino Lakes, MN 55014 105 CT 20 3 1 X 104 BE 6 3 1 X Tel. (651) 361-8200 Fax (651) 361-8701 103 BE 12 4 1 S:\rud\CAD\151-.-ojA15822\15822`P,dwg 9/7/=16 o f C 1- AM CLT TREE ON LE6EN0 ® DENOTES PROPOSED GRADING LIMITS AND TREE REMOVAL LINE TTT7� 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 NnTR - 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. 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).. 8�sr. JOB NO: 15822PP DATE: �• CHECK BY.- dwo SCANNED ❑ 1 5/09/16 s JEN m 6/24/16 f DWO m 8/xx/16 �Pf q 9/07/16 Final Plan revision A185.2 NO. 883.69 64x 67 4.23_ \.74 733. x 8$.10 7 6. 5&5 6.24 x 885.16 � 54 �j 8. J 6.00Xx 885.71 51 50 _ WETLAND i g49 g885.57 / 4 3 m x 886.14.' 48 5.98 1 00 196.58 gg 47 38 6.14 x x 89 6.27 3 x46 5.745.73 1 x 88 1 286.29x 45 1 SEE SHEET S6 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: 9-07-2016 License No. 25341 39 \x85.22 886.08 x 20 !2- " x 96.17 11 1 x8 P42 X88 8 d�l x885.35', _.x586.01 ------------ -rnr-r-c-- -rn r•+r r•. . , ,�.� TREE REMOVAL NOTES - City to determine quantity and species of trees to be replaced. - Tree replacement size is to be 2". DRAWN BY: JEN JOB NO: 15822PP DATE: 3/04/16 CHECK BY.- dwo SCANNED ❑ 1 5/09/16 City Submittal JEN 2 6/24/16 City Comments DWO 3 8/xx/16 Revise Enid Trail Sac at south DWO q 9/07/16 Final Plan revision DWO NO. DATE DESCRIPTION BY 15822 PP ST. CLAIR ESTATES TITLE SHEET, NOTES & LEGEND LINO LAKES, MN 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) ALL MATERIALS AND INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE CITY'S 2016 GENERAL SPECIFICATIONS AND STANDARD 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. 6) 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. 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. 5) MAINTAIN MINIMUM 7.5 -FT COVER TO TOP OF ALL WATER MAIN PIPE. 6) PLACE HYDRANTS 4 -FT OFF BACK OF CURB. 7) WATERMAIN, INCLUDING VALVES, FITTINGS, HYDRANTS AND APPURTENANCES, TO BE WRAPPED IN POLYETHYLENE FILM. 8) ALL FITTINGS SHALL BE DUCTILE IRON CLASS 350 COMPACT FUSION -BONDED EPDXY. 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. 4) SANITARY SEWER SERVICES SHALL INCLUDE TRACER WIRE. 5) SANITARY SEWER PIPES TO BE JOINED TO THE SANITARY MANHOLES WITH APPROVED RESILIENT RUBBER JOINTS TO MAKE THEM GAS TIGHT OR WATER TIGHT. CONNECTIONS TO EXISTING SANITARY MANHOLES SHALL BE CORE DRILLED. 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) STORM SEWER PIPE 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 CATCH BASIN MANHOLES W/ APPROVED RESILIENT RUBBER JOINTS TO MAKE THEM GAS TIGHT OR WATERTIGHT. CEMENT MORTAR JOINTS ARE PERMITTED ONLY FOR REPAIRS AND CONNECTIONS OF EXISTING LINES CONSTRUCTED WITH SUCH JOINTS. ALL JOINTS TO BE WRAPPED WITH GEOTEXTILE FABRIC (DETAIL STR-11). 5) TRASH GUARDS REQUIRED ON ALL APRONS 18" AND LARGER (LINO DETAIL STR-8). 6) SHEET PILING REQUIRED FOR ALL APRONS 24" AND LARGER (LINO DETAIL STR-9). 7) SHALLOW STORM SEWER REQUIRES PERFORATED DRAIN TILE AT LOW POINTS (LINO DETAIL STR-10; ALSO SEE LINO DETAIL STR-2) - PUBLIC STORM SEWER ONLY. LEGEND OHw EXISTING OVERHEAD ELECTRIC TEL EXISTING UNDERGROUND TELEPHONE CBL EXISTING UNDERGROUND CABLE ❑D EXISTING TELEPHONE PEDESTAL ❑F EXISTING FIBER OPTIC PEDESTAL ® EXISTING ELECTRICAL PEDESTAL © EXISTING CABLE PEDESTAL C -ch EXISTING UTILITY POLE C2.6 EXISTING LIGHT POLE » EXISTING STORM SEWER 928 EXISTING WATER MAIN > EXISTING SANITARY SEWER 0 EXISTING STORM MANHOLE 4 EXISTING FLARED -END SECTION >g EXISTING GATE VALVE EXISTING HYDRANT 0 EXISTING SANITARY SEWER MANHOLE -----930---- .928............ EXISTING CONTOUR X 920.99 GE EXISTING SPOT ELEVATION NAVD88 DATUM X EXISTING FENCE wet DELINEATED WETLAND EDGE DELINEATION BY "JACOBSEN ENVIRONMENTAL" APRIL 2016 1 PROPOSED WATER PIPE > PROPOSED SANITARY SEWER PIPE >> PROPOSED STORM SEWER PIPE C2.1 PROPOSED DRAINTILE AND CLEAN-OUT OD PROPOSED STORM MANHOLE ❑ PROPOSED CATCH BASIN Q PROPOSED FLARED -END SECTION AT PROPOSED GATE VALVE C2.6 PROPOSED HYDRANT SQ PROPOSED SANITARY SEWER MANHOLE 928 PROPOSED CONTOUR 930 DETAILS X24.60 PROPOSED SPOT ELEVATION C4.1 (GUTTERLINE, BITUMINOUS SURFACE, OR GROUND C4.2 SURFACE UNLESS OTHERWISE INDICATED) PROPOSED SILT FENCE (LINO LAKES DETAIL GEN -16) PROPOSED DIRECTION OF DRAINAGE PROPOSED RIP -RAP (LINO LAKES DETAIL STR-7) PROPOSED SEDIMENT LOGS (LINO LAKES DETAIL GEN -18) PROPOSED INLET PROTECTION (LINO LAKES DETAIL GEN -19) - PROPOSED WETLAND BUFFER SIGNAGE (LINO LAKES DETAIL GEN -22) ----------- PROPOSED CONSERVATION EASEMENT LINE 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). I I I I M L ---------___ / z�l __--- ---- L----- _ - < II I f' -�----------�1 ��-__---T----r--- _ �I -- - - -- �/ __--- _-- ------------ T -T- �y•. I I I ,�HOKAH DRIVE I T-----------_�SH1 ENA.ID\CAH 3Rq ADDITION I I I I I I \ \ I\ BLOCK\ 4 N I I I I I BLOCKI 5 I \\ = HOKAH LANEBEOCK 41 I I I I I I ^ \ \ I I I I �HENANDOA� 3RD I ADDPON ION \ -- ;v�� r I \ \ I 1 I SHENANDIDAH 3RDI ADDITIOr✓J \ r \ ICA N r r — --- —--�2L44&97 _V I--- —L — -- ..; — I I F] ---- W --- ----- --I --------I----- --------- ------ -------Tr-- ---- 'BLOCKI 13 -- __ PROP I I I I I I (dQ�_=� EASEMOSED DRIVVEWAY AND ENT\ FAVOR 44 BIRCH s�T A w N w cn I a w N K ^' 20 /— — — — — — — — — — — — _iA5i „ I v "— — I I I I I I I I I I I I I I I r. / . — -- 777 — --L-1-41 6 I I 31414_73— I� 21- 77 L — — — J ` I I—m+-aG— —ro+eel I—Iiee I�B—� o I—I_ :... —, •� e+ee. 1.. 7,r.' '',,. I+ I e+oo I \ \ I , / PROPOSEDITRAII �oo .< <-�-_�L =t - �'._® c-��=<_ qe�,_ J L_---1—,� 1✓ -- I , SIV -��9 __ T / TRAIL �./� rWAIL I \, PR0P0Z DRAINAGE. I Z $ TRAIL & ACCESS EASEMENT I c)UNO o IN FAVOR OF THE CITY OF o ' LAKES � ; �It Z Z r ---- Z -4 o -^ EZ^ �10 ^_^ C 60 C I D� �^ I -----T- I V >_ J z o -1 TOTEM I 0 - < TRAIL ------� co - BLOCK 2 1 I I � I I -= I I I I 1� �� I JI N 10 p Y 14 \�-- ------- ---- \ w // O — \ �� - ---------- - - 1 l �/ - __-j = I L ,'N �\v0 �1111111�II II11 ----FTI F- F_ D FTI r X11 / / --------------- -- m O -�7� \ / z I I I }o • — — — / r / o+� \� I a �0 / / � �� L075 d-10 RILL NAPE UNITED SABRITY TO CONSTRU ACCESSORY STROCIUR _150 FOOT W T FROM ON" MENL -----------------------------------��. /4ax / / / i I I 1 J 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 PLAN/PROFILE - WAT & SAN (ENID TR) C2.2 PLAN/PROFILE - WAT & SAN (ENID TR) C2.3 PLAN/PROFILE - WAT & SAN (SIOUX LN & ENID TR) C2.4 000 o eQP C2.5 PLAN/PROFILE - STORM (SIOUX LN) C2.6 PLAN/PROFILE - STORM (POND OUTLETS) C2.6 PLAN/PROFILE - STORM C3.1 DETAILS C3.2 DETAILS / / / i I I 1 J 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 PLAN/PROFILE - WAT & SAN (ENID TR) C2.2 PLAN/PROFILE - WAT & SAN (ENID TR) C2.3 PLAN/PROFILE - WAT & SAN (SIOUX LN & ENID TR) C2.4 PLAN/PROFILE - STORM (ENID TR) C2.5 PLAN/PROFILE - STORM (SIOUX LN) C2.6 PLAN/PROFILE - STORM (POND OUTLETS) C2.6 PLAN/PROFILE - STORM 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 S8 & S9 FINAL PLAT zuzJ IJ Know what's below. 0111 before you dig. VICINITY MAP Fc . i J, 11 1 - C SITE Hcrrwtugvn, Pizrn Lina Lakes Urne Stop 1111i BI Fell St a DRAWN BY: DESIGN BY: A.G. A.G. CHCKD BY: PROJ. NO. C.W.P. 16-1596 ORIGINAL DATE: MAY 10, 2016 Z J O Q F- � U) N F-- m W Z W V) p LLJ gI— Z ��Q O oC)a_ U p J W I-UZ U it LLL W Nr- r- (0 r- cy) -(0nrn WLL0 (j) U) QW WQ�acUJ J Q J 2 Q a�Z)~O W Q 0 W Q z Q 1 =W LL � cr 0 < �0 W2z �- zQ WmzW� < _j }Wzz=m jro F- W =aWLL 0-0 Dm ma M rn co d' O z JU W J V PREPARED FOR: JAMIE JENSEN 0 N r- 0 0i 0 w Q O SITE PLANNING & ENGINEERING PLOWE ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 O 2 0 50 100 1 INCH =100 FEET T1 D Ill ~ Q p W J (n z z W W w u� O z — q W � � W W J U o U J _j VJrr�n PREPARED FOR: JAMIE JENSEN 0 N r- 0 0i 0 w Q O SITE PLANNING & ENGINEERING PLOWE ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 O 2 0 50 100 1 INCH =100 FEET T1 GRADING WITHIN CONSERVATION EASEMENT --- - "--- "- _ / 1) TOP -SOIL FROM DISTURBED AREAS WITHIN CONSERVATION EASEMENT TO BE STOCKPILED AND THEN RE -SPREAD IN AS CLOSE TO ORIGINAL LOCATION AS PRACTICAL. '`-� --- 2) PROTECT CONSERVATION EASEMENT AREA FROM CONSTRUCTION TRAFFIC ��' /� / �­1 �`� �� UPON COMPLETION OF GRADING. �� 0 IN w/ - CO ------------- I v- -- �, H O K A H DRIVE _ --- I I I _ " -` I I / - - - BH Bf� CC DIOAHB CD D T 0'� , I I I �_-----------�-- _ q - ��-_-'� f, I I I I ------------- --( I I BLOKI 4 o / ROCK CONST UCT N I I n ENTRANCE (DETAL GEN Nd �� X I I BLOCK 411, BHB4ND AH 36D ADD TO�J I C)N -- I5�� ^--------- _ I P OTECT SAVE TREE it I I =m mZ mX /I ' 1 I I SEDIMENT CO I T ` /��-------� I I�� I �� '- `" ---- - I I (TYP-DET/ IL � I SEDIMENT CONTROL L GS � I -------------- / - _ ' o YP-DETAIL GEN -18 1 --------------- ,_--- I ------896----�_------ N___ I I (T, 94025 __-_------------ -- _---------- ------------------- -- 1 94.25 0 5 --->! I 5 I-----------� _ ----------------- -__ - - OZ � 894-----�- � - 906 ,- ^ ----900-- --- � 80.20 H.P. --- 9 P-- ------------- -- -------896------ H.P. LP / ' S00°02'15"W - \ LP' ------- 2.0%-- --- ------------- (30. ----------- . --------------- ------------------- - - -- -------------- --- � 448.97 - �� � � 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% �' 2.0% 2.0% - ' - - 1 _ '- 2.0% CONTRACTOF� TO COORD. W/ ANOKA COUNTY -\ °' 894 894 894 --- 894 894 896 HIGHWAY DEPT TO PROVIDE ADEQUATE TRAFFIC mX mm I; I \� - - ---� 8s2�- - v - -_� 8s2 �_ -� 8s2 \ ,,i 1 ---- -� --- --- -- - _ -- CONTROL ALONG BIRCH STREET FOR g92 94 CONSTRUCTION ENTRANCE 1 p \�/ 897.8 1 894.3 1 894.3 894.3 1 894.3 rL- 897.4� I 897.0 gC�6 - I I C897.3 - "g6 I I �s9�� � � 21.0% 96 ROCK CONSTRUCTION 898.3 894.8 894.8 894.8 894.8 897.9 ' T R I I I � 897.5 -f __B �' 0 C v 897.8 897.8 897.5 ENTRANCE (OETAL GEN -17) / 896.6 ,I- ____ 897.6 I I LpW FL=890.9 LOW FL=892.3 LOW FL=892.3 LOW FL=892.3 LOW FL=892.3 / LOW FL=890.5 LOW FL=89C�j' _-'� 89x.7 LOW FLT89 .4 LOW FL=890.4 LOW =890.1 LC \\ eOVERHANG 95.5 LOW OPEN=895.5 LOW OPEN= 5.5 LOW OPEN=8.95: --- LOW FL�890.2`I■FB FB ��1897.1- 1 1 FB\, FB BOX \� /I 898 898 �, 1_ FB .\ /,I- LOW FL -8$2Z- - mZ�m / DROP 2 CRS DROP 2 EIS DROP 2 CR DROP 2 CR / - LOW FL=889.8 ICo .� 0x 14 13 1 12 11 1 -1/0 9 1 Q 1 3 2 \> 898.3 GA , 898.3 GAR 898.3 GAR GAR 8983 898.3 GAR GAR 897.9 f� 897.5 V / �B ,- ( 897.. AR GAR 897.8 GAB1 1 897.6 AR mc) /898 J 898 898 00, °C .. - 6,D �DD cnD OD OD DI / (n \ O O `�\ d'.:;.''.'; / / 04 J ¢` D D pr=�1 \i> -° � ---J -� -- �--- °= L--- � I GAR 897.1 7 L- S00°02'15"W /... .^/ -- I 6 897.2 GAR\ � �q�L630, I_I-- �\- 96.0 96.2 95.80 96.30 96.0 I U,o / I 96 46 314.73 _ -. F H W-� -� JI oHw - . r a � � oD / , I , 96.p8 0 0 10+00 5p 9�0 8+0C�p 8 0� 896 / 8g6 +00 �p /' 2+00 - b� ......:.....:................: r y' 4 896 N (,� g5 6 9g �+ I !80 / 96 N 6• 4 0 0 0 0 �,' �.----� - Zx� 088g�'S------ bcw _ 0.52% 0.63% __-----�96----0.63%_----�Q.60% S, �� �Rn�, Ep 30 ,,9� i 0.50% 0.50% g96 �Nv 6 -- - - ---- ---- p - , ,Pr o / / --,-�, / ' b� g1 1 �R �� wY S��E 16� i - �b ' �ox GEN', 896.30 896 95.60 � 96. (1/q�K 00 `-----°// OS 96.30 9 .80 0.13 0 \ ` ,-- 97.12_ - - - ' m / � , I 95 0 pti' / ,/ 6 5 96 50 � I A �'6 - �i x I ��� 1• - _ cn rn ----- cn \v F- _�• o'er ,I �z - q i s D I I wD L _----- --" �- I I 898 - 1 J e� o > C 0+ '� z mn i-� �� 96 o \ D..'... o ,' y/' \8g¢ - - - - I GAR 898.3 - I- -I GAR 898.2 _ x DROP 1 CRS 1 DROP 1 CRS 1 N n i �r i ,' I N 11 * I 0 896 > �T 892-C n ' �''z� ✓ EY<i 0°�� �,' / �'/ 4' B=890.5��`�� �� 8�1 L891.0 I I I I I I I I 1 \ I \ I 6 011 I I I i I I I I 1 Q 898.2 GAR Q DROP 1 CRS 1=9 F:6-89145 891.0 Cis 1 CRS ■■■I ODM MEMO W-4 - - N► II 1 �� X898 Iv I� � � ,_ 95_40 _ _-�5 0 ac,�ef! �� �, I %oq� SB / ---- ,' GAR 899.0 1 � � �� SURFACE DRAINAGE w `� 3 � --� ( / ,- - SEE DETAIL BEL) 00 SB vv c 1 oi� GAFF 899.2 � y i i ��� P �`� / �' `so E9� €tEV 889.3 _ - _ ,�� �o ' SB GAR (� o � / ,' W.O. 9 �� rn / 11 1 ELECTION 10 -FT PAST_BACK OF PAD OP- BERM 890.0 \ a SB vv/ 882.6 ��� 12 -- I � � °�,D 1ID SB ' NO BORING 15 DRAINAGE & UTILITY F FINISHED GRADE / � SB \ W 0 v 882.5 Q°co EASEMENT I- 898_ - GAR 898.2 - 0.5 -FT BELOW LOW FLOOR FOR WALK -OUTS - - 89`x•2 GAR 1 �W. j _ 894 ° \ .' wrn 1 - 0.7 -FT BELOW LOW OPENING FOR I - GAR 899.2 898 I v DROP 1 CRS ,1 _,- EeW - 891.1 89 �' ,� M. / ) I` -V I I )� I -- --- - W. 0. mx / \ T=897.2 / ` \� 890.6 890.5 890.5 90.6 890.8 \ 89 '� ----- * / 890.6 / - 4- xrn i / ' _ _ ���'� -6=892.0- ��� �� 1 __ - �� �� 1892 W. o. 8- ' s s 1 - - - - \ \ 892 i •O T=897.3 �\ �- tV1 / B=896.0 ,- _ - PR,OPOSED /' _ _ _ - -----� I I Sso.B I /RETAINING WALL/ � _ - `� ` � � � I ,8 � -------' ./ v v 1 � 9g II -T � _ _ �-- � w I 1 890.8 I I 890.5 / Co / / -/---- 0 0 / FT�TOP OF WALL / 25 -FT L =GROUND ELEV @/6ASE 0F' AL� MIN. WETLAND - --- --- ,'' \\\ 1 \ \ I I --- --- - _ _ / / I \ \\ / SETBACK 888 - - v `-- L _ WALKS ZSVER 4 -FC T IN Wei WT -- _ \ 1 \ ` _ - - - --� ♦ ` ' BE DESIGNED BY�'STRUG�TURAL ` \\ - - _ _ _ - -� - - - - - _ - 88 n / _ _ PQVI�E INLET SEDIMENT CONTROL v - , --- / ENGINEER -ENGINEER / OUTLOT B ---- \ ---- ------ - 5 , "_, ,� , � � FOR NEW STORM SEWER INLETS \ � � _ I \� s WITHIN 24 HOURS OF STRUCTURE;� e98\INSTALLATION (TYP,-88SEE DETAIL C - _-0 _------- -0----------� _ ---- $7s / \ \\ 1 60 �' �' / / MIN. WETLAND 25 -FT v v '- '' /' ' WEN -19) ---- - - _ - , I �\ \ -^ --'' / $8a'� _ - TH NOT_ ---- ,88 - SETBACK v _ __ _ - r ��--____________ ___ -- -___----------__ - A vvv I ' PROVIDED-BUPROVIDE IDSECOND rl ,' � - -- ----. _ - -- ------ ��0 I Ali NN ' � /' \� 1 � I � -, � vim'"-'------ -------- � ----�� b�O I A (T _ o,'� -T ROW OF SILT FENCE ADJ. TO r/ o ( n I v i w°j ,' CUL-DE-SAC \FLOODPLAIN � D V FILL �- -- / o Z FT, � � - FEMA FLOODPLAIN z r /= 89 CYC! 0 �9 vv I I 0� of I D LIMITS __- n i I ' I c m Q B 1- FLOODPLAIN MITIGATION /' // / '- v I_ � i I 0 m 1= 599 CY / / v F � m ��_ // - - ( / RIP -RAP W� 0 � >I o �� C `�_ �v MLNIMUM OF 2 ROWS OF SOD RCWD REG. FLOODPLAIN �,� _ - - _ / (SEE DETAIL STR-7) r I C > > �$as, REQUIRED BEHIND CURB - SEED & / ii - ELEVATION = 887.0 PROPOSED POND 1 �' Fri oz MULCH REMAINDER OF ` - n--- o �� �8s / ' NWL 886.0 co __-- RIGHT-OF-WAY (TYP) / II 0\ / ''. HWL 889.3 ; Cf) ��' wed/ �" =-� J Know what's below. Call before you dig. POND HWL 10:1 SAFETY �• N BENCH POND NWL PONDS MUST NOT BE EXCAVATED TO FINAL GRADE UNTIL CONTRIBUTING DRAINAGE AREA HAS BEEN FULLY STABILIZED UNLESS BOTTOM CONTRACTOR PROVIDES ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES PER CITY ENGINEER APPROVAL TYPICAL POND DETAIL TOP OF BERM 10' EOF ELEV SIDE SLOPES 4:1 POND SODDED OVERFLOW WATER TABLE MEASUREMENTS 1 ' / ------- i II "____--- z 4s� o 1 / "- ---I---- - -- _�_�- - �� ��� 1 10 -FT WIDE- 8 2 883.1 SB / ---- ,' 885.9 J __ _, SURFACE DRAINAGE w `� 3 � --� ( / ,- - SEE DETAIL BEL) 00 SB ^ I i '' o m �`� ��-''� ' �8 i i ��� P �`� / �' `so E9� €tEV 889.3 7 884.7 SB 8 o � SB 9 882.9 ELECTION 10 -FT PAST_BACK OF PAD OP- BERM 890.0 882.3 SB 11 882.6 SB 12 -- SB 13 885.0 SB ' NO BORING 7 15 DRAINAGE & UTILITY SB F FINISHED GRADE / 883.8 SB 17 882.5 Q°co EASEMENT I I - 0.5 -FT BELOW LOW FLOOR FOR WALK -OUTS - wet j ° \ 1 - 0.7 -FT BELOW LOW OPENING FOR / e /'-'- FULL BASEMENTS & LOOK -OUTS GRADING, DRAINAGE & EROSION Wii!10L NOTES Cf) ��' wed/ �" =-� J Know what's below. Call before you dig. POND HWL 10:1 SAFETY �• N BENCH POND NWL PONDS MUST NOT BE EXCAVATED TO FINAL GRADE UNTIL CONTRIBUTING DRAINAGE AREA HAS BEEN FULLY STABILIZED UNLESS BOTTOM CONTRACTOR PROVIDES ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES PER CITY ENGINEER APPROVAL TYPICAL POND DETAIL TOP OF BERM 10' EOF ELEV SIDE SLOPES 4:1 POND SODDED OVERFLOW WATER TABLE MEASUREMENTS 1 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 SB 17 882.5 894.6 PROPERTY, LINE ----- LOW FLOOR ELEVATION 1 I /' f 1) PRIOR TO ANY GRADING OPERATIONS, THE CONTRACTOR SHALL INSTALL LOW OPENING ELEVATION LOW FL=892.1 ' , I 1 ROCK CONSTRUCTION ENTRANCE (LOCATIONS TO BE DEINED - COORDINATE 1 LOW OPEN=895.3 1 I WITH OWNER) AND PERIMETER SILT FENCE AS SHOWN ON AN. ADDITIONAL --_ RECOMMENDED HOUSE TYPE LO* I SUGGESTED SILT FENCE MAY qE NECESSARY IF LOCAL CONDITIONS R IRE. - WO = WALK -OUT LO = LOOK -OUT FB = FULL BASEMENT (* INDICATES DROPPED GARAGE) FINISHED GROUND ELEVATION (GARAGE FLOOR 0.3 -FT ABOVE FINISHED GROUND ELEVATION) DROP 1 CRS 1 GARAGE LOCATION 2) CONTACT MARTY ASLESON, CITY ENVIRONMENTAL COORDINATOR, FOR 898.8 GARAPPROX. Q �n INSPECTION OF ALL EROSION CONTROL MEASURES PRIOR TO ANY GRADING. cUi� ``n VJ z W W I DRIVEWAY GRADE 3) THE CONTRACTOR SHALL PERFORM SITE GRADING ON AN AREA -BY -AREA J � C0 � U BASIS TO MINIMIZE UNSTABILIZED AREAS. AS EACH AREA IS COMPLETED, ALL AD I Q EXPOSED SOILS MUST HAVE TEMPORARY EROSION CONTROL PROTECTION OR L - - - - - 0 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 RIGHT-OF-WAY TYPICAL LOT LAYOUT DRAWN BY: DESIGN BY: A.G. A.G. CHCKD BY: PROJ. NO. C.W.P. 16-1596 ORIGINAL DATE: MAY 10, 2016 z O IZ !r U) W 0 O W CE U) F - z W O U U tY J m N Q J a_ J Q z L� WLLO (j) U) Q W W Q �a�UJ Q �J J 2 Q 0- .2 = W Q 0 W Q Lzj Q z _ - W �0QwlL �W2Z0 ~�DZQ WmZW U� Q - J W Z'z< W 2 m E NO WWjO = W W LL 0-0 _jm ma M O O co d' O Z J0 W J V PREPARED FOR: JAMIE JENSEN SITE PLANNING & ENGINEERING PLOWE ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 O 0 25 50 1 INCH = 50 FEET z g W Q �n O W W cUi� ``n VJ z W W W z < J � Q U z ' z J Q U) 0 PREPARED FOR: JAMIE JENSEN SITE PLANNING & ENGINEERING PLOWE ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 O 0 25 50 1 INCH = 50 FEET GRADING WITHIN CONSERVATION EASEMENT 1) TOP -SOIL FROM DISTURBED AREAS WITHIN CONSERVATION EASEMENT TO BE --- - STOCKPILED AND THEN RE -SPREAD IN AS CLOSE TO ORIGINAL LOCATION AS T <__, <- PRACTICAL. _<�< v \ I � I Hd DRAINAGE & UTILITY O H 2) PROTECT CONSERVATION EASEMENT AREA FROM CONSTRUCTION TRAFFIC bb ` EASEMENT UPON COMPLETION OF GRADING. ---------- b 0 0 oQ } bo�' 77 0o bo.I I !�-- bb°b 0 ' i j LOW FLOOR ELEVATION ob �`� ------ --- ---- i i i LOW OPENING ELEVATION ,896---- - --�-- RECOMMENDED HOUSE TYPE �`I I I IiI II iI i �I WO = WALK -OUT -------- 1 LO = LOOK -OUT FB = FULL BASEMENTHANDSOAH DADD H \ INDICATES DROPPED GARAGE)BLOCKI 4 B L 0 c__% _ --- ROCK CONST UCTION I I FINISHED GROUND ELEVATION ENTRANCE (DETAL EN -17) 1 I 1 I I (GARAGE FLOOR 0.3 -FT ABOVE PROPOSED I I \ I - �1 \ �� I- i I w� I5' WIDE SIDEWALK g5 PROTECT %SAVE\ TREES H E A L) U AIH i F\ L A L)I� T U I �I II ; FINISHED GROUND ELEVATION) -890--- SEDIMENT CONTROL LOGS g 0)�� �__� MINIMU OF _RMS OF SOD ------ II �'m REQIlIR D_BEHIND CURB - SED &,------------- (TYP-DET�IL GEN -18) ; '-� °� DX ' _OF M11L-RE-MAIND_E - r GHT-OF-VVAY _ - ' ------------------- ------ -- -------{TYP� --- 94-- ---- ------- 94.25---___ i �---------' / -- EOF-------- ------896---;E f i`� R.-.--- ---------- _-- --------- ---�_ - --- - --_ -896--------- _ ____ _ _94.25 ---1 -- p6 94.25 ---- ----898---------- - _ ---896 94---- H.P. 9 .P 5 H.P. 0 ------ --- ---- 02---- ---- -- ---------------------- ------------- ----------- --- -----------898-- o ----------- 2.0% ----- 2.0% 2.0% - 2.0% �o 894 A N` 894J 01 896 _ PROP ED DRAINA E U L T �J j � 892 �I 898 898 9 ---- -- - ----- -=892 - _ --- ----� 894 896 896 ' 88,888 88 g86 - 5� a I y\� 89s.s -� I , I \� 894 . s971i i0% o 2.0� - - - - - - - -I > --1-, ,9 90 897.6 �I I I I I �M I ;� II ` LOW FL 89 .4 LOW FL=890.4 ��OW =890.1 LOW FL=889.7 ` LOW FL=892.'S-- LOW FL=892.3 I ' 'i - - - _ - - - 80 /I �� )W FL -,890.2 / P m� • _ _ c O 10 -FT WIYE SODDED OVERFLOW FBI Fg g Fg �� I I / 896 m / / SEE DETAIL BELOW C- N z i ) FB ) ��� � DROP 1 CRS �� / \ i S OF ELEV 889.2 897.8 A2 GAR 897.8 zM 897.5 GAR_ 897.1 GAR o �� 898.3 GAR GAR 899.0 897.6 AN - � f o ---/ _ -- \� �� /1 �� 898� � � o > rn / AOP BERM 889.7 �D J -oD )L___1 10 10�ioD L--bD �- 896 -� `� m--- ���--J I J ' 96 4b 95.50 95.50 896 JI' 6.30 o I 96.00 6. \ I F � A �8g6 g6 A0 �� i 7+1i �� �6+00 5 85 98 �Op \ 0 ' � - - - 0.50% -� ti� PROPOSE `UPON 21 0.50% 0.50% g96 �NI 0.50% (35-00;I, 01 �N ;I 5• -` , 00' - NWL 886:0 ! 6 0 96.50------ 95.0 + ---95.00.�� \ \ \ / HWL 89.2�i��----�---A� a 96.9 w z� °�� --- -- o c o 0 6 p /o , m GAR 899.0 0 9 �G o �� F- o) I G� / �� 04 8 9� 5 7.50 Sg OLS -� 10 m D D WAY N� 899.0 GAR , �� I _<o \ � 5.3% �, I PROP S D ��_ A _���-��' 9.2 GAR �� W. 89 - �� �rn �z I 0 -� AI _ Ns i 894 D I GU RDIAN6�__1 � 89 891.1 .�' / � � - � �'���c \ g �°� / 8' I I 890.6 T 0 +� 97.00 �y \ GpR 8 / / _-------------- 26-/ * 9 OFFz W0• 8996 A\\\ �/���� � � 71 Of V _ _ 0.8 J'�J8. 8, ��� i ------- ' ,' - - '� _ GP 5 O \ - -- 8gg 9 \ g9� / / /, jam 888 \ ��/ ��'�i ���� '��/� �aM '/! 6 0 \ \ / 4aM PROVIDE 3" FIBROUS SHREDDED 899.9 GAR \ $g 5 V / �,' / ���,' WOOD CHIPS AROUND NEW 8 5 / i I 9, 7 \ ag8 \ W O \\ PLANTINGS 883-$80 / ---�2 W.O. 8g4 \ \ / �'� ��p i 4l_ - s78 \ \ \ \� / PROPOS INFILTRATION BASIN / °/ ' - 25 -FT 1LOW FL=89 - - HWL 8 .3 / MIN. WETLANDJ_ \loo, x I I I I I I I I I I I I I I I -III -III- I sETBACK =-1 \I�- / / - --- ---� ----- - \ \ !' (S� DETAIL) /� _ �1 �1 1 l \��� ' --' 89,.s \\ V moi' // Ul g0 \ V / p W0,8A % jam 7 v \ \ / Oy �ck \ cn \ a' 1MN ,05� - 1. USE LOW -IMPACT, EARTH MOVING EQUIPMENT -III- �.�.6 0��p �`� `� �- ��� i� - - - - - - \ o \----�Od�13S i a�� p (WIDE TRACK OR MARSH TRACK EQUIPMENT, __- - - - - - - y > - �� LIGHT -EQUIPMENT WITH TURF -TYPE TIRES) IN I= LOTS S 10 WILL HAVE NMLTED�gIL+W-TO INFILTRATION BASIN AREA / ACCESSORY STRUCTURES, DECKS OR ADDITIONS DUE 0 / / �� 2. NO MINING OF SANDY SOILS ALLOWED IN / 150 FOOTETBACK REQUIREMENT FROM OHWL. a� 00 _ - _ _ BASIN. RIP -RAP W� �- � � � . ,.. . _ , � , ( / / �_ -- --- PROPOSED DRAINAGE-AAND UTILITY ASEMENT - ��� 3. FINAL GRADE ONLY UPON STABILIZATION OF (SEE DETAIL STR-7) --- ----- '----------------- UPSTREAM i ! PROPOSED POND 1 _ - - ; --- - AREAS. - i 25 -FT - �� - _ - - �aM % NWL 886.0 I - I ----"-jam ------ 1v -- i 4. BASIN TO REMAIN UNLINED. HWL 889.3 MI SETBACK I '� 5. PROTECT BASIN FROM RUN-OFF DURING _ - ! _-!------- I}a - --- - _ ! 10 -FT WID€-SODDE_D_AVEIFFZOW---- _ � � ' CONSTRUCTION ACTIVITIES. EXCAVATE BASIN TO (SEE DETAIL BEL�'N) ---I--- - - i F FINAL RADE ONLY U GE AREAS.STABILIZATIONPON OF 1 f�l�la FL00DP o E9� €t€v 889.3 -� FT�____-- ----- LIMITS ---- --- TOP- BERM 890.0 -� INFILTRATION BASIN N.T.S. 41 C 46 q O�b4 �d TOP OF BERM ���� POND HWL 10' ' d� Oy 10:1 SAFETY N 10 BENCH �'• EOF ELEV --- ---- ---i C' ----- 0°00 POND NWL ti ' ; �C� _ SIDE SLOPES 4:1 4 _ 4j• PONDS MUST NOT BE EXCAVATED TO FINAL _ GRADE UNTIL CONTRIBUTING DRAINAGE AREA p -- BOTTOM HAS BEEN FULLY STABILIZED UNLESS / R CONTRACTOR PROVIDES ADDITIONAL EROSION Know what's below. Call before you dig. AND SEDIMENT CONTROL MEASURES PER CITY ENGINEER APPROVAL TYPICAL POND DETAIL I I I� I I � I 894.1 I 894.6 LOW FL=892.1 LOW OPEN=895.3 LO* DROP 1 CRS 898.8 GAR L----- -D J j STREET TYPICAL LOT LAYOUT 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 SB 17 882.5 SOD 10--I POND SODDED OVERFLOW SURFACE DRAINAGE DRAWN BY: DESIGN BY: A.G. A.G. CHCKD BY: PROJ. NO. C.W.P. 16-1596 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 BOTTOM OF BASIN I SIDE SLOPES 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 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 PLANT MATERIAL TOLERANT OF INUNDATION AND DROUGHT (NATIVE PLANS RECOMMENDED - SEE TABLE) OR USE MnDOT SEED MIX 33-261 (APPLICATION RATE=35 LBS/ACRE) EROSION CONTROL BLANKET SUITABLE FOR SEEDING (E.G. STRAW -COCONUT BLANKET) NOTE: MIX IN SALVAGED ON-SITE TOPSOIL INTO TOP 6" (MAX.) OF INFILTRATION BASIN IN-SITU SOILS NOTES: 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 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. z 0 a U) W 0 z O W CE WLLO (j) U) Q W W Q �a�UJ J < J 2 < 5- b =co W<pW QLzjQz� _ W LL W0 �W�z ��oz< WmzW� < J O�7<W Wz 2 mm0 F_ LL =aWLL a0 Dm ma M rn co O z JU W J V PREPARED FOR: JAMIE JENSEN SITE PLANNING & ENGINEERING PLOWE ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 O 0 25 50 1 INCH = 50 FEET C1.2 z g W Q 0 W co W ``�n VJ dr -1 W W W Z < J J 0 U o z ' J Q U) (°Cj PREPARED FOR: JAMIE JENSEN SITE PLANNING & ENGINEERING PLOWE ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 O 0 25 50 1 INCH = 50 FEET C1.2 M I I DooANDOAI 3o I oDiT 0`A I \ I I BLOCK 41 I SHENANDVJAH 3RD ADDiTIA 00� _---I ----------------- _\ I I 1 N I I CD soo t : 15 60 -- §00'02'"W . — — — — —----- -, = 448.97 — 50.0 I r:: I I I I \\ I I SOO'02'15"W'• L_ r. T II :_"''',. � �:... .......... .:..¢` :�., :1! ,:z:;.., '... .n....e:. ,--• �,-�.-meq �_. 's . .. .a v ... .. ... .. ... .T; . . ..... �i� ..2t-... .. ....... .. ... .'�i^.::4' •t•. ,...... .. .... .t :.:.;.�:.)f. ., .. ..... ... %,.:.�r.:. ...... .... .. I I o,� o �•Y. y !/ .y :....d. .. Z I O z4z .' 0 <O � o . 3 r o aM " 50.0 0 F_ �a" _ / 11 z o� Dm�o O ,• ge,?c z E < 1 o D o D ------- 72x. 0 0 � EXISTING WMC AREA 6M \ z CO co 114,174 S.F., C', \ x � I 1 I I I I I I I I I I 1 1 I I �`j I I I ► I I "N I� '-- 900- §00'02'15"W _ L — - -i = r 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- -'� --P R 0 P 0 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 UTIL Y EASEMENT.\\ 50.0 cx ------ --- ' \ I I I------- I --1— I I—r-- I I B L O C KI 1 3 I T T I I TO ,o oA------- 10— - r ,0 ,0 I I I I I I I O r—I � I I I 1 1 I h I I C B L 1 F-------1 I X40 1 1 I 1 1 I 110 101 zm I I I �m x �( 1 o<N \ I I J 1 00 1 1 1 10o o N 1 : \ I I W I N I O `0 1 I 11 I I WA N i �_L---------\ x as jo 1 1 I 1 1 3D I / \ / mom\ �m I I 1 1 1 1 >A I I I zm I �} I I 1 I MD I ,•, I I I / \\ \ / L J L —J L- J L -------J L I I • I I 3> SOO'02'15"Wy� 1 ------ L------ ------------- L-------- ------ I I ,o ,0 J J C J L J L J \ / _,314.73_ ::,;, •:r' e ``��J IR -1 1 �—�J L. .t n•. .... I \vr/, \\\ \ \\ T 10 10 x. eQ _ _ENID �i : %---------------- 1 J ENID TRAIL -- -_ ... .-�=N '�_--�RATC---------------------� I \\ \ �> D _-------------- 1 r-------- 1 r ------ - ----� rte\-----�--------�-=----------- // jo �� 1 1 1 1 I I f------1,0 ,0� 1 I 1 // \ <� .p / �vv v 1 I BLOCK 2 1 1 1 L I I 1y,Aom /- ��' \ \\ // o� N I 1 Oo I V z p/ D I \ \' V =10 \ \ 1mo / / OO I * / I�m Li l — " N %•-\'&RObTYD ORgN a 1 I — Jtp D10L___---J / SA fAS £yTe ------J L---- Fro Q v/ OmA r ` ` I II /\\ \\ \\ \\ 1�Z O o16 oD _ m ro`tn W �y C / ft Z zo cri 0 0 FT]/ / / O m O / / - ( / O F\ -PROPOSED DRAINAGE AND UTILITY EASEMENT-' PROPOSED WMC AR ---- ." ;K . m 7A 16� 115,902 S.F. . �— — -� . D Know what's below. Call before you dig. d, DENOTES WETLAND BOUNDARY C�.M iaM� 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 H X W 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, DRAWN BY: DESIGN BY: A.G. A.G. CHCKD BY: PROJ. NO. C.W.P. 16-1596 ORIGINAL DATE: MAY 10, 2016 Z J O Q a U) L N I- W Z � LLJ N O :2 :2~a z O oC)a_ U) U O J W U Z CE3 (h LLL LU (0Cfl Cfl Q N r- r- r- VJ W Q O z ``~nn VJ Z W Z w W LL m U U O J rr�n VJ PREPARED FOR: JAMIE JENSEN 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 GENERAL NOTES 1) THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND 0 25 50 _ LOCATION OF EXISTING UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL j z INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN - O DETERMINATION AS TO TYPE AND LOCATION OF UTILITIES AS NECESSARY TO AVOID DAMAGE TO THESE UTILITIES. HORIZONTAL J 2) CALL "811" FOR EXISTING UTILITIES LOCATIONS PRIOR TO ANY EXCAVATIONS. 1 3) ALL MATERIALS AND INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE CITY'S 2016 GENERAL SPECIFICATIONS AND STANDARD DETAIL PLATES. Know what's below. 4) THE CONTRACTOR SHALL NOTIFY CITY PUBLIC WORKS DEPARTMENT A Call before you dig. MINIMUM OF 24 HOURS PRIOR TO THE INTERRUPTION OF ANY SEWER OR WATER VERTICAL 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. o -(Cr IE Kim=yvU.oy i Inv=880.71(NW) Inv=880.64(E) v (Not field ver.) 0 REPAIR TRAIL &SOD 1 � R/W PER WM <v INSTALLATION 1 Cn z CONNECT TO EXISTING W/ TAPPING VALVE & ov SLEEVE NIM=bS jo.60 Inv=879.95(N,S) (Not field ver.) Rim=900.12 A Inv=888.12(E) DROP=881.006 (Not field ver.) �o W O A ILtY W17 - D UQ �z � 1< I�- n I Oo A ,, 0 70 0 M D Z ' Rim=900.23 (Not Field Loc. Inv=888.86(N,S M \ I • 0 A A O i I I S00'02'15"W 448.97 S00'02'15"W 314.73 HW - - I OHIW 1 REPLACE EXIST. DRIVEWAY DAMAGED,, UTILITY INSTALLATIO -COORDINATE SEW. WAT. INSTALLATIONS (Y )MALL UTILITIES \O z c>z \a 1 I -?-- _ I� W ~ ~Q v m o v 1 MIXyx 006 - v 0 1 m \ten z a-} U O �� NIM=bS jo.60 Inv=879.95(N,S) (Not field ver.) Rim=900.12 A Inv=888.12(E) DROP=881.006 (Not field ver.) �o W O A ILtY W17 - D UQ �z � 1< I�- n I Oo A ,, 0 70 0 M D Z ' Rim=900.23 (Not Field Loc. Inv=888.86(N,S M \ I • 0 A A O i I I S00'02'15"W 448.97 S00'02'15"W 314.73 HW - - I OHIW 1 REPLACE EXIST. DRIVEWAY DAMAGED,, UTILITY INSTALLATIO -COORDINATE SEW. WAT. INSTALLATIONS (Y )MALL UTILITIES \O z c>z \a 1 I -?-- 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. 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. 5) MAINTAIN MINIMUM 7.5 -FT COVER TO TOP OF ALL WATER MAIN PIPE. 6) PLACE HYDRANTS 4 -FT OFF BACK OF CURB. 7) WATERMAIN, INCLUDING VALVES, FITTINGS, HYDRANTS AND APPURTENANCES, TO BE WRAPPED IN POLYETHYLENE FILM. 8) ALL FITTINGS SHALL BE DUCTILE IRON CLASS 350 COMPACT FUSION -BONDED EPDXY. I I �� xm mx 14 LOW FL=890.9 I L_----�--J 0 2= � 13 I I-- 12 -_T I j LOW FL=892.3 1 LOW FL=892.3 1 LOW OPEN=895.5 I LOW OPEN=895.5 I I I 1 I I I I I I to 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. 4) SANITARY SEWER SERVICES SHALL INCLUDE TRACER WIRE. 5) SANITARY SEWER PIPES TO BE JOINED TO THE SANITARY MANHOLES WITH APPROVED RESILIENT RUBBER JOINTS TO MAKE THEM GAS TIGHT OR WATER TIGHT. CONNECTIONS TO EXISTING SANITARY MANHOLES SHALL BE CORE DRILLED. DRAWN BY: DESIGN BY: NOTE: SEE SHEET C2.2 A.G. A.G. FOR LOT SERVICE INFORMATION CHCKD BY: PROJ. NO. C.W.P. 16-1596 ORIGINAL DATE: MAY 10, 2016 I I c I D X D�m =m I I I I 1 I I _ _ T I r 11 I I 10 I LOW FL=892.3 1 LOW FL=892.3 LOW OPEN=895.5 I LOW OPEN=895.5 I I I I I I I LOCK 3 9 I II -T--T- - II 8 4 I I LOW FL=890.5 II 1 7 I I I I LOW FL=89 LOW FL=890.1 i 1 I 6 i I LOW FL=890.2 I I I I I I I I I I LOW FL=889.7 I 1 1 1 I I LOW FL=889.8 I I I I I I I I II I I I N MH 8 GATE I I I I 5 I VALVE I I J L-- IIN 1 U )0 -1 �\\` J 1- -T-1 L __J 1 1- W W x - ENID TRAIL 5 � G,2 - - - - 1 - - - 7X MH -I U-- �----- ----1 - ---I --- +� 3 8» I TEE 6., X D11� I 1 I I I i 8 X 6" 1 4E HYD. 1 lam ALVE (TYP) I I MH 6" IP HYD. & IV LVE (TYP) I 1 I- - - - - LOW FL=891.6 i 1 LOW FL=891.5 1 1 LOW FL=891.5 1 1 LOW FL=891.6 i LOW FL=891.8 1 o\ I I 1 1 I I LOW FL=891.8 I I O UTLOT 6 20 1 I 19 I I 18--1 7 1 16 1 o {a�,/ C I LOW FL=891.8 _ 1 5 I I LOW FL=891.5 � I 1 I _ 'aM }aM L\O K 14 13 ENID TRAIL -� _ _- U) �W IU) i I ,� X 6" TEE 1 " DIP 1 YD. & VALVE (TYFI) LOW FL=891.6 I I LOW FL=891.8 11 12 1 1 I _J I t L---- Z J O Q a i- Um W N o� Z Q O 0- T) J W Z D � rn WLL0 (j) U) QW W Q �E-_j J Q J 2 Q �cr a -) 0 vj W Q 0 W Q Q I _ W �LL 0QW0 �W�z ~ D Z Q Wmzw� 0 Q Q J ZQ W W Z 2 0 mir0 F - W W � =W WLwL a0 D� wa M O O co O z J0 W J V V '/ W ~ ~Q OW m 1 .rA. MIXyx 006 r n .. q_ J m \ten z a-} U O �� Dz Oz � Q� �- z'czi MG -) U) 8" X 6" TEE U) Z 6» DIP HYD. & VALVE ,a �' ON r o PROPERTY LINE' \ ox\ w � m•Z c>\ =m mx o' MH I -1 ------tea 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. 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. 5) MAINTAIN MINIMUM 7.5 -FT COVER TO TOP OF ALL WATER MAIN PIPE. 6) PLACE HYDRANTS 4 -FT OFF BACK OF CURB. 7) WATERMAIN, INCLUDING VALVES, FITTINGS, HYDRANTS AND APPURTENANCES, TO BE WRAPPED IN POLYETHYLENE FILM. 8) ALL FITTINGS SHALL BE DUCTILE IRON CLASS 350 COMPACT FUSION -BONDED EPDXY. I I �� xm mx 14 LOW FL=890.9 I L_----�--J 0 2= � 13 I I-- 12 -_T I j LOW FL=892.3 1 LOW FL=892.3 1 LOW OPEN=895.5 I LOW OPEN=895.5 I I I 1 I I I I I I to 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. 4) SANITARY SEWER SERVICES SHALL INCLUDE TRACER WIRE. 5) SANITARY SEWER PIPES TO BE JOINED TO THE SANITARY MANHOLES WITH APPROVED RESILIENT RUBBER JOINTS TO MAKE THEM GAS TIGHT OR WATER TIGHT. CONNECTIONS TO EXISTING SANITARY MANHOLES SHALL BE CORE DRILLED. DRAWN BY: DESIGN BY: NOTE: SEE SHEET C2.2 A.G. A.G. FOR LOT SERVICE INFORMATION CHCKD BY: PROJ. NO. C.W.P. 16-1596 ORIGINAL DATE: MAY 10, 2016 I I c I D X D�m =m I I I I 1 I I _ _ T I r 11 I I 10 I LOW FL=892.3 1 LOW FL=892.3 LOW OPEN=895.5 I LOW OPEN=895.5 I I I I I I I LOCK 3 9 I II -T--T- - II 8 4 I I LOW FL=890.5 II 1 7 I I I I LOW FL=89 LOW FL=890.1 i 1 I 6 i I LOW FL=890.2 I I I I I I I I I I LOW FL=889.7 I 1 1 1 I I LOW FL=889.8 I I I I I I I I II I I I N MH 8 GATE I I I I 5 I VALVE I I J L-- IIN 1 U )0 -1 �\\` J 1- -T-1 L __J 1 1- W W x - ENID TRAIL 5 � G,2 - - - - 1 - - - 7X MH -I U-- �----- ----1 - ---I --- +� 3 8» I TEE 6., X D11� I 1 I I I i 8 X 6" 1 4E HYD. 1 lam ALVE (TYP) I I MH 6" IP HYD. & IV LVE (TYP) I 1 I- - - - - LOW FL=891.6 i 1 LOW FL=891.5 1 1 LOW FL=891.5 1 1 LOW FL=891.6 i LOW FL=891.8 1 o\ I I 1 1 I I LOW FL=891.8 I I O UTLOT 6 20 1 I 19 I I 18--1 7 1 16 1 o {a�,/ C I LOW FL=891.8 _ 1 5 I I LOW FL=891.5 � I 1 I _ 'aM }aM L\O K 14 13 ENID TRAIL -� _ _- U) �W IU) i I ,� X 6" TEE 1 " DIP 1 YD. & VALVE (TYFI) LOW FL=891.6 I I LOW FL=891.8 11 12 1 1 I _J I t L---- Z J O Q a i- Um W N o� Z Q O 0- T) J W Z D � rn WLL0 (j) U) QW W Q �E-_j J Q J 2 Q �cr a -) 0 vj W Q 0 W Q Q I _ W �LL 0QW0 �W�z ~ D Z Q Wmzw� 0 Q Q J ZQ W W Z 2 0 mir0 F - W W � =W WLwL a0 D� wa M O O co O z J0 W J V V W ~ ~Q OW J Q W z 006 06W W q_ J Y z a-} U O r �I z Q� �- J z U) U) PREPARED FOR: JAMIE JENSEN SITE PLANNING & ENGINEERING PLOWE ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 C2.1 GENERAL NOTES _ 1) THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND 0 25 50LOCATION OF EXISTING UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL z INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN _ O DETERMINATION AS TO TYPE AND LOCATION OF UTILITIES AS NECESSARY TO HORIZONTAL AVOID DAMAGE TO THESE UTILITIES. n 2) CALL "811" FOR EXISTING UTILITIES LOCATIONS PRIOR TO ANY EXCAVATIONS. 1 3) ALL MATERIALS AND INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE Q CITY'S 2016 GENERAL SPECIFICATIONS AND STANDARD DETAIL PLATES. Know what's below. 4) THE CONTRACTOR SHALL NOTIFY CITY PUBLIC WORKS DEPARTMENT A Call before you dig. MINIMUM OF 24 HOURS PRIOR TO THE INTERRUPTION OF ANY SEWER OR WATER VERTICAL 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. OW FL=890.4 W U) 391.6 BLOCK J 3 I 6) NOTIFY CITY A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. SEE SHEET C2.3 111 II 1 711 1 ENID TRAIL 15LV1.Ik LOW FL=892.: LOW OPEN=89. q- 8" GATE VALVE I (T� 8" X 8" TEE L 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. 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. 5) MAINTAIN MINIMUM 7.5 -FT COVER TO TOP OF ALL WATER MAIN PIPE. 6) PLACE HYDRANTS 4 -FT OFF BACK OF CURB. 7) WATERMAIN, INCLUDING VALVES, FITTINGS, HYDRANTS AND APPURTENANCES, TO BE WRAPPED IN POLYETHYLENE FILM. 8) ALL FITTINGS SHALL BE DUCTILE IRON CLASS 350 COMPACT FUSION -BONDED EPDXY. SANITARY SEWER NOTES 1 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. 4) SANITARY SEWER SERVICES SHALL INCLUDE TRACER WIRE. 5) SANITARY SEWER PIPES TO BE JOINED TO THE SANITARY MANHOLES WITH APPROVED RESILIENT RUBBER JOINTS TO MAKE THEM GAS TIGHT OR WATER TIGHT. CONNECTIONS TO EXISTING SANITARY MANHOLES SHALL BE CORE DRILLED. 6+0 � � N -� U W 8" X 8" TEE W U) LOT SERVICE INFORMATION 880 910 905 900 895 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_ CE 0 U) W 0 z O LU Ir J Q m V) Q J a_ J Q z W o rn co Q0 0) co 0 z JU W -1 Y 0 N r- 0 6 0 w a p Cn WATER SANITARY LOT BLOCK CURB STOP ELEV WYE STA (FROM D.S. M.H.) SERVICE PIPE SLOPE M RISER AT WYE INV @ END OF SVC W J Q W Z O� Ir rr IY LL - C 1 3 895.9 222 1.0 O 887.6 2 3 896.3 144 2.0 z 887.6 3 3 896.6 82 2.0 887.4 4 3 896.4 188 2.0 887.1 5 3 896.1 104 2.0 886.7 6 3 895.6 12 2.0 886.2 7 3 895.6 108 2.0 885.9 8 3 896.1 23 2.0 885.6 9 3 896.6 133 2.0 885.5 10 3 896.6 35 2.0 2 885.0 11 3 896.1 306 2.0 2 884.4 12 3 896.0 250 2.0 3 884.2 13 3 896.4 170 2.0 3 883.9 14 3 897.1 72 2.0 4 883.4 1 1 895.8 81 1.0 888.3 2 1 896.4 172 1.0 888.6 0.0 1 2 897.8 0 1.0 888.4 2 2 898.0 180 1.0 889.2 3 2 897.8 176 1.0 889.2 4 2 897.8 160 1.0 889.2 5 2 897.7 92 1.0 889.0 6 2 897.7 98 1.0 888.7 7 1 2 898.0 95 1.0 888.8 8 2 898.0 84 1.0 888.8 9 2 896.0 176 2.0 887.6 10 2 896.7 40 2.0 887.1 11 2 896.2 151 2.0 886.6 12 2 895.8 69 2.0 886.4 13 2 895.4 157 2.0 886.1 14 2 895.5 114 2.0 886.0 15 2 896.0 32 2.0 885.6 16 2 896.6 125 2.0 2 885.1 17 2 896.4 19 2.0 2 884.7 18 2 895.9 288 2.0 3 884.3 19 2 896.0 236 2.0 3 884.0 20 2 896.4 156 2.0 3 883.7 880 910 905 900 895 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_ CE 0 U) W 0 z O LU Ir J Q m V) Q J a_ J Q z W o rn co Q0 0) co 0 z JU W -1 Y 0 N r- 0 6 0 w a p Cn P LOW E z `W 6776 LAKE DRIVE 1 QW SUITE 110 LINO LAKES, VIN 55014 W J Q W Z O� Ir rr IY LL - C a- W Q W Y QJ ZW Q J U O z _ Q J z U7 � PREPARED FOR: JAMIE JENSEN SITE PLANNING & ENGINEERING 890 P LOW E ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, VIN 55014 885 PHONE: (651) 361-8210 FAX: (651) 361-8701 880 i i i 675 815 C2.2 4+00 3+00 2+00 1+00 0+00 DRAWN BY: DESIGN BY: �J NOTE: SEE SHEET C2.2 A.G. A.G. CHCKD BY: PROJ. NO. NORTH[� \\ \\\\ ''//' ' A'A \ ` ��� FOR LOT SERVICE INFORMATION vv vv w// j j// �L �`�L v \ \ \ \ / // //// / / 9i Gs �F` \ "et C'p C.W.P. 16-1596 ORIGINAL DATE: MAY 10, 2016 0 25 50 \ / � �j��LF J � HORIZONTAL �n / S• � \ -- n / dpi // Know what's below. i TFOG`\ 0,p S� \ \ GENERAL NOTES WATER MAIN NOTES Call before you dig. VERTICAL A / S' �i� �s19 � / /` 1 THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF EXISTING UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL 1) EXISTING WATER MAIN LOCATION AND SIZE SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO \ INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN ANY INSTALLATIONS. -*o> 'AO \ \ �� DETERMINATION AS TO TYPE AND LOCATION OF UTILITIES AS NECESSARY TO 2) PROVIDE PIPE INSULATION WHERE SEWER (SANITARY OR STORM) CROSSES /- \ ` I \ L / ��F�O \ / \ ` AVOID DAMAGE TO THESE UTILITIES. 2) CALL "811" FOR EXISTING UTILITIES LOCATIONS PRIOR TO ANY EXCAVATIONS. WITHIN 18" OF WATER MAIN. A \ INSTALL SAN O r / s ,� I 3) PROPOSED WATER MAIN SHALL BE DIP CLASS 52. PROPOSED WATER \ \SEW SVC 0 1.0% ����L \•(THIS LOT) // Q \ / �� �� % � 3) ALL MATERIALS AND INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE SERVICE PIPE SHALL BE 1" COPPER TYPE K. INSTALL SAN \ SEW SVC ® 1.0% \� �, / ^ OO � \ CITY'S 2016 GENERAL SPECIFICATIONS AND STANDARD DETAIL PLATES. 4) TRACER WIRE WILL BE LAID WITH ALL PVC WATER MAINS, VALVE BOXES, I (THIS LOT v �,_ INSTALL SAN �p / / / \ > / 4) THE CONTRACTOR SHALL NOTIFY CITY PUBLIC WORKS DEPARTMENT A AND HYDRANTS. SEW SVC ®1.0% / / \ MINIMUM OF 24 HOURS PRIOR TO THE INTERRUPTION OF ANY SEWER OR WATER \ (THIS LOT) / / \ \ SERVICES TO EXISTING HOMES OR BUSINESSES. 5) MAINTAIN MINIMUM 7.5-FT COVER TO TOP OF ALL WATER MAIN PIPE. \ \ \ .` \ 8"- BANDS (x2), \ \ - \ / / e \ \ 5) STORAGE OF MATERIALS OR EQUIPMENT SHALL NOT BE ALLOWED ON PUBLIC 6) PLACE HYDRANTS 4-FT OFF BACK OF CURB. I \ \ L / _ / / / O 1 STREETS OR WITHIN PUBLIC RIGHT-OF-WAY. 7) WATERMAIN, INCLUDING VALVES, FITTINGS, HYDRANTS AND APPURTENANCES, z 8" X �r' TEE \ 4 ` 6) NOTIFY CITY A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. TO BE WRAPPED IN POLYETHYLENE FILM. O Q I I 6" DIP ` �\ HYD. &/ALVE (TYP) > 1 8) ALL FITTINGS SHALL BE DUCTILE IRON CLASS 350 COMPACT F- a � � _ 1 - - � � � �pj � � � �` "� � FUSION-BONDED EPDXY. � m 0 INSTALL SAN 6 SEW SVC ® 0 INSTALL SAN � \ S\\EW SVC ® 1.0% \ W cn I I 1 cn 0 rn 00 (THIS LOT) (THIS LOT) \ O 1 °1 Z I - \ \ SANITARY SEWER NOTES o_ 0- \ I I SHED n 1 n 1 L� � � O MHI 0 Jo 0 �• _ ' A C 5 \ \ 1) EXISTING SANITARY SEWER LOCATION, SIZE, AND ELEVATION SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY 6 j W J Q Z_ — 1 � ��_i �+ / - \ DISCREPANCIES PRIOR TO ANY INSTALLATIONS. I I_ --- — — \ \INST LL SAN 3 SC ® 1.0% pj �' \ \ 2) PROPOSED SANITARY SEWER MAIN SHALL BE PVC SDR 35 AND SDR 26. W „ 0 1 M LO o - (\THIS LOT) \ 7 3) PROPOSED SANITARY SEWER SERVICES SHALL BE 4" PVC SCHEDULE 40. Q I, I 8 GATE VALVE I ! N � INSTALL AI 2 \ - o °i11 SEW SVC q 1.0% co\ / 4) SANITARY SEWER SERVICES SHALL INCLUDE TRACER WIRE. D I C) REMOVE &SALVAGE I EXISTING HYD, 6"�� G.V. m n I 11 1 w (THIS LOT) LL o 0 1 - (p, Q \ - CQ, \ \ ` Qs \ �� L / / \ 5) SANITARY SEWER PIPES TO BE JOINED TO THE SANITARY MANHOLES WITH APPROVED RESILIENT RUBBER JOINTS TO MAKE THEM GAS TIGHT OR WATER TIGHT. CONNECTIONS TO EXISTING SANITARY MANHOLES SHALL BE CORE AND 6 DIP _j O � �� V / DRILLED. w W Qv n --------- EX GAR. I \ 8" 45' BEND / O co co --------------- CONNECT TO EXISTING I _ tS. \ \ 1 CONCRETE 8" WATERMAIN DRI` 1 8" X 8" TEE 1 INSTALL SAN p Z v �� SEW SVC ® 1.0% i Q w W a co — v -� 7� (NOT FIELD—VER )—� - 8" GATE VALVE - - (%�DU�RT.� _ (\� O I o \ (THIS LOT) 1 0 z 0_j W J -J I- I- o ��cc O O RMA1N d / % GR. Tick RIVEWAY �� 8 X 8 TEE �� �� - -- \� / / / I CO jr wW = W Q J U J -3+00 - t p I I I I��I_I I I , �� I ��2�_ V - n- _- -�- - - - SIOUX NE - -- - N 1 �oawo z _�Wxzw75 SAN 00 � SFWSSVCL0 1 0% 7 O O Q v= — O :.,.. 1111. TESHORER� ., F a. ' i S L MH (THIS OT) o I I I w z W O O z J w o 0 Q N T �, - - ------- -- . � 1 w = z o D rn � � zin CO o -- EX 1" SVC ,EX. (NOT FIELD VER. SHED MH I Q I\ i \ � \ 9 v I � Q O O F O_ � O = I �v I wnu_ w r0noll `,,' 8 I I \ I \ / I I > =w W �W� w a I 00 00 I r I Q / �\ �\ _ I � INSTALL SAN 1 -o 0-° o Q cn � � � N � o �CL0Z 0D °1° — z I SEW SVC ® 1.0% \ CLEAN-0 a I I --w"" FIELD VER. LOC. OF 1 i W I I I (THIS LOT) \ P w EXISTING WATER SVC AND V V I I \ I \ I EXTEND AS SHOWN (PERMISSION FROM PROP, �• I i \ J 1 (n Z OWNER _REQURE — O L= J ���� I - W Q I I -- SHE /� = I I°� I I / / ��/// I y 1 (1W FI —R49 .5 I O W SEE SHEET C2.2 W J a SIOUX LANE ENID TRAIL � z W - o� omm ................................................................................................................................................................................... ............... �_ ( 0W ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... 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N � Z .............. ............. ............. - - .............. z ....................................................................................................................................... 900 �zzz V)E22 Z T EXIST. C-L GRADE ............... ............... ............... ............... ............... ............... ........./..... \ ............................... .............. FINISHED C-L GRADE ............. ............... ............. ............. ............. ........... ............. ............. ............. ............. ............. ............. ............. ............. ............. J....... 1111........... ............... ............... .... 11..11.... .................................................................. ........... ............... ............... . ................. 895 ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. 1111... ............. ._..._ 1111. ............. ............. -.-- �___ .. 1111... ........... ......... .. ... ............. 1111 1111.. — .�... .�--..— .— .— .,........ ........... ............. ............. ............. �_�. ........ ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. 895 _ _ -- ��-...... ............................., ... �..... .............. _ _ _ z ... �..- .-- - .- .- .. -_ SITE PLANNING " ......... ............... ............... . .............. .. . & ENGINEERING 890 ................................................................................................ 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P�✓C 'SDfR..35...... .. ............. ............. ............. ............. ............. ............. ENGINEERING, INC. 6776 LAKE DRIVE ............... ............... ............... ............... ............... ............... ............... ............... . ............. ............... ... .... ............... ............... ............... ............... .1111. ............. ......... ....... .......... ............. ............. ............. ............. ............. ............. ............. ............. ............. SUITE 110 8" DI W.M. LINO LAKES, MN 55014 ............... ...............--------_EXIST --------------------- 885 .............. ............... ............... ............... ............... ............... ..........1111. ................ 1111. .................................................................................................. .. ............ ..... ..1..11..1.... ............. ............. ............. .. 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EXTRA � DEPTH � W� M ............. ............. ............. ............. ............. ............. ............... ............... ............... ............... ............... .. .. ... ..... ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ......... ........... ........... ............. ............. ............. ............. ............. ............. .............. ............... ..�.... .(FOR SAN MAIN ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... .......11..11.. ............... ............... CRO ING W ...... ..........S.S.. ....,M........ ............... . 880 ............... ............... ............... ............... ............... ............... ............... ............... ............... .......... EXTRA . DEPTH ..W.M............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ..1..11..1..... ............... ............... ............... ............... ............... ............... ............... ............... 880 (FOR SAN. MAIN ............... ............... ............... ............. ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... CROSSING. W.M..)................ ............... ............... ............... ............... ............... ............... ..... ............... ............... ............... ............... ............... ............... .. ............... ............... ............... ............... ............... . ............... ............... ............... ............... ............... ............... 815 ............... ............... ............... ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... 815 ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... c2m3 -3+00 -2+00 _1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 GENERAL NOTES 1) THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND 0 25 50_ 7 LOCATION OF EXISTING UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL j L INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN - O DETERMINATION AS TO TYPE AND LOCATION OF UTILITIES AS NECESSARY TO HORIZONTAL AVOID DAMAGE TO THESE UTILITIES. J 2) CALL "811" FOR EXISTING UTILITIES LOCATIONS PRIOR TO ANY EXCAVATIONS. 1 3) ALL MATERIALS AND INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE CITY'S 2016 GENERAL SPECIFICATIONS AND STANDARD DETAIL PLATES. Know what's below. 4) THE CONTRACTOR SHALL NOTIFY CITY PUBLIC WORKS DEPARTMENT A Call before you dig. MINIMUM OF 24 HOURS PRIOR TO THE INTERRUPTION OF ANY SEWER OR WATER VERTICAL 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. 910 905 900 895 890 885 880 815 I I I S00°02'15"W I 448.97 1 1 L CURB a 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. 6) CURB ENDS SHALL TERMINATE IN A THREE-FOOT BEAVER TAIL. >X > Nm D I I I xmz� Nm I I ENID TRAIL 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) STORM SEWER PIPE 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 CATCH BASIN MANHOLES W/ APPROVED RESILIENT RUBBER JOINTS TO MAKE THEM GAS TIGHT OR WATERTIGHT. CEMENT MORTAR JOINTS ARE PERMITTED ONLY FOR REPAIRS AND CONNECTIONS OF EXISTING LINES CONSTRUCTED WITH SUCH JOINTS. ALL JOINTS TO BE WRAPPED WITH GEOTEXTILE FABRIC (DETAIL STR-11). 5) TRASH GUARDS REQUIRED ON ALL APRONS 18" AND LARGER (LINO DETAIL STR-8). 6) SHEET PILING REQUIRED FOR ALL APRONS 24" AND LARGER (LINO DETAIL STR-9). 7) S LLOW STORM SEWER REQU�IRES PERFORATED DRAIN�jILE AT LOW POINTS (LINO ETAIL STR-10; ALSO SEE LINO DETAIL STR-2) - P ELIC STORM SEWER ONLY. k I 0.52%------_j L- 96.63 96.42 0.52% G.L. G.L. CENTER 0. 2% cq p s \ 9/. 0 ICENTER 2� 96.4 2k .00 K. G.L. / - H. P. 0.58% 96.58 / G.L. 0.58% CUL-DE-SAC DETAIL SCALE = 1 " = 50' SEE SHEET C2.5 cnF oX inn ............... ............... ............... 10 O ... 00 ...... ....... F` 00 00 A ... ....... E}7 O ..... ....... 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CBMH 104 ............... ............... ........ ...... ............... ........... ................. ........ ... ............... ............... ...........INV 890.-65 ...... ............... ............... ............... ............... ............... ............... ............... ............... ........ ....,....,........... .................... 121 -15 RCP ........ 30'-15" RCP .. ........ ............... RIM 895.03 ............... ............... .. ............ .............. .. ...... RIM 894.53 ............. ............. ..... .. ........................... .................... ............. ... 150 --'1'5' RCP .. ............. ............. .............. ............... ............... ............... ............. ............. ............. .............0..0:27 % ..... .... .. .. .. 0 1.00% .INV' 889:57 ........ .............. ............. ............. ....... .... ............. .. .INV889.77 .. ............. ............. .. ............ » ............. ........ ......... 0 0 2 7% ............. ............. .............. ............... ............... ............... ............... ............... ............... ............................... ...................................... ............... ............... ................ .............. ...............:............. ....... ............... .............. .... .......I.... ............. .......... - 117 18 % RCP ............. ............. . 890 890 890 F ES 11 J5 .. .:............... ............... 890 FES ill ..IN.V. 88.6.00 ..... .. RIM INV 891.20 887.20- 1.63% 890. ...............°0 INV 890.20 97'-18" RCP ............... ............... ............... ............... ............... 161 15 RCP 3 -15 CP ........... ............. ............. ....... ....... ® 1.24% ............. ............. ............. ............. ............. ............. ............. .............. 6+00 5+00 4+00 3+00 2+00 1+00 0+00 12+50 12+00 11+00 10+00 9+00 8+00 7+00 910 DRAWN BY: DESIGN BY: A.G. A.G. CHCKD BY: PROJ. NO. C.W.P. 16-1596 ORIGINAL DATE: MAY 10, 2016 z O IL !r U U) w O z 0 W !r W J D0 V) a J IL J Q z LL. WLLO (j) U) Q W W Q �acUJ Q )_J J 2 Q a2Z)~O =Wa0W Q z Q � �cr W LL 0<W0 �W2ZW ZQ Wmzw� aJ �z<W m¢O0E- WWjo =aW� ap Dcr C0 M 0) co O z JU W J V 0 N r, 0 0i 0 u.i Q O W O W QL Lnn W W Ir J W v, z ° 06 W 885 oc 0- W FAX: (651) 361-8701 06�: - q J W Q J W J U tr J o U) VJrr�n 905 PREPARED FOR: JAMIE JENSEN 900 895 SITE PLANNING & ENGINEERING 890 PLOWE ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 885 PHONE: 651 361-8210 FAX: (651) 361-8701 880 815 C2.4 0 25 50 HORIZONTAL Know what's below. Call before you dig. I I I I L I I I I > I SISO IN a Q ml'0 W rr W J W nl11 0011 _IE > o ----- ENID TRAIL oc 0-w 15"R P NORTH VERTICAL EX. SHED N EXIST. GRAVEL DRIVEWAY TO z BE REMOVED - PROVIDE NEW > DRIVEWAY OFF SIOUX LANE (COORDINATE WITH 6640 I UIQ � w _111010 a HOKAH DR PROPERTY OWNER) Poe wJ�-- `p E X. 3-- --- / - - i GAR. i ST 09 `t 61, i VEV, �O < ; m = TEMPORARYR SHELTER LLi 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) ALL MATERIALS AND INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE CITY'S 2016 GENERAL SPECIFICATIONS AND STANDARD 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 a 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. 6) CURB ENDS SHALL TERMINATE IN A THREE-FOOT BEAVER TAIL. A ST Q 1 02 / O y�FT �� (TYP) \\ ��/ O \ I 4 � I A I i I - 2 ST A I 1 203 1 w \ 5 �c L R=1 o \ \ I co \ \ i O I � I I \\ 6 / i A 1 R=20' I� 116 \\ L -- (Tm — J I \ I + \ o \ 1 \ �7 —t -+b0 +00- - -------------- W 41 I 1 1 R=52' � 7 I . a 1 J PED. CURB for[ I \ I I CONCRETE 05 1 RAMPS (x2) 1 ~ I SIDEWALK 1 I I SURMOUNTABLE I Z I STS I C&G B L10 C K 3 o tW 1 115 1 1 8 Y I I SEE SHEET C2.4 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) STORM SEWER PIPE 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 CATCH BASIN MANHOLES W/ APPROVED RESILIENT RUBBER JOINTS TO MAKE THEM GAS TIGHT OR WATERTIGHT. CEMENT MORTAR JOINTS ARE PERMITTED ONLY FOR REPAIRS AND CONNECTIONS OF EXISTING LINES CONSTRUCTED WITH SUCH JOINTS. ALL JOINTS TO BE WRAPPED WITH GEOTEXTILE FABRIC (DETAIL STR-11). 5) TRASH GUARDS REQUIRED ON ALL APRONS 18" AND LARGER (LINO DETAIL STR-8). 6) SHEET PILING REQUIRED FOR ALL APRONS 24" AND LARGER (LINO DETAIL STR-9). 7) SHALLOW STORM SEWER REQUIRES PERFORATED DRAIN TILE AT LOW POINTS (LINO DETAIL STR-10; ALSO SEE LINO DETAIL STR-2) - PUBLIC STORM SEWER ONLY. 10 -FT WIDE BITUMINOUS ACCESS (DETAIL GEN -7) ACCESS TRAIL \c X 1 Fcn 0� IZ Z i OVERHANG — r'896 T4=_�` `897.07-T.C. 897.31 C -L TRAIL - C -L -TD C -L � AIL ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. ,I�,I� ..............�eso 910 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. Fr U) W 0 O W CE J H m V) a J a_ J Q z wLL0 (j) U) Q W W Q �acUJ J Q J I- Q aZ)~cr 0 co W Q 0 W Q z Q � _W cr � �LL 0<W0 2WZ H- ZQ WmzW� <JW 0 ,<W } W z = mjr0 1- WW>o = W fr W LL 0-0 DIr cl)a M rn co O z JU W J V 0 N r- 0 0; 0 W Q 0 W O w Q w W rr W J W SIOUX LANE z ENID TRAIL oc 0-w 06 — q J Y zW a- 2 UO tr O m r� (0 00 q) '............. �. r- O �. N.� r7 V) r7 r 00 •— O n O �— � N � O ao co O O N ao O r7 (0 r7 � co DO 00 N 00 n 00 O r7 M tf) ,. .. ,. ,. ,.p . d d m ori . ,.. . If) ori ,.� U ori . ,.p . ori ,. ,. ,.n7 . ... ,.� . ,. .....� . ,. I� cD (ri 00 rn O 0 � � ,.op . � ,. .n7 . ori .00 . .r7 . r7 ori cfl " .00 . cfl .n7 . r 't .p . � co (0 .p) . 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I.........LOW �POINT� ELEV_ 894.00. . .. . . .. .. .. .. .... . ... .... .... ...I . . .. . . .. . . . . . .. . ...... ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. .............. LOW POINT STA = 0+29.12 ............... ............... ............................................................... ............... ................ PVI - STA _ 0+1.5.......... .......... ............. ............. ............. ............. ............. ............... ............... ............... ............................................................... ............... .............. PVI ELEV _ 893:85 ........ ............. ............. ............. ............. ............... .o....... ............. ............. ............. ............. ............. ............. ............. ............ ............. ............. ............. ............. ............. ............. ............... ............... ............... HIGH POINT ELEV = 895.67 ............................................................... ............... ................... . =..... ............ A.D. 3.52 ............... ............... ............... ............... ................ °'. o. .. ........ ............... ............... ............... .............. 905 HUGH _ _ POINT STA 0+72.32 0 VC ................K..=..14:2.0.............. .... .......... ............... ............... ............... ................ ri ,n .I,........ .............. ®..... PVI STA = -0+55 1 50.0' VC o o +. o °" 0o 0 `00 U - PVI ELEV - 895.78 0 no c0 0 o o II . � ... ori i . A.D. 3.26 + 0 00 - K - 15.36 o ao a � u 1 9 + II II w > 900 ........ ..cii... w..... .... I.. ........ O . .o .............. 00 ............. ..... ............. ............. ............. ................. ......... > ............. ............. ........ J ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. .............. ............... ............... ............... ............... ............... ............... m m . � .. �C, iii ............... ....... . N . w ...... EXIST. C -L GRADE ............. ...a. -........ ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. .............. w m m \ �. - FINISHED C -L GRADE.. ............... ............... ............... ............... ............... ............... .......... . .. ......... w ............ . a .......... °- ............... ................................................... ........... ............... ...............CL.............. ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............ ............. ............. ............. ............. .... ....... ,.. ..�. .. ........ ............. ....... 1.01% ....... ............. 1.1490 - — .� .- .T - .— ...... �. ........ 895 L50% ........... . . -- i......... �2.7s ..... _ ..........- �._ _ ._ _ -- . .... ......... ........................... ............. ............. l, ..... ... 0: - 57% ......� _� ............. ............. ............. ............. ............. ............. ............. ............. ............. .............. --�---- _ J o -- ---- - ............... ............... ............... ............... ............... ............... ...............�. . . ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. ............. .............. 890 ....................................................................... 'STORM' ...... ............... ............... ...............(� .STORM ..... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... 11 V X ............... -ANG ............... ............... ............... ............... ............... ............... ............... - ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... 885 ............... ................................................................................................................................................................................................................................................................................. ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............................................................................................................................................................................ ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. ,I�,I� ..............�eso 910 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. Fr U) W 0 O W CE J H m V) a J a_ J Q z wLL0 (j) U) Q W W Q �acUJ J Q J I- Q aZ)~cr 0 co W Q 0 W Q z Q � _W cr � �LL 0<W0 2WZ H- ZQ WmzW� <JW 0 ,<W } W z = mjr0 1- WW>o = W fr W LL 0-0 DIr cl)a M rn co O z JU W J V 0 N r- 0 0; 0 W Q 0 W O w Q w W rr W J W VJ z 06 ° oc 0-w 06 — q J Y zW a- 2 UO tr O z J U) U) 9051 PREPARED FOR: JAMIE JENSEN 900 895 890 885 880 815 SITE PLANNING & ENGINEERING PLOWE ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 C2.5 Know what's below. Call before you dig. 0 25 50 HORIZONTAL 0 �\ o VERTICAL 1/2" STL. PLATE DETAIL "A—A" SEE DETAIL "A—A" 1 /4"x1 " FLAT STL. ti A HINGE ASSEMBLY AIMI 11 11 0 11/ MINIMUM OF 2 HINGES 1 11 A IV REQUIRED (4) 1/2"0-13 UNC HEX• HEAD STAINLESS STL. BOLTS WITH NUTS AND WASHERS 5/8" 0 SMOOTH RND. 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 N.T.S. GALVANIZED GRATE ELEV=889.20 4" DIA. ORIFICE INV 886.00 POND NWL=886.00 r.: 0 SEE PLAN/PROFILE FOR LENGTH /SLOPE INV 883.00 —/ POND 2 OUTLET STRUCTURE N.T.S. ELEV= 890.20 TOP WALL=888.75 fl SEE PLAN/PROFILE FOR LENGTH/SLOPE INV 886.00 OUTLOT A 201 -----------\\ \�A� �� \ \ \\ \ �` \\\ / / // // / OCs \ \ PROPOSED POND 2 D NWL 886.0 Z H WL 889.2 2 O/RICE LAKE M. GALVANIZED GRATE ELEV=889.30 24" WIDE x 15" HIGH ORIFICE.. INV 887.25 4" DIA. ORIFICE INV 886.00 POND NWL=886.00 SEE PLAN/PROFILE FOR LENGTH /SLOPE INV 882.00 —/ POND 1 OUTLET STRUCTURE N.T.S. ELEV= 890.30 TOP WALL=888.50 fl SEE PLAN/PROFILE FOR LENGTH/SLOPE INV 886.00 I I NI I I I I 10 I I � I I 13 =1 I I i; ,' 2 051 12 1 14 ST WI 1 I 1 — J----- �— -------- S 11 \\ I OUTLOT B xx V,et ti FTI/� //// ii/� OCS DQ__ _ _ _4" PROOSED Z NWLP886.0 POND 1 OUTLOT B 0 a� H WL 889.3 3 � lam DRAWN BY: DESIGN BY: A.G. A.G. CHCKD BY: PROJ. NO. C.W.P. 16-1596 ORIGINAL DATE: MAY 10, 2016 z O J IL i- !r � U m W N o� Z Q O a J > Q Wz �LL. W Q � 0 LL WO (y) I (J) U) QiUW3 Q co 't Ir U J2Q Q�J O acr0 1WQ0W W J ~ 10) Z aD Y z 7 LL 0 < W 0 W 2 Z WW 75 �2oZ< 0 o WmQwc Q cry mi00E- o j O W W U =aWL Ir � 0 Z 2 (r W J Q 0 25 50 HORIZONTAL Know what's below. Call before you dig. 0 VERTICAL z 0 z I \ox =mx ox m \ 1 10 9 i i 8 I I T T I I 5 I I 4IBI�� L O C K 1 ] ST ST 1 1 1 1 6 1 206 205 I 1 D ST I I I 11 I BLOCK 1 201 --TL TAA LM I 104 +ooJ 3+0 _ 1 1 ST =------------� /i�; L---- _ G ENID TRAIL 6-�_ K ST I_-_ - <_ 1 203 ST I I I 11 106 s� �yEET �\ -----� �� 1 I 1 I I 1 C2 r 7� 6+00 4 \\ 1 \ - / I I 1 1 11 I I I I ST l 11 I I 11 103 UI 1 1 l —« — I__ _17 1 1 16 1 1 1 1 11 w 2 \\/ _ �� 1 1 15 I I 13 —jam L\O K 1 1 1 ni 12 i 101 1 \ 00+�;'� /. � I I r __--- ---___ _--- ��IIIIII III II – – -- —— ___--_ ��– II III II II ��� _ --__ __– _�� �����\\�� 49M —19M OUTLOT B — — - _= _ �� `���v��� III C ' v v 3am��// \ 5 �aM / V A \\ V / / /// / 6 ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... 905................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. 905 .... .... .... ... .... .... .. .. ... .... .... .... ... .... .... .... ... .... .... .... ... .... .... .... ... .... .... .... ... .... .... .... ... .... .... .... ... .... .... .... ... .... .... .... ... .... .... .... ... .... .... .... ... .... .... .... ... .... .... .... ... .... .... .... ... .... .... .... ... .... .... .... ... .... .... .... ... .... .... .... ... .... .... .... ... .... .... .... ... .... .... .... ... .... .... .... ... .... .... .... ... .... .... .... ... .... .... .... ... .... .... .... ... .... .... .... ... .... .... .... ... .... .... .... ... .... .... .... ... .... .... .. .. ... .... .... .... ... .... .... .... ... .... .... .... ... .... .... .... ... .... .... .... ... .... .... .... ... .... .... .... ... .... .... .... ... .... .... .... ... .... .... .... ... .... .... .... ... .... .... .... ... .... .... .... ... .... .... .... ... .... .... .... ... .... .... .... ... .... .... .... ... .... .... .... ... .... .... .... ... .... .... .... ... .... .... .... ... .... .... .... ... .... .... .... ... .... .... .... ... .... .... .... ... .... .... .... ... .... .... .... ... .... .... .... ... .... .... .... ... ... 900 iii ii ii 900 895 890 DRAWN BY: DESIGN BY: A.G. A.G. CHCKD BY: C.W.P. PROJ. NO. 16-1596 ORIGINAL DATE: MAY 10, 2016 z O a. U) W 0 O W CE J H I - m V) a J a_ J Q z LL w0 �(j)U) QW W Q �E0 < �J J 2 < O =W<pw I.-0 � < � cr �oQw0 �2Z° W � 2c) Wmzw� J Oz<w �'W< w Z= mw0 F- WWFn jo =aWLL a0 �Cc wa M rn co 0 z JU W J V 0 N r- 0 0i 0 u.i Q O () P LOW E z W ~Q < W OJ I— Q LINO LAKES, MN 55014 880 PHONE: (651) 361-8210 W W Z 0.6 — W 0 W Y Z W U) U O W z J z Q PREPARED FOR: JAMIE JENSEN SITE PLANNING & ENGINEERING 885 P LOW E ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 880 PHONE: (651) 361-8210 FAX: (651) 361-8701 815 .................................................................................................................................................................................................................................................................................................................................. . ...... ....... .... .. ............. ............. ............. ............. ............. ............. ................................................................................................................................................................................................................................................................................................................................ .......... ....... ... ............. ............. ............. ............. ............. ............. 90 RIM 895.63 890 ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ..... INV. 892.1 .3........ ........................ ..... ..... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... .......... 137'_15°, . RCP........ ..... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... .............. ............ ............. ................... ............. ............. ............. ............. ............. ............. ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... .............................................................. ............... ............... ............... ............... ............... ............... 805 885 c2m7 SITE SPECIFIC INFORMATION SITE NAME ST. CLAIR ESTATES PROJECT LOCATION SIOUX LANE, EAST OF HOKAH DRIVE & NORTH OF BIRCH STREET (CSAH 34) LATITUDE: 45.1437 LONGITUDE: -93.1203 PROJECT OWNER ST. CLAIR LAND COMPANY 1517 DAWN CIRCLE ARDEN HILLS, MN 55112 JAMIE JENSEN (651) 633-5010 CELL MRJAMIEJI 4®GMAIL.COM CONSTRUCTION ACTIVITY DESCRIPTION THIS PROJECT PROPOSES SINGLE-FAMILY RESIDENTIAL SUBDIVISION IN THE CITY OF LINO LAKES. THE SITE IS LOCATED EAST OF HOKAH DRIVE AND SIOUX LANE, NORTH OF BIRCH STREET AND IS APPROXIMATELY 30.47 ACRES IN SIZE. SOIL BORINGS WERE COLLECTED ON FEBRUARY 29, 2016 BY ITCO ALLIED ENGINEERING CO. THE 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 PROJECT IS LOCATED WITHIN RICE CREEK WATERSHED DISTRICT (RCWD). THE PROJECT IS WITHIN THE RCWD COMPREHENSIVE WETLAND PROTECTION AND MANAGEMENT PLAN (LINO LAKES CWPMP). WETLANDS WERE DELINEATED BY EARTH SCIENCE ASSOCIATES, INC. IN 2004 (APPROX). NO WETLAND IMPACTS ARE PROPOSED. THE RESOURCE OF CONCERN IS RICE LAKE MS. SEE "STORM WATER DRAINAGE REPORT" FOR ADDITIONAL INFORMATION, INCLUDING ON-SITE SOILS AND SIZING CALCULATIONS. SITE AREAS BEFORE AFTER CONSTRUCTION CONSTRUCTION TOTAL SITE AREA 30.47 ACRES TOTAL ESTIMATED IMPERVIOUS 0.03 ACRES 4.50 ACRES TOTAL ESTIMATED PERVIOUS 30.44 ACRES 25.97 ACRES APPROX. 4.47 ACRE INCEASE IN IMPERVIOUS TOTAL DISTURBED AREA 15.0 ACRES RECEIVING WATERS WITHIN ONE MILE NAME OF WATER BODY TYPE OF WATER BODY SPECIAL WATER IMPAIRED WATER ON-SITE FACILITIES POND NO NO HOKA DRIVE POND POND NO NO RICE LAKE LAKE NO YES BALDWIN LAKE LAKE NO YES SITE MAP AND DESIGN CALCULATIONS SEE "STORM WATER DRAINAGE REPORT" FOR QUANTIFICATION OF STORM WATER MANAGEMENT REQUIREMENTS AND DRAINAGE AREA MAPS. SOILS, SLOPES, VEGETATION SOIL TYPE(S): SEE GEOTECHNICAL REPORT PREPARED BY ITCO ALLIED. SLOPES: PROPOSED SLOPES WILL BE GENERALLY MODERATE AND ARE NOT EXPECTED TO EXCEED 3:1. VEGETATION: DISTURBED AREAS WILL BE RESTORED WITH SEED & MULCH AND SOD. PERSON WHO PREPARED SWPPP ("DESIGNER") ADAM GINKEL PLOWE ENGINEERING, INC. 6776 LAKE DRIVE LINO LAKES MN 55014 (651) 361-8200 PERSON WHO WILL OVERSEE IMPLEMENTATION OF SWPPP ("CONTRACTOR") 11M PERSON(S) WHO WILL INSPECT ON-SITE ESC MEASURES ("INSPECTOR") TBD TRAINING DOCUMENTATION DOCUMENTATION MUST ACCOMPANY THE SWPPP INDICATING THAT THE INDIVIDUALS IDENTIFIED IN PART III.F. HAVE BEEN TRAINED IN ACCORDANCE WITH THE REQUIREMENTS OF PART III.F. DOCUMENTATION SHALL INCLUDE: A. NAMES OF THE PERSONNEL ASSOCIATED WITH THIS PROJECT THAT ARE REQUIRED TO BE TRAINED PER PART III.F.1. OF THIS PERMIT. B. DATES OF TRAINING AND NAME OF INSTRUCTOR(S) AND ENTITY PROVIDING TRAINING. C. CONTENT OF TRAINING COURSE OR WORKSHOP INCLUDING THE NUMBER OF HOURS OF TRAINING. SITE SEQUENCING & ESC NOTES PRIOR TO ANY LAND -DISTURBING ACTIVITY, THE CONTRACTOR SHALL INSTALL SILT FENCE AS SHOWN ON PLAN. ADDITIONAL SILT FENCE MAY BE NECESSARY IF LOCAL CONDITIONS REQUIRE. SILT FENCE SHALL REMAIN IN-PLACE UNTIL THE FINAL STABILIZATION HAS BEEN ESTABLISHED IN ACCORDANCE WITH PART IV.G. 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. THE CONTRACTOR SHALL PROVIDE ALL SOD, SEED, MULCH AND FERTILIZER WHICH SHALL CONFORM WITH THE FOLLOWING MNDOT SPECIFICATIONS AS MODIFIED BELOW. ITEM MNDOT SPECIFICATION/NOTES SOD 3878 SEED ** 3876 * FOR TURF ESTABLISHMENT W COMMERCIAL TURF MNDOT MIX 25-131 (220 LBS/ACRE) RESIDENTIAL TURF MNDOT MIX 25-131 (120 LBS/ACRE) TEMPORARY FALL COVER MNDOT MIX 21-112 (100 LBS/ACRE) SPRING/SUMMER MNDOT MIX 21-111 (100 LBS/ACRE) SOIL -BUILDING COVER MNDOT MIX 21-113 (110 LBS/ACRE) 1-2 YEARS COVER MNDOT MIX 22-111 (30.5 LBS/ACRE) 2-5 YEARS COVER MNDOT MIX 22-112 (40 LBS/ACRE) MULCH 3882 (TYPE 1 - DISC ANCHORED) FERTILIZER 3881 WOOD FIBER BLANKET 3885 (CATEGORY 2) * MOW A MINIMUM OF: RESIDENTIAL TURF - ONCE PER 2 WEEKS COMMERCIAL TURF - ONCE PER 4 WEEKS ** SEEDED AREAS SHALL BE EITHER MULCHED OR COVERED BY FIBROUS BLANKETS TO PROTECT SEEDS AND LIMIT EROSION. TEMPORARY OR PERMANENT MULCH MUST BE UNIFORMLY APPLIED BY MECHANICAL OR HYDRAULIC MEANS AND STABILIZED BY DISC -ANCHORING OR USE OF HYDRAULIC SOIL STABILIZERS. ALL EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE PLANS OR IMPLEMENTED IN THE FIELD SHALL BE IN ACCORDANCE WITH THE CITY AND NPDES PHASE II PERMIT REQUIREMENTS, AND THE MPCA'S "PROTECTING WATER QUALITY IN URBAN AREAS BEST MANAGEMENT PRACTICES FOR MINNESOTA." THE CONTRACTOR SHALL PAY SPECIAL ATTENTION TO ALL ADJACENT PROPERTY LINES AND MAKE SURE THE EROSION CONTROL PRACTICES INPLACE IN THOSE AREAS PREVENT MIGRATION OF SEDIMENT ONTO ADJACENT PROPERTIES. THE CONTRACTOR SHALL MAINTAIN SILT FENCE, INCLUDING THE REMOVAL OF ACCUMULATED SEDIMENT, THROUGH COMPLETION OF BUILDING CONSTRUCTION. SILT FENCE TO BE REMOVED ONLY AFTER COMPLETION OF BUILDING CONSTRUCTION AND UPON ESTABLISHMENT OF VEGETATION. THE CONTRACTOR SHALL PROVIDE WOOD FIBER BLANKET FOR ALL AREAS OF CONCENTRATED FLOW AND FOR ALL SLOPES 3:1 OR GREATER. PROTECT ALL STORM WATER MANAGEMENT FACILITIES FROM CONSTRUCTION RUN-OFF. CONTRACTOR TO INSTALL AND CONSTRUCT SAID FACILITIES ONCE SITE HAS BEEN STABILIZED. IF ANY SLOPES APPEAR TO BE FAILING, THE CONTRACTOR SHALL PROVIDE ADDITIONAL SILT FENCE, BIOROLLS AND EROSION CONTROL BLANKET AS NEEDED. THE CONTRACTOR SHALL FINAL GRADE SWALE AREAS UPON STABILIZATION OF UPSTREAM AREAS. UPON GRADING COMPLETION THE CONTRACTOR SHALL PROVIDE NATIVE TOPSOIL, SEED, AND MULCH ANCHORED WITH A STRAIGHT SET DISC WITHIN 48 HOURS OF FINAL GRADING. EXCESS SOIL SHOULD BE TREATED LIKE OTHER EXPOSED SOIL AND STABILIZED WITHIN 72 HOURS. ANY SOIL STOCKPILES ARE TO HAVE SILT FENCE PLACED ON DOWNSTREAM SIDES AND SHALL NOT BE PLACED IN SURFACE WATERS. ADJACENT STREETS SHALL BE KEPT CLEAN OF CONSTRUCTION MATERIALS, DIRT, AND OTHER UNDESIRABLE MATERIALS. WHEN MATERIALS OR DEBRIS HAVE WASHED/FLOWED ONTO ADJACENT STREETS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO SWEEP/SCRAPE STREETS AS NECESSARY OR AS DIRECTED BY THE CITY. COORDINATE SMALL UTILITIES INSTALLATIONS (GAS, PHONE, ELECTRIC, GAS, ETC.) AFTER CURB & GUTTER INSTALLATION. UNIVERSITY OF MINNESOTA Adam Kinkel Design of ConstrucWn SWPPP (May 31 2017) it your cerlification expires on May 31, 2015, you must take a class in Winter 2014-2015 to maintain ceniRcatlon- ErOSiOn and Stormwater Management The hearer of this card has been tasted and is Cerb§ed in the areas} shorn on the reverse of this card. CertMoation expira- tion dates appear after each certification area. D p__� -rWap.&as rd siossm_ r gi.,,ftg, lloiveri � of Mlanawta WlJd www.araaioi-umn.sdu Card Issued 6111014 MAP OF SURFACE WATERS LINO LAKE$ - z, P vis - ',_ RICE LAKE RESCHNA LAKE V: . •wr.+ _..... ,�° era erR SITE o k BALDWIN N� F�'} - _ a - LAKE :� .�i �o r _ cz a- _. I - i--- - THERE ARE NO SPECIAL OR IMPAIRED WATERS WITHIN ONE (1) MILE OF PROJECT BOUNDARY. THE FOLLOWING IMPAIRED LAKES HAVE AN EPA -APPROVED TMDL PLAN FOR: (1) RESHANAU LAKE, 02-0009-00 NUTRIENT/EUTROPHICATION BIOLOGICAL INDICATORS (2) RICE LAKE, 02-0008-00 NUTRIENT/EUTROPHICATION BIOLOGICAL INDICATORS (3) BALDWIN LAKE, 02-0013-00 NUTRIENT/EUTROPHICATION BIOLOGICAL INDICATORS THESE IMPAIRMENTS AFFECT AQUATIC LIFE. BECAUSE THIS PROJECT HAS A DISCHARGE POINT WITHIN ONE MILE OF THE ABOVE -REFERENCED IMPAIRED WATER, THE SWPPP HAS INCLUDED THE FOLLOWING: C.1 DURING CONSTRUCTION A. ALL EXPOSED SOIL AREAS MUST BE STABILIZED AS SOON AS POSSIBLE TO LIMIT SOIL EROSION BUT IN NO CASE LATER THAN SEVEN (7) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. B. TEMPORARY SEDIMENT BASIN REQUIREMENTS DESCRIBED IN PART III.6.1-5 MUST BE USED FOR COMMON DRAINAGE LOCATIONS THAT SERVE AN AREA WITH FIVE (5) OR MORE ACRES DISTURBED AT ONE TIME. C.2. POST CONSTRUCTION. THE WATER QUALITY VOLUME THAT MUST BE TREATED BY THE PROJECT PERMANENT STORMWATER MANAGEMENT SYSTEM DESCRIBED IN PART III.C. SHALL BE ONE (1) INCH OF RUNOFF FROM THE NEW IMPERVIOUS SURFACES CREATED BY THE PROJECT. WHERE SITE CONDITIONS ALLOW, AT LEAST 1% INCH OF WATER QUALITY VOLUME MUST BE INFILTRATED. SEE PART III.C.2 FOR MORE INFORMATION ON INFILTRATION DESIGN AND APPROPRIATE SITE CONDITIONS. IF IT IS DETERMINED THAT SITE CONDITIONS ARE NOT APPROPRIATE FOR INFILTRATION (E.G. LACK OF 3 FT. OF SEPARATION TO SEASONALLY SATURATED GROUND WATER, PROXIMITY TO BEDROCK, CONTAMINATED SOILS) THE REASONS SHOULD BE DOCUMENTED IN THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR THE PROJECT. INFILTRATION IS NOT REQUIRED IN HYDROLOGIC SOIL GROUP D SOILS. SITE SPECIFIC CONDITIONS BECAUSE OF THE LACK OF THREE FEET OF SEPARATION TO THE SEASONABLY SATURATED WATER TABLE, NURP PONDING IS PROPOSED IN LIEU OF INFILTRATION. PORTIONS OF THIS SITE HAVE BEEN IDENTIFIED AS DRINKING WATER SPECIAL MANAGEMENT AREAS (DWSMA) WITH MODERATE VULNERABILITY. A SMALL AREA AT THE SOUTH END OF THE PROJECT AREA HAS BEEN IDENTIFIED AS HIGH VULNERABILITY. BECAUSE OF THIS: 1. CONTRACTOR MUST HAVE CONTAINMENT FEATURES IN PLACE FOR ALL FUELING STATIONS. 2. CONTRACTOR MUST CONTAIN ALL CONCRETE WASHOUT AND REMOVE FROM SITE. 8' MAXIMUM 5' METAL OR 2"x2"WOOD FENCE POST GEOTEXTILE WITH NET BACKING of 0 ROG�\ON BACKFILL GEOTEXTILE TO z OVERLAP THROUGH TRENCH. N In 6' M NOTES: 1. SILT FENCE SHALL CONFORM TO MNDOT 3886, (GTE 100 OR EQUAL) 2. FENCING SHALL BE PLACED ALONG CONTOURS OR AS DIRECTED BY ENGINEER. SILT FENCE MAY, 2013 GEN -16 PLATE RFLOW #1—CENTER OF FILTER ASSEMBLY D" FILTER ASSEMBLY iERFLOW #2—TOP OF CURB BOX ;URB 7 HIGH—FLOW HIGH—FLOW FABRIC WIMCO MODEL # CG -3067 HIGH—FLOW INLET PROTECTION OR APROVED EQUAL CURB AND GUTTER INLET PROTECTION NO SCALE APPROVED MnDOT SILT FENCE FABRIC FASTEN TO STAKES 2' O.C. } PERFORATED WALL I z SILT FABRIC TO BE WRAPPED AROUND SCB IF NEEDED NFRASAFE SEDIMENT CONTROL BARRIER TOP VIEW ROYAL ENVIROMENTAL SERVICES OR AN ENGINEER APPROVED EQUAL, OPENING FOR LARGE EVENTS REAR YARD INET PROTECTION NO SCALE CROSS SECTION VIEW MAY, 2013 MAY, 2013 ROCK CONSTRUCTION INLET PROTECTION CIT�OIN KE F ENTRANCE GEN -17 IN KE F GEN -19 L- -S DRAWN BY: DESIGN BY: A.G. A.G. CHCKD BY: PROJ. NO. C.W.P. 16-1596 ORIGINAL DATE: MAY 10, 2016 co rn co d' O z J 0 W J Y 0 N r- 0 rn 0 Iii Q 0 W za Q O O� r W J (n W2 Z I Q W D_ co w az 0 Y �z U ° W oW ccU PREPARED FOR: JAMIE JENSEN SITE PLANNING & ENGINEERING PLOWE ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 \ I J MNIJU I JLLU MIA JJ—LD I BOULEVARD TREES BOULEVARD TREES REQUIRED: 1 TREE PER LOT 2 TREES PER CORNER LOT OPEN SPACE REQUIREMENTS: 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 macrocarpa NORTHERN RED OAK Quercus rubra AMERICAN LINDEN Tilia Americana RIVER BIRCH Betula Nigra RED SUNSET MAPLE Acer rubrum 'Franksred' F39 PROPOSED BOULEVARD TREES SHOWN NOTES: 1) EXAMPLE SPECIES SHOWN — SPECIES TO BE VERIFIED WITH CITY' ENVIRONMENTAL COORDINATOR. 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 Quercus bicolor SQUARE LARGE TREES LARGE SHRUBS Quercus bicolor FOOTAGE REQUIRED REQUIRED OUTLOT A 20,791 11 32 OUTLOT B 45,479 23 69 36" HT. TOTAL j 34 j 101 OPEN AREA - TREES COMMON NAME BOTANICAL NAME SYMBOL �I�I1 QUANTITY SEE NOTES SIZE 1.5-2" CAL. ROOT TYPE B&B OAK, SWAMP WHITE Quercus bicolor OAK, BUR Quercus macrocarpa OAK, BICOLOR Quercus bicolor OAK, BLACK Quercus velutina OAK, BLACK Quercus velutina OAK, NORTHERN RED Quercus rubra RED MAPLE Acer rubrum Carnus sericea 'Cardinal' SIZE 36" HT. BLACK CHOKECHERRY Aronia melanocarpa elata 34 PROPOSED OPEN AREA TREES OPEN AREA - SHRUBS SYMBOL QUANTITY ROOT TYPE SEE F- NOTES POT SIZE #5 NANNYBERRY VIBURNUM Viburnum lentago 0- SIZE #5 CARDINAL DOGWOOD Carnus sericea 'Cardinal' SIZE 36" HT. BLACK CHOKECHERRY Aronia melanocarpa elata 101 PROPOSED OPEN AREA SHRUBS SHOWN NOTES: 1) EXAMPLE SPECIES SHOWN — VERIFY SPECIES REQUIREMENTS WITH CITY'S ENVIRONMENTAL COORDINATOR PRIOR TO ANY INSTALLATIONS (FIRE TOLERANT SPECIES REQUIRED) 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 3jam _-- \� jam / V \� ----------------\\ +oo E N I D 2+00 TRAK—�- 0 0 I I I I i LEGEND DRAWN BY: DESIGN BY: A.G. A.G. CHCKD BY: PROJ. NO. C.W.P. 16-1596 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) REPLACEMENT TREES = 17 (PER EXISTING TREE REMOVALS) BOULEVARD TREES = 39 ---------- -------------- TOTAL PROPOSED TREES SHOWN = 56 4) ALL NATIVE SEED MIXES TO BE INSTALLED BY CITY APPROVED CONTRACTOR — VERIFY WITH CITY'S ENVIRONMENTAL COORDINATOR PRIOR TO INSTALLATIONS -> r N �------------,\ \ / POND Z SEED FROM NWL 0 HWL N \ / W/ MNDOT SEED,, IX 33- CA) 3 to F / }am jam Z O IZ Ir U U) W 0 Z O U) W Ir J Q F- m 07 H Q a J Q Z E (1) W F- O U z QQ U)Z z 0- W W Y 0 z U O ' J PREPARED FOR: JAMIE JENSEN SITE PLANNING & ENGINEERING PLOWE ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 O 0 25 50 1 INCH = 50 FEET L1 ST CLAIR ESTATES KNOW ALL PERSONS BY THESE PRESENTS: That James H. Speiser and Lois M. Speiser, husband and wife, owners of the following described property. Lot 1, Block 1, SPEISER ACRES, Anoka County, Minnesota. Have caused the same to be surveyed and platted as ST CLAIR ESTATES and does hereby dedicate to the public for public use the public ways and the drainage and utility easements as shown by this plat. In witness whereof said James H. Speiser and Lois M. Speiser, husband and wife, have hereunto set their hands this ______ day of ------------ 20---• James H. Speiser Lois M. Speiser :01M em O O cr) ca O COUNTY OF ME Dow O H. Speiser and Lois M. Speiser. CO3 -. W � 0 O W W ST CLAIR ESTATES KNOW ALL PERSONS BY THESE PRESENTS: That James H. Speiser and Lois M. Speiser, husband and wife, owners of the following described property. Lot 1, Block 1, SPEISER ACRES, Anoka County, Minnesota. Have caused the same to be surveyed and platted as ST CLAIR ESTATES and does hereby dedicate to the public for public use the public ways and the drainage and utility easements as shown by this plat. In witness whereof said James H. Speiser and Lois M. Speiser, husband and wife, have hereunto set their hands this ______ day of ------------ 20---• James H. Speiser Lois M. Speiser STATE OF MINNESOTA Li Cn COUNTY OF This instrument was acknowledged before me this ______ day of _____________- 20___ by James H. Speiser and Lois M. Speiser. -. Notary Public, County, Minnesota My Commission Expires - - Daniel W. Obermiller do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed LLJ , - Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data L - and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this -. certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this _____ day of __________ , 20____ Daniel W. Obermiller, Licensed Land Surveyor Minnesota License No. 25341 STATE OF MINNESOTA COUNTY OF This instrument was acknowledged before me this ______ day of _______, 20___ by Daniel W. Obermiller. L _ J Notary Public, County, Minnesota L 1 _ My Commission Expires \ y, City Council, City of Lino Lakes, Minnesota This plat of ST CLAIR ESTATES was approved and accepted by the City Council of the City of Lino Lakes, Minnesota at a regular meeting thereof held this _______ day of ____________- 20___, and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. City Council, City of Lino Lakes, Minnesota By Mayor By Clerk County Surveyor I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this ______ day of ________- 20___ . Larry D. Hoium Anoka County Surveyor County Auditor/Treasurer Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable in the year 20_ on the land hereinbefore described have been paid. Also, pursuant to Minnesota Statues, 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 ST CLAIRE ESTATES was filed in the office of the County Recorder/Registrar of Titles for public record on this day of . 20. at o'clock M. and was duly recorded in Book . Page as Document No. ________- County Recorder/Registrar of Titles By Deputy E�,9n Professional Land Surveyors NND CIJ AINAGE AND UTILITY EASEMENT THE PLAT OF SPEISER ACRES OUTLOT A DRAINAGE AND UTILITY EASEMENT OVER ALL OF OUTLOT A /\ � / / \ X00 (NOT TO SCALE) DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: � cavil 15 51 0 101 m BEING 5 FEET IN WIDTH, AND ADJOINING SIDE LOT ,, LINES, AND 10 FEET IN WIDTH AND ADJOINING RIGHT OF o 2 6� / / /\ \ c WAY LINES, AND REAR LOT LINES, UNLESS OTHERWISE IoW SHOWN ON THIS PLAT. wo w 1 Q� C �� �g°j 6Q \ASS J to 1 z Ld /P Q" aj� / / \ \ate ���Q' ^� / 3 Ile 1 pl S1 3(46'53-W 6.39-< /33.95 4 co 56.48 F` S89057'45"E S vS1 / 4 \ \, S89057'45"E r�200 9001 - - 058'17 Qj AiS �0 i 135.00 1 i��� 30 X61°00 �•'��,�. z 0 \I0 I0 �ry DO` �00\ \a1Pn w 0 I 2 0 ;n i\ ' 150 e5 \ 9� U) °o 00 1 a0 \ z 30 �� m / 5 \> IS89°57'45"E - - i c°s\ 135.009\ 000 \ Q w 1 � Y J► � \ � � � AZO s� / � �6 `L1 LLI oj // // .('/ N 0). Q 00� I 1 o c0 0 0i�' \ / ^M N 0 z� O Ln 00 F Lj \ = 0 135.00 � rn io M \\ aAg2 1 SIOUX LANE 0 0 �•� 2% I W SNI M o `�� r, r) 1A`Oo'� I (n LO o o 60 City of lino Lakes County of Anoka Sec. 29, T310 B22 NORTH GRAPHIC SCALE 0 30 60 120 ( SCALE IN FEET ) 1 inch = 60 feet 0 DENOTES X INCH BY 14 INCH IRON PIPE MARKED BY RLS NO. 25341. • DENOTES FOUND IRON MONUMENT FOR THE PURPOSES OF THIS PLAT THE WEST LINE OF LOT 1, BLOCK 1, SPEISER ACRES IS ASSUMED TO HAVE A BEARING OF SOUTH 00 DEGREES 02 MINUTES 15 SECONDS WEST. WETLAND DELINEATION BY JACOBSON ENVIRONMENTAL, PLLC. IN MAY 2016. _ 165.00 - �•�� _ 77.63 _ °moi' ' ��L I w o I 0 �O o- S89057'45"E 242.63 - ' x z 0 co old I 0 0 0o I _ p r� M Ia d- � _ 16.43 - ,0) ,0 0 7 n I rn _� �I - _ 135.00 ,--POINT NOT h �I°' ~ - - - - - - 30 30 ( TANGENT 49`� o 0) 30 I I 1\0� ,p oQ /�\ �� U,I o "�(1 N N T \2R�0 1�.5 \� I Q 0[1 W _ �0 194• ��%°��ro O O D \ 3j • I wI � N!n z 1'\i op I I J I 11 \ \I o o z ss i o I 1 CI S89°57'45"E I \ A CD ��� I I z 135.00 --- 3 N I 9 N 00111 I Lo to I r, 2 0% �� ,\\ _\ rv/ w ' w- 0 01 N 2 o i N o z 1 N 81 °5 ° 46AD " \N o I 9'31"w �7 52 0 31lo 1000 0M o °aa ° 8p4 - 76.59 S-7-7 .- 51�p5 ��E w o 1�-DRAINAGE AND 1 cn 1 0> °' S6� 5S 16-S7g�44.4 n2 : � . 59.0 1 E- `' N O ori UTILITY EASEMENT-) J Z �N p�` �, 3 6 6 ' Q � 9 N82 "w �; , 5 0� A S E N T 1 0 °" 6• 1 °17 27 C� E M w O o S89 57 45 E O W�51.37 _ 136.69 1 T Y E ---- ° TIL -- _ - 135.00 - -/� 7 -'DRAINAGE AND`,°sz Sc'\ ' N76 28'02„E A N D U C R E S --- -------- 00 UTILITY EASEMENT�S;9 \ )S89°57'45" i \�-D R AIN A G E S P E I S E R A I S89°57 45 E ', �� 21 64 E- P L A T O F L 1 J � 3 10 _ _ _ _ _ N40°04'47" PER �ry - o I o 100.00 l L� �� 21.93 W OMOT LOT B LO o`nol CN I\ � DRAINAGE AND - T - _J o I o N46°29 26-�\ `L�' NSgo �� S�6 52- 1 UTILITY EASEMENT OVER oo z oo 33 .73Q 1 ALL OF OUTLOT B - D '_ 1 I S89°57'45"E - - J 30 0 10 1 cn 6? I\ 30 F 135.00 - - - - a 30 q, p o co o Cq L - - - S89°5745E- - - J �► c'� L Q 0 3 4 D --------- ------ �� 147.00 •� \ 1 to _ CO Ln N) I LA-_ ----- 00 IN I D II Cn I ? N64°6 9 \ \ alb I ° �, �; c' N� Pl c� 11 II , �► 14 7S w iW E T L A N D - \\` Li L S89 57 45 E - - U 0c) I \7= I�' < i CD s Q 30------- i ,. 140.19 30129 3p w�"S89°57'45"E - z 1 _1gn\ I ---------� w \ o I \ 2 ------------ o^I Q 14849 I 5 �� N �� 12 I � y- ) L ; C) ., 0 o f w � r I�� <� z I� 1 - S89°57'45"E - - - - p�ZpS,- DRAINAGE AND I ns - I \ 103 o 0 Go 09,7 � E - - - - - - N8' UTILITY EASEMENT- \ I f6_120 P i S89°57 45"E o 0 `n \ 1 �' -= 7 / I 140_45 �o 0 Ul QNI 1 0N _� -MATCH LINE 00 CPI CIN W JIWOtO SIO 10 O� W r ! ��- a� 0. i 1� ,-DRAINAGE AND °°I� j°'11o0 �1� 3 Iw ��% ;� (SEE SHEET 2 OF 2 SHEETS) M_ f UTILITY_EASEMENT L- _+ N I 1 m o rn I 1 o S89°5745"E o 30 I + 0-1 08 S89°57 45"E r 174.90 30.06 L - - - - - - - - - z N8 026'07"E N 7g 48 26„ 140.43 A 518.10 \\\ O Z\ j ko M O 240 SHEET 1 OF 2 SHEETS ST CLAIR ESTATES NORTH GRAPHIC SCALE 60 0 30 60 120 ( SCALE IN FEET ) 1 inch = 60 feet 0 DENOTES Y2 INCH BY 14 INCH IRON PIPE MARKED BY RLS NO. 25341. • DENOTES FOUND IRON MONUMENT FOR THE PURPOSES OF THIS PLAT THE WEST LINE OF LOT 1, BLOCK 1, SPEISER ACRES IS ASSUMED TO HAVE A BEARING OF SOUTH 00 DEGREES 02 MINUTES 15 SECONDS WEST. WETLAND DELINEATION BY JACOBSON ENVIRONMENTAL, PLLC. IN MAY 2016. (NOT TO SCALE) DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: 15 51 I I 0 0 S89°57'45"E IV7 6p 8'26"y1r 0174.90 _ o i 14 S89°57'45"E 30, � UTILITY IAEASEM D T 30 i (HE/ �} 30.06 N - - - 140.43 co Ln 0I� 7 /� No �� 14 Ilo mi o IcLrio /- WN �ON ^/ IL4 C5 Ci rl rn - S89°57'45"E - - - - ,N ,� L S89°57'45E - - �g m I - V : LU 155.23 /�---- 163.31 ---- / i ?-0. / 00 I O/ o /� N / o I 8 / N/ �/ CD NP o --- oo cIz �/ �/ 15 �,. o o zl o A=7°17'36" /i / //� LA �° 1 Iri 29.28-�/ r - \` - - n 1. , S89057'45"E - j^ o i o j A=6°42'12" / 4� z - - - °'rn 19.89- - -S89°57'45"E - w / o OI - ---- -r/-42.62 ;11 e}N rn ___ - - - O 136.73 ° �, 35 i �, It - - / d 70 iso- ,�----- 187.04 d �- 2$'Z�1I 4 -� 22.60 /� o = ;<v cn Z� o ------- !------- -- 0=7036'59" o �<v o / L- J Q O 1 9 30 1 30 /� �� 00 0 w 0 �00 �1 0 00 16 �/� ��� o W �/ 2 L - J C, In N C, S89°57'45"E - \ a - - - - - S89° 57 45 E ' /� �I J -,73.78 - Y 1 135.00 `� / ` ` _ ' - I � - - - - - JOt 10 wo .- o 0 /O O N 00 N 0 1% m ` tQ o 1 rn/ o\ I S89°57'45"E - M 1 0 0o o \ 00 4 L -S89°57'45"E co Ln I M 00 II Q I, 135.00 ---� J M w 0-)1 F 135.00 - �\� C; I N `r' 1 � N O oIN 10 I I /` o� o\ 0 = \\\ 18 1 00 to o /-DRAINAGE AND ° I �- Q UTILITY EASEMENT_-�J I �1 L 1 _ z o0 -� �, o S89°57'45"E /'0 O Y . Q O l \;0 - 135.00 - o L - - S89°57'45"E r z _____ _ _ o \ � � / LLI I � - - - 143.81 i cr 240 ,� 0 col 0 -L' I I� r^ N o1N 12 0 00) 00 O 00 00 N 0 �co1 � IW IO o C3 19 �`° i ! �' o S89057'45"E - - J N I21.28 --'I F' 135.00 L - - - S89057'45 - "E -X135.52- No (n U - - - - -O BEING 5 FEET IN WIDTH, AND ADJOINING SIDE LOT LINES, AND 10 FEET IN WIDTH AND ADJOINING RIGHT OF WAY LINES, AND REAR LOT LINES, UNLESS OTHERWISE SHOWN ON THIS PLAT. E�,9n Professional Land Surveyors MATCH LINE A (SEE SHEET 1 OF 2 SHEETS) N89°26'07"E 518.10 City of lino Lakes County of Anoka Sec. 29, T310 B22 I Io :pm. N 06 O O cr) ca O 0`L' ME Dow O r I� ` agog O <i .111, rn W � N 1 I / S89 7'45"E CD &11_1 4'J„ ca W W � Z ST CLAIR ESTATES NORTH GRAPHIC SCALE 60 0 30 60 120 ( SCALE IN FEET ) 1 inch = 60 feet 0 DENOTES Y2 INCH BY 14 INCH IRON PIPE MARKED BY RLS NO. 25341. • DENOTES FOUND IRON MONUMENT FOR THE PURPOSES OF THIS PLAT THE WEST LINE OF LOT 1, BLOCK 1, SPEISER ACRES IS ASSUMED TO HAVE A BEARING OF SOUTH 00 DEGREES 02 MINUTES 15 SECONDS WEST. WETLAND DELINEATION BY JACOBSON ENVIRONMENTAL, PLLC. IN MAY 2016. (NOT TO SCALE) DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: 15 51 I I 0 0 S89°57'45"E IV7 6p 8'26"y1r 0174.90 _ o i 14 S89°57'45"E 30, � UTILITY IAEASEM D T 30 i (HE/ �} 30.06 N - - - 140.43 co Ln 0I� 7 /� No �� 14 Ilo mi o IcLrio /- WN �ON ^/ IL4 C5 Ci rl rn - S89°57'45"E - - - - ,N ,� L S89°57'45E - - �g m I - V : LU 155.23 /�---- 163.31 ---- / i ?-0. / 00 I O/ o /� N / o I 8 / N/ �/ CD NP o --- oo cIz �/ �/ 15 �,. o o zl o A=7°17'36" /i / //� LA �° 1 Iri 29.28-�/ r - \` - - n 1. , S89057'45"E - j^ o i o j A=6°42'12" / 4� z - - - °'rn 19.89- - -S89°57'45"E - w / o OI - ---- -r/-42.62 ;11 e}N rn ___ - - - O 136.73 ° �, 35 i �, It - - / d 70 iso- ,�----- 187.04 d �- 2$'Z�1I 4 -� 22.60 /� o = ;<v cn Z� o ------- !------- -- 0=7036'59" o �<v o / L- J Q O 1 9 30 1 30 /� �� 00 0 w 0 �00 �1 0 00 16 �/� ��� o W �/ 2 L - J C, In N C, S89°57'45"E - \ a - - - - - S89° 57 45 E ' /� �I J -,73.78 - Y 1 135.00 `� / ` ` _ ' - I � - - - - - JOt 10 wo .- o 0 /O O N 00 N 0 1% m ` tQ o 1 rn/ o\ I S89°57'45"E - M 1 0 0o o \ 00 4 L -S89°57'45"E co Ln I M 00 II Q I, 135.00 ---� J M w 0-)1 F 135.00 - �\� C; I N `r' 1 � N O oIN 10 I I /` o� o\ 0 = \\\ 18 1 00 to o /-DRAINAGE AND ° I �- Q UTILITY EASEMENT_-�J I �1 L 1 _ z o0 -� �, o S89°57'45"E /'0 O Y . Q O l \;0 - 135.00 - o L - - S89°57'45"E r z _____ _ _ o \ � � / LLI I � - - - 143.81 i cr 240 ,� 0 col 0 -L' I I� r^ N o1N 12 0 00) 00 O 00 00 N 0 �co1 � IW IO o C3 19 �`° i ! �' o S89057'45"E - - J N I21.28 --'I F' 135.00 L - - - S89057'45 - "E -X135.52- No (n U - - - - -O BEING 5 FEET IN WIDTH, AND ADJOINING SIDE LOT LINES, AND 10 FEET IN WIDTH AND ADJOINING RIGHT OF WAY LINES, AND REAR LOT LINES, UNLESS OTHERWISE SHOWN ON THIS PLAT. E�,9n Professional Land Surveyors MATCH LINE A (SEE SHEET 1 OF 2 SHEETS) N89°26'07"E 518.10 City of lino Lakes County of Anoka Sec. 29, T310 B22 I Ld n � �. 0 \I' - - - - 30 30 I 135.00 1I22 x,26 LiJ J /48.29- 1 0000 I 000 N � o'o' 113.49 / - j 000 I 14 10`to acr `'�d'A0 ; 1 S89°57'45"E i 1 1 25I I a 4 1. L89°58'33"E-135.00 - s ^ S89058'33"E 131.31 52� `- - - / 60.00 S85°59'0111W IC% / - L 1 J O 'r r0• I all, Cl) o iS0 00- _T_ Cpm rn \ ti� I \ \' S89°58'23"E 186.78 00 �O \ <� O \ <, I 71.40 S89°5823"E 208.72--- Z 06 r� / q� \ �J \ Q 0 O 1 1. 1 a b Jcz O co Nig-1 �� 52 3'43 "E Nr° i Lj co 7 2.5(9 77.63 110.01 S89058'23"E Io F 161.11 �7 91 w GF r- / _J c� < OL'i �IQ o 0 I) 13 � /, 0 ` P O 0`L' <i Y\ C6 r I� ` -i- w O <i .111, rn 0 Cn N 1 I / S89 7'45"E &11_1 4'J„ i i i M � .Ill, ' O O / E T L A A7 CD D-------- / \\\`� � �-ry OV1 LOT B � F \ c' <_ o DRAINAGE AND`� Q F L C' `D / 1TILITY EASEMENT OVER P \ ° D ALL OF OUTLOT B 141.60 1 `I \ \I S89058'23"E 172.85 - Ld n � �. 0 \I' - - - - 30 30 I 135.00 1I22 x,26 LiJ J /48.29- 1 0000 I 000 N � o'o' 113.49 / - j 000 I 14 10`to acr `'�d'A0 ; 1 S89°57'45"E i 1 1 25I I a 4 1. L89°58'33"E-135.00 - s ^ S89058'33"E 131.31 52� `- - - / 60.00 S85°59'0111W IC% / - L 1 J O 'r r0• I all, Cl) o iS0 00- _T_ Cpm rn \ ti� I \ \' S89°58'23"E 186.78 00 �O \ <� O \ <, I 71.40 S89°5823"E 208.72--- Z 06 r� / q� \ �J \ Q 0 O 1 1. 1 a b Jcz O co Nig-1 �� 52 3'43 "E Nr° i Lj co 7 2.5(9 77.63 110.01 S89058'23"E Io F 161.11 �7 91 w GF c� < OL'i �IQ o 0 I) 13 82.22 - /, 0 ` P 0`L' I� 0000 20 z ICO �� ^/ m P\ -i- w uj r� o alb a - 20 'bo 0 Cn N 1 I / S89 7'45"E &11_1 4'J„ Ld n � �. 0 \I' - - - - 30 30 I 135.00 1I22 x,26 LiJ J /48.29- 1 0000 I 000 N � o'o' 113.49 / - j 000 I 14 10`to acr `'�d'A0 ; 1 S89°57'45"E i 1 1 25I I a 4 1. L89°58'33"E-135.00 - s ^ S89058'33"E 131.31 52� `- - - / 60.00 S85°59'0111W IC% / - L 1 J O 'r r0• I all, Cl) o iS0 00- _T_ Cpm rn \ ti� I \ \' S89°58'23"E 186.78 00 �O \ <� O \ <, I 71.40 S89°5823"E 208.72--- Z 06 r� / q� \ �J \ Q 0 O 1 1. 1 a b Jcz O co Nig-1 �� 52 3'43 "E Nr° i Lj co 7 2.5(9 77.63 110.01 S89058'23"E n 1 I\ I I I I I /_\ F- -i 1 V L/ \/ / \ I I SHEET 2 OF 2 SHEETS 82.22 - S89058'23"E / 1 `I \ \I \Y'1-1, v 1i /A\ 1 \ 111 K/ /A\ 11 11 11\ I 1 It,- �i �i i i r_ ' 1 i r_i �i i 1 1 \I I T N F( I I S Fy I I F- _ \/\/ /\ YI F�1 I /\ I I\I I I I I- � F1 r- F- n I k\ n n I A\ \ I\I r� I I /� I I n /_\ 1 1 F� I- i, 1 1 r- n 1 n 1 V L / \ / / \ - 60 r-1 r- ISI - L1J .`I n 1 I\ I I I I I /_\ F- -i 1 V L/ \/ / \ I I SHEET 2 OF 2 SHEETS