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HomeMy WebLinkAbout2015-02-11 CPC Packetillwater THE BIRTH PLACE Q F M I H H E S Q TA PLANNING COMMISSION MEETING AGENDA Wednesday, February 11, 2015 - 7:00 P.M. Council Chambers at Stillwater City Hall, 216 North Fourth Street I. CALL TO ORDER II. ROLL CALL III. APPROVAL OF MINUTES A. January 14, 2015 IV. OPEN FORUM The Open Forum is a portion of the Commission meeting to address subjects which are not a part of the meeting agenda. The Commission may reply at the time of the statement or may give direction to staff regarding investigation of the concerns expressed. Out of respect for others in attendance, please limit your comments to five minutes or less V. PUBLIC HEARINGS The Chairperson opens the hearing and will ask city staff to provide background on the proposed item. The Chairperson will ask for comments from the applicant, after which the Chairperson will then ask if there is anyone else who wishes to comment. Members of the public who wish to speak will be given 5 minutes and will be requested to step forward to the podium and must state their name and address. At the conclusion of all public testimony the Commission will close the public hearing and will deliberate and take action on the proposed item. A. Case No. SUP/2014-39. Request to approve an 8 lot residential preliminary plat, rezoning to RA, One -Family Residential and associated variances, for property located at 13310 Boutwell Road North. Thad Rich, Owner B. Case No. SUP/2015-2. Request for a Special Use Permit for a restaurant with drive through and outdoor eating area to be located next to Valley Ridge Mall, 1240-1570 West Frontage Road. Jesse Hammer, Applicant. Kriss Novak, Owner. VI. OTHER BUSINESS VII. FYI A. Boom Site Invitation VIII. ADJOURNMENT THE HINTHYLACE OF MINNESOTA PLANNING COMMISSION MEETING MINUTES January 14, 2015 REGULAR MEETING 7:00 P.M. Chairman Kocon called the meeting to order at 7:02 p.m. Present: Chairman Kocon, Commissioners Collins, Fletcher, Hade, Kelly, Lauer, Middleton, Council Representative Weidner Absent: Commissioners Hansen and Siess Staff: City Planner Wittman APPROVAL OF MINUTES Motion by Commissioner Fletcher, seconded by Commissioner Collins, to approve the December 10, 2014 meeting minutes. All in favor, 7-0. ELECTION OF OFFICERS Motion by Commissioner Lauer, seconded by Commissioner Hade, to nominate Commissioner Kocon as Chair. All in favor, 7-0. Motion by Chairman Kocon, seconded by Commissioner Lauer, to nominate Commissioner Hansen as Vice Chair. All in favor, 7-0. OPEN FORUM There were no public comments. PUBLIC HEARINGS Case No. V/2014-37. Request for a variance for a garage addition to the West side of the house and addition of a porch to the front of the house. 1703 Oak Street West, Jacob Bell, applicant, representing Jon Bell, owner. City Planner Wittman explained that the proposed improvements: adding a porch facing Oak Street West, and a new entry and mudroom to the west of the structure which will allow for a three -car attached garage consisting of a single bay and a double bay. Associated variances requested are: 1) a 4'3" variance to the front yard setback for a 6' deep front porch; 2) a 15' variance to the front yard setback at the cul-de-sac for a 6' deep front porch; 3) a 22' variance to the front yard setback at the cul-de-sac for an attached single car garage; and 4) an 8' variance to the front yard setback at the cul-de-sac for an attached double car garage. Staff recommends approval of the 4'3" front yard setback variance and 15' front yard setback variance for the front porch, and the 8' front yard Planning Commission January 14, 2015 setback variance for the attached double car garage, but denial of the 22' front yard setback for the attached single car garage on the basis that the applicant has not established practical difficulty. Staff recommends approval of a 15' variance to the front yard setback for the attached single car garage. Jake Bell, the applicant, told the Commission that the house was built before the cul-de-sac was constructed. He does not want to disrupt utilities on the east side of the home, so would not like to put the driveway on that side. He would like to keep the character of the home and reduce the garage dominance. Chairman Kocon stated breaking up the front face of the home with the different thrusts of the garage is an architectural positive, but he questioned the setbacks required. Mr. Bell responded that a small eight foot addition will remove a center stairway making it an open floor plan, eliminating the look of an exceptionally long roofline. Chairman Kocon opened the public hearing. There were no public comments. The public hearing was closed. Chairman Kocon read written comments from Commissioner Hansen, who noted that the single stall garage as proposed seems too close to the street; otherwise he supports other variances. Chairman Kocon then read Commissioner Siess's written comments agreeing with Commissioner Hansen. Commissioner Middleton suggested moving the single car garage back so as to not crowd the cul de sac. He supports the other variances. Chairman Kocon noted that he understands the continuation of the ridgeline coming off the home to the single car garage, but feels that the compromise setback recommended by staff would be more in keeping with City standards. Commissioner Kelly questioned whether to grant a 15' variance before seeing the impacts that would have on site plans. City Planner Wittman further explained the impacts of a 15' variance if granted, instead of a 22' variance. It would require moving the stairway. Mr. Bell asked if an 18' variance could be considered instead of the 15' variance recommended by staff, in order to keep the single car garage even with the stairway addition. Commissioner Fletcher stated she likes the compromise of the 18' variance. Motion by Commissioner Collins, seconded by Commissioner Hade, to approve 1) a 4'3" variance to the front yard setback for a 6' deep front porch; 2) a 15' variance to the front yard setback at the cul-de- sac for a 6' deep front porch; 3) an 18' variance to the front yard setback at the cul-de-sac for an attached single car garage; and 4) an 8' variance to the front yard setback at the cul-de-sac for an attached double car garage, with the following conditions. 1. Plans shall be substantially similar to the plans on file in the Community Development Department. 2. Major exterior modifications to the variance permit request shall be reviewed by the Planning Commission. Motion carried 6-1, with Commissioner Middleton voting nay. Page 2 of 7 Planning Commission January 14, 2015 Case No. SUP/2014-38. Request for a Special Use Permit for JX Event Center, 123 Second Street North. Judd Sather, applicant. City Planner Wittman summarized the request. The applicant is proposing an event center to be located in what was known as the Connolly Shoe Building. The maximum capacity would be 800 guests. The events venue would be on the upper floor. The main floor would house offices including Mr. Sather's photography studio, and the lower level would house storage or manufacturing as presently exists there. There are existing traffic safety concerns at the corner of Commercial and Main, due to limited visibility. Staff has determined the concerns could be mitigated by removal of the loading dock; however, the applicant indicated that the loading dock is currently being used by the manufacturing business. Commissioner Kelly stated he likes the site, but feels the dock should be removed and there should not be a licensing option, due to the number of guests anticipated and pedestrian safety concerns. Chairman Kocon read written comments submitted by Commissioner Hansen, noting he shares the safety concerns. He recalled when the new restrooms were installed downtown, there were drawings showing Commercial Street as a promenade from the parking ramp to the restrooms. Commissioner Hade said he believes the Council put that concept on hold. City Planner Wittman explained that the Comprehensive Plan designates Commercial Street as "special" with more pedestrian signage and street trees. However, there is not a formal plan. Judd Sather, applicant, told the Commission that to make the events center feasible, he would need to own or occupy 50% of the building. He had anticipated using the rest of it for existing uses. If he purchases the building, the current tenant using it for manufacturing would still use the loading dock. He would prefer that the City allow the loading dock to remain in place, to permit more flexible uses for that level of the building. If the loading dock is removed, that would modify where the elevator will go. Commissioner Kelly noted that he would prefer to remove the loading dock and have a full sidewalk there in proximity to the parking ramp, so pedestrians aren't forced out into the street. Chairman Kocon commented that if the event center will not support the entire building and Mr. Sather is hoping to preserve some uses to help him make the building work, he would like to work with the applicant. Mr. Sather remarked that the Police Chief indicated no traffic study would be required for this site. Matthew Resch, Vice President and General Counsel for Gartner Companies/Gartner Properties, noted there are currently up to two semis per day using the loading dock. Tylina Food Products Corporation currently rents the lower space from Gartner for production of cake mix and cake fondant. He stated there are multiple ways that Gartner Properties can structure a deal with Mr. Sather. Their preference is to transition out of the space contingent on a sale. If the loading dock is removed, there is still the problem of a cut -in to the wall structure of about 1.5 feet and a pull -down garage door there that would have to be filled, leaving a space that is elevated four or five feet off the ground. Page 3 of 7 Planning Commission January 14, 2015 Mr. Sather added that he has a meeting scheduled with City staff on the issue of the loading dock. Richard Kilty, 118 West Oak Street, commented that the loading dock should be removed because it compromises the sidewalk. Mr. Resch stated that pedestrians can be directed with signage and striping across both streets, reducing pedestrian safety concerns. As landlord of the neighboring Old Post Office building, they are committed to working with the events center to provide additional parking. Chairman Kocon closed the public hearing. Councilmember Weidner remarked that the long term intent is for pedestrians to walk from the parking ramp to the pedestrian plaza. He cautioned the applicant that the loading dock may not be there very long because it is on City property and the Council would decide on the license and whether or not it makes sense for the long term plan. Even though the Commission may recommend a license allowing the loading dock to remain, it may not be approved by the Council. He supports the plan for the event center and feels it is a good site. Commissioner Hade said he likes the idea of the events center and of businesses expanding west from Main Street, but feels the loading dock should be removed because Commercial Street is the link between the parking ramp and the river. He would be opposed to using the area where the loading dock is for a drop-off point. Commissioner Lauer stated he would like to see the loading dock removed. Commissioner Fletcher said she isn't opposed to the loading dock remaining; it should not be a major impediment to a great business. She supports the Special Use Permit. Commissioner Middleton agreed with Commissioner Fletcher that the proposed site is better than the previously proposed Main Street location. The issue of the loading dock is out of the purview of the Commission. He likes the idea of adding striping for crosswalks. Commissioner Collins remarked that the events center would be a great use of the space. He would be comfortable approving the SUP with the condition about the loading dock, knowing it could be changed by the City Council at any time. Commissioner Kelly recognized that pedestrians will be trying to use the sidewalk near the loading dock which is not pedestrian friendly. Mr. Resch reminded the Commission that the current manufacturing business operates under a Special Use Permit which was issued subsequent to the installation of the loading dock. Granting the Special Use Permit to the events center will further the eventual removal of the dock as the manufacturing business transitions out of the site. Motion by Commissioner Fletcher, seconded by Chairman Kocon, to approve the Special Use Permit with the following conditions. 1. Upon the sale to Mr. Sather, or upon such time that manufacturing operations cease to exist, the property owner shall remove the loading dock on the north side or enter into a license agreement with the City Council for the continued use. Page 4 of 7 Planning Commission January 14, 2015 2. The lower level, accessible off of the alley and Commercial Street, shall not be utilized as rentable area for events or event functions. 3. The main floor, accessible off of Second Street North, shall not be utilized as rentable area for events or event functions. 4. The third floor shall be used as rentable area for events or event functions. Plans shall be consistent with those submitted with the December 15, 2014 dated Planning Commission supplemental information for JX Events Venue. 5. Prior to the operating of an event center, the applicant shall secure all required approvals from the Stillwater Building Department, Stillwater Fire Department and Washington County Health Department. All existing and future trash receptacles shall be stored inside the building at all times with the exception of the day of trash collection. 6. Prior to the commencement of any exterior work, including the installation of lighting and signage, a Design Review permit shall be submitted and approved by the Heritage Preservation Commission prior to the issuance of a building permit for this project. 7. Any conditions attached to the Design Permit issued by the Heritage Preservation Commission for this project are incorporated by reference into this Special Use Permit. 8. A parking mitigation plan must be approved by the Downtown Parking Commission to satisfy the off-street parking requirements. If the plan includes a fee -in -lien, the fee shall be paid upon receipt of City invoice. Charges not paid within 30 days will be certified for collection with the real estate taxes in October of each year. The applicant waives any and all procedural and substantive objections to the purchase requirement including, but not limited to, a claim that the City lacked authority to impose and collect the fees as a condition of approval of this permit. The applicant agrees to reimburse the City for all costs incurred by the City in defense of enforcement of this permit including this provision. Any conditions attached to the parking mitigation plan approved by the Downtown Parking Commission are incorporated by reference into this Special Use Permit. 9. All changes to the approved plans will need to be reviewed and approved by the Community Development Director. Any major changes will need to go to the Planning Commission for review and approval. Motion carried 5-2, with Commissioners Hade and Kelly voting nay. Case No. SUP/2014-39. Request to approve a 10-lot residential preliminary plat, annexation, and rezoning to RA, One -Family Residential and a setback variance, 13310 Boutwell Road North. Thad Rich, owner. Motion by Commissioner Collins, seconded by Commissioner Hade, to table the Special Use Permit for Case No. SUP/2014-39. All in favor, 7-0. Case No. SUP/2014-40. Request for a Special Use Permit for a microbrewery and a taproom, 114 East Chestnut Street. Madeline Fyten, applicant. City Planner Wittman reviewed the request. The applicant is requesting a Special Use Permit for a micro -brewery to be housed in the basement of the structure known as the Brunswick House. A Special Use Permit for a taproom to be housed on the main floor is also requested. The proposed use is not an intensification, so parking requirements are met. Staff received a comment of opposition from Richard Kilty who owns the property across Third Street. Realtor Jon Whitcomb noted the property has been on the market for three years and this is the first opportunity for a potential buyer. Comments were received from Laura Phillips and Marilyn Carver with Compass Center next door voicing concerns about parking. Staff recommends approval. Page 5 of 7 Planning Commission January 14, 2015 Madeline Fyten, applicant, stated she hopes to return a piece of history to downtown Stillwater by bringing back the St. Croix Brewing Company which was originally in downtown Stillwater. Todd Fyten, brewmaster, stated they are involved in historic brewing at Lake Superior and St. Paul. His family has been in the beer business since 1869. He purchased the St. Croix Brewery ten years ago and has been brewing it at other facilities. This could continue, allowing this site to be smaller . It would be used for cask -conditioned ales. Beer produced at the site would be sold at the site and offered to local restaurants. Chairman Kocon opened the public hearing. Richard Kilty, 118 West Oak Street and owner of 200 South Third Street, noted he had to purchase an adjacent lot to provide parking for his building. He feels there is not adequate parking. Commissioner Hade said he toured the building, one of the oldest structures in the City, and it needs a lot of work. He supports the proposal. Commissioner Collins noted the proposal is a great use of the property and a way to preserve it. Commissioner Lauer remarked the use would be great for the location; it would increase tourism. Chairman Kocon stated historic buildings need friends. The proposal would be a viable use. There will be parking issues but they will be less than with earlier uses of the building. Motion by Commissioner Hade, seconded by Commissioner Fletcher, to approve the Special Use Permits with the following conditions: 1. Exterior facade modifications, including signage, shall be reviewed and approved by the Heritage Preservation Commission. 2. All existing and future trash receptacles shall be stored inside the building at all times with the exception of the day of trash collection. 3. The Special Use Permit shall be valid for operations inside the structure only. Any food or beverage sales outside of the building shall require a Special Use Permit amendment prior to commencing. 4. Prior to the operating of the taproom, a municipal taproom license shall be obtained. 5. Plans and the use will need to be approved by the engineering, fire and building officials before the issuance of a building permit. 6. All changes to the approved plans will need to be reviewed and approved by the Community Development Director. Any major changes will need to go to the Planning Commission for review and approval. All in favor, 7-0. OTHER BUSINESS There was no other business. ADJOURNMENT Motion by Commissioner Collins, seconded by Commissioner Lauer, to adjourn the meeting at 9:00 p.m. All in favor, 7-0. Page 6 of 7 Planning Commission Respectfully Submitted, Julie Kink Recording Secretary January 14, 2015 Page 7 of 7 PLANNING COMMISSION MEETING DATE: February 11, 2014 CASE NO.: 2014-39 January 14, 2015: Planning Commission (tabled at developer's request) APPLICANT: Thad Rich, property owner REQUEST: 1) Rezoning to RA, One -Family Residential 2) Variances 3) Preliminary Plat approval of Richlind, an 8 lot residential subdivision at 13310 Boutwell Road COMPREHENSIVE PLAN: LDR, Low Density Residential REVIEWERS: Community Development Director, City Engineer, Fire Marshal, City Attorney, Middle St. Croix Watershed Management Organization PREPARED BY: Abbi Jo Wittman, City Planner BACKGROUND Thad Rich plans to develop 7.82 acres of land located at 13310 Boutwell Road, currently a single parcel containing one residence. A total of 8 lots, to be known as Richlind, are proposed; one new lot would contain the existing residence. All lots would access Boutwell Road via a single cul-de-sac road proposed to be named Richlind Ranch. SPECIFIC REQUEST In order to develop the property as proposed, Thad Rich has requested approval of the following: 1. Rezoning to RA, One -Family Residential. 2. Variances: a. To the 60' Wetland Buffer requirement for disturbance associated with the construction of the right-of-way. b. To the 60' Wetland Buffer requirement for disturbance associated with the installation of storm sewer improvements. c. To the 60' Wetland Buffer for the preexisting structure on lot 2 to be located 55' from a wetland. d. To the 20' structure setback from a Wetland Buffer for the preexisting structure on lot 2 to be located 55' from a wetland. e. To the 30' front yard setback area for lots 3-6 for a structure to be located 25' from the property line. f. To the 25' rear yard setback area for lot 7 for a structure to be located 10 ' from property line. g. To the 600' maximum cul-de-sac length for a 670' long cul-de-sac. 3. Preliminary Plat of Richlind, an 8 lot single family development. EVALUATION OF REQUEST I. ANNEXATION On January 6, 2015 the City Council approved a Resolution to annex all lands remaining in the Orderly Annexation Area, which the subject parcel is included in. Consideration of conceptual approval of annexation is no longer required. II. REZONING Mr. Rich is proposing to rezone the property to RA, One -Family Residential. The Comprehensive Plari s guided use for the property is Low Density Residential, for a total of 1 to 4.4 units per acre. The proposed rezoning is consistent with this future land use classification. III. VARIANCES The City of Stillwater has a joint powers agreement with the Middle St. Croix Watershed Management Organization (MSCWMO). As such, the City has adopted the MSCWMO's minimum buffer and structural setbacks from wetlands. Within the wetland buffer area, no development grading may occur. Wetland Type Minimum Buffer Width Minimum Structural Setback from Buffer Maintenance of un-mowed natural vegetation Principle and accessory structure location, measured from the upslope edge of the buffer. Preserve 60' 20' Maintain 30' 20' WETLAND BUFFER REQUEST A. Allow for a 5' variance to the Wetland 1 60' wetland buffer for disturbance associated with the construction of the right-of-way. B. Allow for a 55' variance to the Wetland 1 60' wetland buffer and a 35' variance to the Wetland 4 60' wetland buffer for disturbance associated with the installation of storm sewer improvements. CPC 2-11-15 (SUP/2014-40) 13310 Boutwell Road Page 2 of 9 C. Allow for a 5' variance to the 60' wetland buffer for the preexisting structure on lot 2 to be located 55' from a wetland. WETLAND BUFFER STRUCTURE SETBACK REQUEST D. Allow for a 20' variance to the 20' wetland buffer setback for the preexisting structure on lot 2 to be located 55' from a wetland. ZONING REGULATION REQUESTS E. Allow for a 5' variance to the 30' front yard setback for Lots 1, and 3-6 for future structures to be located 25' from the property line. F. Allow for a 15' variance to the 25' rear yard setback for Lot 7 for the future structure to be located 10' from the property line. G. Allow for a 557 square foot variance to the minim lot area for Lot 1. SUBDIVISION REGULATION REQUEST H. Allow for a 70' variance to the 600' maximum cul-de-sac length. ANALYSIS Section 31-208, Variances, indicates the Planning Commission may grant a variance, but only when all of the following conditions are found: 1. The variance is in harmony with the general purposes and intent of this chapter. The general purpose and intent of the Zoning Code is to regulate and restrict use of land for the protection of public health, safety and welfare. The Wetland Buffer and Structure Setback variances as well as the Zoning and Subdivision Regulation variances are in harmony with the general purpose and intent of the Zoning Code. 2. The variance is consistent with the comprehensive plan. The comprehensive plan encourages development that relates to the natural settings, and it is the City's implementation strategy to develop buffering plans as a strategy for environmental protection. The comprehensive plan stresses the preservation and protection of wetlands. As such, the City has entered into agreements with the WMOs and Watershed Districts to manage wetlands and wetland buffer areas. Comprehensive plan Chapter 3, Natural Resources, identifies this parcel as a Semi - Natural Area on Figure 3.1, Natural Features and Corridors. These are areas of land not subject to active use, but which are not dominated by vegetation native to Minnesota. The comprehensive plan indicates these areas can officer CPC 2-11-15 (SUP/2014-40) 13310 Boutwell Road Page 3 of 9 significant benefit for wildlife areas and for water quality protection, and often from important buffers around remnants of native habitat. While variances to the wetland buffer and associated structure setback are proposed, two of these variances are for a preexisting structure that was built prior to the adoption of the Comprehensive Plan and the Wetland Conservation Act. The variances for the infrastructure improvements minimize the impact to the wetlands, further supporting the comprehensive plan. Lastly, the zoning and subdivision regulation variances help support Conservation Design Subdivision principles encourage in the Comprehensive Plan. The thoughtful siting of homes, closer to a slightly longer street, enable the retention of larger areas of open space. 3. The applicant for the variance establishes that there are practical difficulties in complying with this chapter. "Practical difficulties," as use in connection with the granting of a variance, means that all of the following must be found to apply: i. The property owner proposes to use the land in a reasonable manner for a use permitted in the zone where the land is located, but the proposal is not permitted by other official controls; The property owner proposes developing the land in a reasonable manner. Alternatives designs have been considered; those designs create negative impacts to the natural environment in this location. ■ Wetland Buffer Request: the storm sewer improvements are reasonable, minimizing the impacts to the wetlands while creating a system to allowing for adequate drainage. The right-of-way variance allows for the construction of the road at the only accessible point from Boutwell Road to developable lands in the center of the parcel. These variances are reasonable. • Wetland Buffer Structure Setback Request: the variances are reasonable as the existing structure is allowed to remain and be maintained. No further building encroachment would occur. • Zoning Regulation Requests: o The front yard setback variances help ensure homes will be built further from the wetlands. While lot 1, a corner lot, would have a 25' front yard setback off of Boutwell Road, the structure will be situated 40' from the off street trail in this location. These variances are reasonable. o The rear yard setback variance for lot 7 is not reasonable as the rate control pond can be resized in a fashion where an additional 15' of rear yard could be added to the east side of this lot. CPC 2-11-15 (SUP/2014-40) 13310 Boutwell Road Page 4 of 9 o The minimum area variance for lot 1 is reasonable as the lot is significantly greater than the minimum 10,000 square feet. However 15,719 square feet of this (over) half acre lot is dedicated to wetlands and wetland buffers. The wetland buffer helps provide for a greater amount of yard space, preserving the intent of the minimum lot area regulation. ■ Subdivision Regulation Request: A 600' cul-de-sac restriction is to ensure no greater than 12 homes would need fire suppression service on this street. As no greater than 12 homes are proposed, a 70' extension on the cul-de-sac is reasonable. ii. The plight of the landowner is due to circumstances unique to the property and that are not created by the landowner; and • Wetland Buffer Request: The locations of Wetland 1 and Wetland 4 create a unique circumstance, blocking access to the property. The installation of right-of-way and storm sewer improvements in this area provide access to developable lands while creating a comprehensive drainage system for the site, utilizing natural wetlands as a part of the system. • Wetland Buffer Structure Setback Request: the structure has been on this property since prior to the developer's ownership as well as the Wetland Conservation Act adoption. ■ Zoning Regulation Requests: o The front yard setback variances are due to the location of the wetlands and the wetland buffer setback areas. o The rear yard setback variance for lot 7 is due to a circumstance created by the developer. This developable lot area could be shifted to the west. o The minimum lot area variance is due to the location of the wetlands, the wetland buffer setback area, and the structural setback from a wetland buffer as well as the preexisting home on lot 2. • Subdivision Regulation Request: The location of Wetlands 1 and 4 prohibit the development of a safe access to half of the parcels proposed to be created. The extension of the road allows for greater flexibility in design, minimizing the disturbance to the existing wetlands. iii. The variance, if granted, will not alter the essential character of the locality. The essential character of the locality will not be altered by granting the wetland buffer, wetland buffer structure setback and subdivision regulation variances. The essential character of the locality will not be altered by the granting of the front yard setback and minimum lot area variances. CPC 2-11-15 (SUP/2014-40) 13310 Boutwell Road Page 5 of 9 However, the essential character of the locality will be altered by the granting of the rear yard setback variance for lot 7 as it would situate a new structure significantly closer to the neighboring parcel than the existing structures today. Preservation of the 25' rear yard setback would maintain the largely wooded character along the east side of the property. Section 31-208 further indicates: • Economic considerations alone do not constitute practical difficulties. • A previous variance must not be considered to have set a precedent for the granting of further variances. Each case must be considered on its merits. IV. PRELIMINARY PLAT Lots Lots proposed conform to the minimum standards set forth for the proposed zoning district. Engineering and Streets City Engineer, Shawn Sanders, has reviewed the preliminary plat and offers the following comments: 1. This development shall be responsible for paying development impact fees. These fees shall be due prior to release of the final plat for recording with Washington County. 2. All of the stormwater infiltration ponds and basins must be privately maintained. A Home Owner's Association will be required as will associated maintenance documents that will have to be filed in chain of title. These must be submitted to the City for approval of form and content together with final plat application materials. 3. Conservation easements will be required for all wetlands and wetland buffer areas. Tree Preservation and Landscaping Less than 35% of the significant trees on site are planned for removal (28.7%). And, less than 50% of the vegetation crown cover would be removed (27.5%). Therefore, no tree replacement would be required by the zoning ordinance for this residential development. The subdivision ordinance requires three trees on average for every planned lot (City Code Ch. 32, Subd. 5 (13)(q)(1)), whether tree replacement is required by the zoning CPC 2-11-15 (SUP/2014-40) 13310 Boutwell Road Page 6 of 9 ordinance or not. So, a total of 24 trees would be required for the 8 requested lots in this preliminary plat. The developer has submitted a replanting plan depicting 24 trees on the property. City Code Sec 31-402, Subd 7 (q)(2)1 prohibits the removal of any trees greater than 6" DBH within the required buffer areas of wetlands. The proposed grading plan shows the removal of 6 trees from wetland buffers. These trees, however, are in the wetland buffer area proposed to be disturbed for right-of-way improvements, as requested in the variance section, above. Because there are oak trees on the site, care must be taken to prevent spread of oak wilt. Pruning and grading near any of the oak trees to be saved, especially the red oak, shall not occur between April15th and July 1st, unless a professional forester has prepared an oak impact plan that is approved by the City in advance of work on site. Park and Trail Dedication The Comprehensive Plari s park element shows no planned parks on or through the property. So, the contribution to the park system would likely have to be in the form of a fee, which would be $2,000 per lot. In terms of trails and sidewalks, sidewalks are not proposed in this development though a sidewalk should be located on, at least, one side of the right-of-way. The sidewalk should connect to the Boutwell Road North off street trail. The developer will be responsible for a $500 contribution per lot to the city's public trail system. The Park and Recreation Commission will review the plans on January 26, 2015. ALTERNATIVES AND RECOMMENDATION Regarding the variance requests, city staff recommends practical difficulty has been established for the following variance requests and would recommend approval of: 1. A 5' variance to the Wetland 1 60' wetland buffer for disturbance associated with the construction of the right-of-way. 2. A 55' variance to the Wetland 1 60' wetland buffer and a 35' variance to the Wetland 4 60' wetland buffer for disturbance associated with the installation of storm sewer improvements. 3. A 5' variance to the 60' wetland buffer for the preexisting structure on lot 2 to be located 55' from a wetland. 4. A 20' variance to the 20' wetland buffer setback for the preexisting structure on lot 2 to be located 55' from a wetland. 5. A 5' variance to the 30' front yard setback for Lots 1, and 3-6 for future structures to be located 25' from the property line. 6. A 557 square foot variance to the minim lot area for Lot 1. ' The need for this wetland buffer requirement to be met is triggered by Ch 31-522, Subd 3(a) CPC 2-11-15 (SUP/2014-40) 13310 Boutwell Road Page 7 of 9 7. A 70' variance to the 600' maximum cul-de-sac length. On the basis practical difficulty has not been established, city staff further recommends the denial of a 15' variance to the 25' rear yard setback for Lot 7 for the future structure to be located 10' from the property line. Regarding the preliminary plat, the Planning Commission has the following alternatives: 1. Recommend to the City Council approval, with or without conditions, of the preliminary plat and plans as submitted (which will include the variances). If the Commission would like to recommend approval, staff would recommend the following conditions: a. The site shall be developed in substantial conformance with the 1/30/2015 Preliminary Plat Resubmittal plan set on file with the Community Development Department, except as may be modified by the conditions herein or variances denied. b. The variances and rezoning will not take effect until the final plat is approved by the City Council. c. A total of 433 square feet of Wetland 1 and 544 square feet of Wetland 4 are recognized as a di minimus. No wetland fill shall occur. d. Storm ponds should be designed to reflect the new rainfall data from National Weather Service Atlas 14. e. The amended Preliminary Plat shall be reviewed by the Middle St. Croix Watershed Management Organization prior to the submittal of the Preliminary Plat to the City Council. WMO recommended conditions will be incorporated by reference into this approval. f. All electrical and communications utility lines shall be buried. This shall be specified in the plans submitted for final plat approval. g. All of the stormwater infiltration ponds and basins must be privately maintained. A Home Owner's Association will be required, as will associated maintenance documents that will have to be filed in chain of title. These must be submitted to the City for approval of form and content together with final plat application materials. h. Civil engineering plans submitted with final plat application materials must be consistent with the City Engineer comments found in this report, and the plans must be found satisfactory to the City Engineer. i. Conservation easements for all Lots will be required to be filed with the final plat for all wetlands and wetland buffer areas. These must be submitted to the City for approval of form and content together with final plat application materials. j. Home Owner's Association documents including stormwater facilities maintenance must be submitted with final plat application for approval CPC 2-11-15 (SUP/2014-40) 13310 Boutwell Road Page 8 of 9 by the City. When approved by the City, they must be filed together with the final plat. k. This development will be responsible for paying $2,500 per lot to the City for park and trail dedication fees. These fees may be reduced by crediting trail construction costs if found acceptable to the Park Commission and City Council and thereafter included in the Development Agreement associated with this plat. These fees will be due prior to release of the final plat from the City for recording with Washington County. 1. This development shall be responsible for paying 2015 development impact fees including the Transportation Adequacy/Mitigation Fee, the AUAR fee and trunk sewer and water fees. These fees shall be due prior to release of the final plat for recording with Washington County. m. Pruning and grading near any of the oak trees to be saved, especially the red oak, shall not occur between April 15th and July 1st, unless a professional forester has prepared an oak impact plan that is approved by the City in advance of work on site. 2. Recommend to the City Council denial of the preliminary plat. If the Commission recommends denial, the Commission must state reasons for the denial. 3. Table the preliminary plat, requesting updates plans. Staff recommends the Commission recommend approval of the Preliminary Plat with the aforementioned conditions. ATTACHMENTS Site Location Map Watershed District Map Development Narrative Development Plans CPC 2-11-15 (SUP/2014-40) 13310 Boutwell Road Page 9 of 9 The Birthplace of Minnesota 13310 Boutwell Road SITE LOCATION s 0 80 160 320 Feet COUNTY ROAD 64 80TH 77TH STREET NORTH 7 5 T H S T R E E T N O R T H EBEN COURTC S A H 1 5 E B E N W A Y E B E N C O U R T GREENEBEN E B E N C O U R T R O A D R E U N I O N S T A P L E S P L WAYGADIENT S A W Y E R P L A C E D E L A N O W A Y D E L A N O C O U R T BERGMANN DR D R I V E B E R G M A N N T I M B E R W A Y T R A I L JUDD DDUJ T AR I L C S A H 1 5 C S A H 1 5 C S A H 1 5 P L A C E S T A L O C H 62ND STREET NORTH SETTLERS AVEGREEN M C D O U G A L BARONS WAY R O A D R E U N I O N I L O W A YBOULEVARD L E G E N D A V E N U E S E T T L E R S DELANO DR . R O A D R U T H E R F O R D R U T H E R F O R D B L V D . P I O N E E R ROAD P L A C E R U T H E R F O R D GREENFIELDSSUMMER PI O N E E R P L A C E PLACEPIONEER LIB E R T Y PARKWAY GREENFARM HILL W A Y H O M E W A R D AVE HERITAGE W A Y H O M E W A R D S T R E E T NORTH M E L VIL L E COURT NORTH 75TH STREET NORTH C S A H 1 2 C S A H 1 5 S C H O O L H O U S E C I R C L E P A R K W A Y PIONEER HERITAGE CT H E R I T A G E C T GREENHOMESTEAD GREENKINSHIP LIBERTY A D E L I N E TRAIL N E W M A N T R A I L N E W M A N HERITAGE CTAVENUE G R E E N L I B E R T Y P L A C EHARVESTGREENCOUNTRYROAD TENDINGGREEN PLANTINGGREEN C O U N T R Y S E T T L E R 'S W A Y E N G L A N D PLACE S E T T L E R 'S W A Y LIBERTY P A R K W A Y T A L L P I N E T R A I L TRAIL/PARKUSER PARKING LIBERTY AVENUE M A N N I N G A V E N U E M A N N I N G A V E N U E M A N N I N G A V E N U E M A R Y L A N E A V E N U E N O R T H MCKUSICK ROAD NORTHCOUNTY ROAD 64 M A N N I N G A V E N U E N O R T H C S A H 1 5 C S A H 1 5 NORTHSTREET80TH 7 7 T H M A N N I N G A V E N U E N O R T H C S A H 1 5 C S A H 1 5 77TH STREET C O U R T N O R T H 87TH ST NO 8 7 T H S T C S A H 1 5 M A N N I N G A V E N U E N O R T H C I R C L E N O M A N N I N G A V E N U E N O R T H N O R T H F O U R T H S T R E E T N O R T H T H I R D S T R E E T N O R T H S E C O N D S T R E E T L A U R E L S T R E E T N O R T H E V E R E T T S T R E E T S T A T E H W Y 9 5C O U N T Y BOUTWELL ROAD NORTH L A N E T U E N G E D R I V E O X B O R O A V E N U E N O R T H O R E N A V E N U E N O R T H C S A H 2 4 S O U T H H O L C O M B E S T R E E T S T A G E C O A C H T R A I L N O R T H P E A B O D Y A V E N U E N O R T H C S A H 2 3 S T A T E H I G H W A Y 9 5 N O R T H W E S T E R N A V E N U E STATE HIGHWAY 36 60TH STREET NORTHSTATE HIGHWAY 36 WEST FRONTAGE ROAD 60TH STREET NORTH STATE HI GHWAY 3 6 60TH STREET NORTH STATE HIGHWAY 36 WEST FRONTAGE ROAD 60TH STREET NORTH 60TH STREET NORTH STATE HIGHWAY 36 P A N A M A A V E S T A T E H I G H W A YPAUL 60TH STREET NORTH STATE HIGHWAY 36 60TH STREET NORTH 60TH STREET NORTH A V E N U E P E L L E R WEST RICE STREET WEST OAK STREET WEST WILLARD STREET WEST PINE STREET N O R T H H A R R I E T S T R E E T WEST ABBOTT STREET SHELTON DRIVE DRIVE WEST ORLEANS STREET H A R R I E T WEST ANDERSON STREET WEST CHURCHILL STREET S O U T H G R E E L E Y S T R E E T S O U T H M A R T H A S T R E E T S T I L L W A T E R B O U L E V A R D N O R T H C O U R T CROIXWOOD N I G H T I N G A L E B O U L E V A R D N O R T H L A N D A V E N U E W A S H IN G T O N SADDLE CTB R E W E R S L N LANEBREWERS DRIVE LONG LAKE C O U R T NIGHTINGALE NORTH STREET 62ND WILDPINES LANE L A N E P A R K W O O D P A R K W O O D HIDDEN SUNRISE COURT V A L L E Y H I D D E N LANE VALLEY S U N R I S E COUNTRYSIDE CT L A N E S U N R I S E A V E N U E P I N E H U R S T STREET C O T T A G E D R I V E COTTAGE DRIVE HIDDEN V A L L E Y L A N E E V E R G R E E N C O U R T K N O L L W O O D C O U R T BOULEVARD WEST ORLEANS STREET CURVE CREST BOULEVARD TOWER DRIVE W A S H I N G T O N S T I L L W A T E R B O U L E V A R D N O R T H C S A H 5 M A R K E T D R I V E M A R K E T D R I V E CURVE CREST B L V D C S A H 5 S T I L L W A T E R B O U L E V A R D N O R T H A U T U M N WAY W I L D C R E S T L A N E I C E R O S E L A N E L A N E W O O D R I D G E M A R I N E C I R C L EMARINECIRCLE N O R T H L A N D C T N O R T H L A N D A V E N U E G R E E N M E A D O W C T H I L L S I D E N I G H T I N G A L E C S A H 5 H I D D E N N I G H T I N G A L E B O U L E V A R D B L V D H I D D E N V A L L E Y L A N E S U N R I S E A V E N U E S T I L L W A T E R B L V D N O R T H V A L L E Y L N COURT R A I N B O W O R L E A N S C T VICTORIA COURTWESTRIDGE C I R C L E E A S T R I D G E C O U R TSHELTON DRIVE M O R N I N G S I D E R O A D L I N S O N C I R WEST ORLEANS STREET S O U T H G R E E L E Y S T R E E T E V E R E T T CURVE C R E S T B L V D WEST ANDERSON ST S O U T H E V E R E T T S T R E E T S O U T H E V E R E T T S T R E E T S O U T H G R E E L E Y S T R E E T S G R E E L E Y S T C O U N T Y R O A D 6 6 C O U N T Y R O A D 6 6 LAKE STREET HANCOCK STREET P I N E T R E E TRAIL DRIVING PARK R O A D SURREY L A N E P A D D O C K C I R C L E DRIVING PARK R O A D B E N S O N B O U L E V A R D E A S T WEST ORLEANS STREET L Y DIA CIR C L E GIL B E R T C T B E N S O N B L V D W E S T H I G H L A N D R O A D HIGHLAND C T H I G H L A N D R O A D B E N S O N B O U L E V A R D W E S T C U R V E C R E S T B O U L E V A R D TOWER DRIVE A V E N U E A V E N U E N O R T H W E S T E R N A V E N U E I N D U S T R I A L B O U L E V A R D I N D U S T R I A L B L V D W E S T O R L E A N S S T TROTTER CT T E R R A C E BOULEVARD CROIXWOOD A V E N U E E D G E W O O D DRIFTWOOD LANE C S A H 5 O A K R I D G E B O U T W E L L C O U R T MALLARDCOURT W I L D W O O D C T INTERLACHEN WAY COURT P I N E R I D G E L A N E B A Y B E R R Y AVENUE INTERLACHEN DRIVE A V E N U E M A R Y K N O L L LANE C O T T O N W O O D D R I V E B A Y B E R R Y H A W T H O R N E C O U R T INTERLACHEN DRIVE E D G E W O O D OAK RIDGE A V E N U E COURT DRIVE CT R O A D ROAD P L A C E L A N E D R I V E F A I R M E A D O W S OAK RIDGE D A R R E L L L A U R I E H A N S O N R O A D D U N D E E CRESTW OOD F A I R M E A D O W S L A U R I E C O U R T D A R R E L L C TM A R Y K N O L L D R I V E CSAH 12 CSAH 12 STREET NORTH B O U T W E L L P L A C E INTERLACHEN W A Y I N T E R L A C H E N W A Y BAYBERRYA V E B A Y B E R R Y C O U R T A V E WEST MYRTLE STREET B O U T W E L L R O A D N O R T H 75TH M I N A R M I N A R A V E N O M I N A R A V E N U E N O R T H C S A H 1 2 STREET NORTH 7 2 N D MID O A K S A V E N U E N O R T H A V E N U E N O R T H L A N D I N T E R L A C H E N C T A V E N U E A V E N U E N O R T H L A N D F A I R L A W N N O R T H L A N D CROIXWOOD PLACE SKYVIEW COURT L A N E F A I R L A W N E D G E W O O D INTERLACHEN DRIVE T A M A R A C K C O U R T CROIXWOOD BOULEVARD A V E N U E STREET C E N T E R STREETNORTH C E N T E R S T S T R E E T S O U T H S O U T H C E N T E R S T R E E T WEST WILLARD STREET WEST PINE STREET M E A D O W L A R K D R S H E R B U R N E S T R E E T S O U T H S H E R B U R N E S T R E E T S O U T H O W E N S S T R E E T N O R T H O W E N S S T R E E T N O R T H O W E N S S T R E E T S O U T H G R E E L E Y S T R E E T N O R T H G R E E L E Y S T R E E T N O R T H G R E E L E Y S T R E E T S O U T H W I L L I A M S T R E E T N O R T H W I L L I A M S T R E E T N O R T H W I L L I A M S T S O U T H M A R T H A S T R E E T N O R T H M A R T H A S T R E E T N O R T H E V E R E T T S T R E E T WEST LAUREL STREET CHERRY STREET WEST MULBERRY NORTH STREET WEST RICE STREET WEST MYRTLE STREET WEST WEST RAMSEY STREET WEST OLIVE ST WEST OLIVE WEST OAK STREET WEST OAK STREET WEST RICE ST N O R T H S H E R B U R N E S T R E E T ROAD 64 WEST STREET LINDEN STREET C S A H 12 C S A H 5 C S A H 5 C S A H 5 S S T O W E N L A K E D R I V E P I N E T R E E T R A I L MYRTLE RAMSEYBRICK G R O V E E A G L E R I D G E T R A I L S McK U SICK LN MEADOWLARK DRIVE R O B I N L A N E LINDENWEST E C H O E C H O L A N E L O O K O U T S T SUNNYSLOPE LANE D R I V E LOOKOUT STREET B I R C H W O O D L A N E D E E R P A T H DEER D E E R P A T H P A T H C O U R T C S A H 5 PLACE ROAD C S A H WILLARD WEST STREET WEST OAK ST OAK STREET WEST PINE WEST WEST OLIVE STREET CSAH 5 S O U T H S T R E E T S T R E E T S O U T H S O U T H B R I C K S T R E E T S O U T H G R O V E S T R E E T WEST S T R E E T H E M L O C K S O U T H S O U T H S E E L E Y S T R E E T T R E E P I N E T R A I L S O A K E S S T S W E S T S T S O A K E S S T WEST PIN E T R E E T R A I L CSAH 12 CSAH 12 WEST MYRTLE STREET 5 M Y R T L E W O O D C O U R T STREET STERLING WAY ALLEY S O U T H H O L C O M B E S T R E E T S O U T H S E V E N T H S T R E E T A V E N U E UPPER 61ST ST N STREET S T A T E H I G H W A Y 9 5 S T A T E H I G H W A Y 3 6 64TH STREET NORTH 63RD STREET NORTH 62ND STREET UPPER 63RD STREET NORTH B E A C H R O A D P A R I S A V E N U E N O R T H E. HUDSON STREET NORTH HUBERTSTREET STATE HIG H W AY S 36 & 95 C S A H 2 3 61ST A V E N U E N O R T H L O O K O U T T R A I L N O R T H L O O K O U T T R A I L N O R T H S T A T E H I G H W A Y 3 6 P E A B O D Y A V E N UPPER 61ST STREET NORTH P A R I S A V E N U E P A N A M A A V E N U E N O R T H O Z A R K A V E N P E A C A N A V E N U E N O R T H S E C O N D A V E S HIL L C R E S T D RIV E T H I R D STREETORLEANS M A I N S T R E E T T R A I L L O O K O U T N O R T H A V E N U E S O U T H S T A T E H I G H W A Y S 3 6 & 9 5 T H I R D A V E N U E S O U T H STREET EAST ORLEANS STREET EASTNORTHSTREET65THC S A H 23 N O R T H F O U R T H A V E N U E S O U T H F O U R T H A V E N U E S O U T H S O U T H A V E N U E F I F T H A V E N U E S O U T H EAST ST LOUIS STREET F I F T H S I X T H A V E N U E S O U T H EAST BURLINGTON STREET STREETDUBUQUEEASTSIXTHFIRST S O U T H S T R E E T F I R S T S O U T H D R I V E S O U T H H A R R I E T S T R E E T OREN AVE CRT N S O U T H H A R R I E T S T R E E T WEST CHURCHILL STREET WEST HANCOCK STREET 63RD STREET NORTH O S G O O D A V E N U E N O R T H ST CROIX STREET WEST ORLEANS STREET 62ND STREET NORTH O S G O O D A V E N U E N O R T H C S A H 2 4 O X B O R O A V E N MILLARD STREET M E R I D I A N S T O S M A N A V E N U E N O R T H C S A H 24 65TH STREET NORTH S O U T H S I X T H S T R E E T S O U T H S I X T H S O U T H F I F T H S T R E E T S O U T H F I F T H WEST MARSH STREET EAST C S A H 2 3 EAST S O U T H F O U R T H S T R E E T S O U T H F O U R T H S O U T H T H I R D S T R E E T S O U T H T H I R D S T R E E T S O U T H S E C O N D S T R E E T S O U T H S E C O N D EAST CHURCHILL STREET EAST HANCOCK STREET 62ND STREET NORTH 64TH ST N MARSH BURLINGTON STREET 3 6 N O R T H NORTH S T C R O IX T R AIL N O R T H E L O C U S T S T I N T E R S T A T E H I G H W A Y B R I D G E S O U T H M A I N S T R E E T S T A T E H I G H W A Y S 9 5 & 3 6 S O U T H S T R E E T W E S T M Y R T L E S T R E E T E A S T M Y R T L E S T R E E T E A S T C H E S T N U T S T WEST WILLARD STREET W E S T L O C U S T S T R E E T S O U T H T H I R D S T R E E T E A S T P I N E S T R E E T S O U T H S E C O N D S T R E E T S O U T H F I F I T H S T R E E T S O U T H S I X T H S T S O U T H S E C O N D S T R E E T S O U T H F I F T H S T R E E T S O U T H S I X T H S T R E E T W E S T C H E S T N U T S T R E E T W E S T M U L B E R R Y S T R E E T W E S T L I N D E N S T R E E T W E S T E A S T C H E R R Y S T R E E T W E S T W E S T P I N E S T R E E T O L I V E S T R E E T S T A T E H W Y 9 5 S T A T E H I G H W A Y S 9 5 & 3 6 S O U T H H A R R I E T S T R E E T S O U T H H A R R I E T S T R E E T S O U T H H O L C O M B E S T R E E T S T R E E T STREET C S A H 2 3 N E L S O N S T SOUTH S O M A I N S T N O R T H M A I N S T R E E T S O U T H W A T E R S T R E E T A L L E Y C O M M E R C I A L A V E N U E N O R T H W A T E R S T R E E T S O U N I O N S T R A M S E Y S T W E S T W A L N U T S T R E E T A L L E Y E A S T L I N D E N S T R E E T E A S T M U L B E R R Y S T R E E T A L L E Y N O R T H T H I R D S T R E E T C S A H 2 3 S O U T H F O U R T H S T R E E T C S A H 2 3 B U R L I N G T O N N O R T H E R N R A I L R O A D B U R L I N G T O N W E S T C H E R R Y N O R T H F I F T H S T R E E T J E A N N I E S T R E E T U N I O N A L L E Y N E L S O N A L L E Y M Y R T L E S T R E E T H O L C O M B E S T N O R T H W A T E R S T S T R E E T S T R E E T W E S T O A K S T R E E T E O L I V E S T C S A H 2 3 E A S T W A L N U T S T R E E T S T A T E H W Y 3 6 N E L S O N S T R E E T MAIN STREETS O U T H B R O A D W A Y S T R E E T EAST WILLARD STREET S T R E E T S T R E E T WEST HICKORY STREET STREET STREET AVENUE AVENUE STREET R O A D ST O N E B RID G E T R AIL N O R T H MCKUSICK ROAD L E C U Y E R C I R MCKUSICK MCKUSICK ROAD COUNTY ROAD 64 EAGLE RIDGE TRAIL L E C U Y E RLECUYER E A G L E R I D G EEAGLE R I D G E C O U R T E A G L E R I D G E T H O R E N E P L A C E DRIVE V A N T A S S E L C O U R T N E A L A V E N U E N O R T H TASSEL VAN C R E S E N T C I R C L E C O U R T DRIVE EAGLE N E A L A V E N U E N O R T H WALNUT CREEK DRIVE TRAIL EAGLE T R A I L E A G L E R I D G E P L A C E RIDGE EAGLE RIDGE LANE RIDGE BOUTWELL ROAD NORTH N E W B E R R Y C O U R T N O R T H WILDWOOD L A N E NORTH MCKUSICK ROAD NORTH M O R G A N A V E N U E N O R T H STREET CREEKSIDE C I R C L E C R E E K C R E E K S I D E C R O S S I N G CT MINAR LANE NORTH N O R T H A V E N U E N O R T H M I N A R BOUTWELL ROAD NORTH S I D E EAGLE RIDGE TR N E A L A V E N U E N O R T H COURT KALLIE T R A I L O L D S T O N E B R I D G ETRAIL HICKORY STREET N O R T H ELM STREET WEST MAPLE STREET WEST ELM STREET WEST ASPEN STREET N O R T H M A R T H A S T R E E T E V E R E T T S T R E E T WEST N O R T H N O R T H W I L L I A M S T R E E T O W E N S S T R E E T C S A H 5 C S A H 5 WEST M E A D O W V I E W D R WEST SYCAMORE STREETSYCAMORESTREET N O R T H C E N T E R S T R E E T WEST AVENUE WEST A V E N U EST WEST N O R T H O W E N S S T R E E T CROIX C S A H 5 WEST ST CROIX AVENUE N O R T H C A R N E L I A N S T R E E T STILLWATER N O R T H W I L L I A M S T R E E T M I N N E S O T A S T POPLAR STREETWEST WEST WEST STILLWATERWEST N O R T H M A R T H A S T R E E T WILKINS WEST MOORE SYCAMORE ST CROIX M C K U S I C K R O A D D RIV E JO H N S O N AM U NDSO N L A N E AMUNDSON PL AMUNDSON A M U N D S O N D R I V E AMUNDSON COURT CIRCLE A M U N D S O N D R I V E COUNTY ROAD 64 C O U N T Y R O A D 6 4 C S A H 5 N O R T H L A N E ROAD MCKUSICK DALLAGER COURT C I R C L E TOWNE COUNTY ROAD 64 M C K U S I C K R O A D A M U N D S O N D R I V E A M U N D S O N D R I V E FISCHER CIRCLE G R E E N T W I G W A Y S T O N E B RID G E T R AIL N O R T H O L D S T O N E B R I D G E WEST ST. CROIX AVENUE N E A L A V E N U E N O R T H H E I F O R T C O U R T O A K G L E N T R A I L OAK GLEN LANE SWENSON STREET DRIVE O A K G L E N T R A I L O A K G L E N T R A I L O A K G L E N D R I V E O A K G L E N D R I V E OAK GLEN CT O A K G L E N OAK GLEN O A K G L E N P L C I R C L E CRESCENT GLEN OAK N E A L A V E N U E N O R T H C O U R T O A K H I L L HAZEL STREET H A Z E L C O U R T D E L L W O O D R O A D N O R T H S T A T E HI GHWAY A V E N U E N O R T H JOHNSON J O H N S O N D R I V E COURT DELLWOOD ROAD NORTH N O R E L L A V E N U E N O R T H S T O N E B R I D G E T R A I L N O R T H C O R D 5 5 C S A H 5 C S A H 5 C S A H 5 STATE HIGHWAY 96 OAKHILL COURT NORTH N O R T H F I F T H S T N O R T H F O U R T H S T R E E T N B R O A D W A Y S T WEST ASPEN STREET EAST ASPEN STREET N O R T H T H I R D N O R T H S E C O N D WEST ELM STREET EAST ELM STREET N O R T H F I R S T S T R E E T N O R T H B R O A D W A Y S T S C H O O L S T R E E T E A S T L A U R E L S T R E E T S T R E E T M A P L E S T R E E TNORTH F I F T H S T R E E T N O R T H M A I N S T R E E T S T A T E H W Y 9 5 R A I L R O A D N O R T H E R NWEST F O U R T H S T R E E T N O R T H S T R E E T R I V E R V I E W POPLAR STREETWEST N O R T H S E C O N D S T R E E T N O R T H F I R S T RIVER HEIGHTS DRIVE E POPLAR STREET RIDGE LANE DRIVE E SYCAMORE STEAST SYCAMORE ST D R I V E EAST ST CROIX AVENUE WEST STILLWATER AVE EAST STILLWATER AVENUE WEST WILKINS STREET EAST WILKINS STREET N O R T H B R O A D W A Y T H I R D S T R E E T N O R T H F O U R T H S T R E E T N O R T H S E C O N D S T R E E T N O R T H F I R S T S T R E E T N O R T H M A I N S T S T A T E H W Y 9 5 N O R T H S T R E E T 9 5 H W Y S T A T E S T R E E T N O R T H M A I N N O R T H A L L E Y 96 DELLWOOD ROAD NORTH STATE HIGHWAY96 O R W E L L COURT N O R W E L L C O U R T N F AIR Y F A L L S R O A D C S A H 1 1 C S A H 1 1 N T H I R D S T S E C O N D S T R E E T L A K E S T R E E T EAST ALDER STW ALDER ST N B R O A D W A Y S T 9 5 H W Y EAST WILLOW EAST HAZEL STREET E ALDER ST S C H U L E N B U R G A L L E Y D R I V E L A K E S I D E D R I V E L A K E S I D E STREET EAST HAZEL ST H W Y 9 5 S T A T E B O O M R O A D N O R T H F I R S T S T R E E T P O N D V I E W L A N E LANE ABERCROMBIE W E B S T E R C O U R T M A C E Y W A Y MACEY WAY M O RG A N Av e N N E N A NE N A C T . D R I V E M A C E Y C T C U R V E C R E S T B O U L E V A R D N W I L L I A M S AT W O O D C I R A B E R C R O M B I E L A N E A T W O O D L A N E ATWOODLANE M A C E Y W A A Y L I B E R T Y C T WILLARD S A M B L O O M E R W A Y PINE HALLO W GRNPINE H A L L O W P L NEW QUARRY LN R I V E R C R E S T L N A T W O O D C T R I C K Y L A N E R I C K Y L A N E WHITE PINE WAY WHITE PINE WAY L A N E C O U R T L O W E L L CIR C LE C I R C L E LANE C I R C L E WAY PINE P R I V . D R . 9 P R I V . D R . 1 5 P R I V . D R . 1 4 P R I V . D R . 1 3 P R I V . D R . 1 2 PRIV. DR. 11 PRIV. DR. 10 P R I V . D R . 9 P R I V . D R . 8 P R I V . D R . 7 P R I V . D R . 6 P R I V . D R . 5 P R I V . D R .1 PRIV. DR. 4 PRIV. DR. 3 PRIV. DR. 2 M IL L B R O O K M I L L B R O O K W H I T E L O W E L L C O U R T WH I T E P I N E MILLBROOK WHITE PINE WAY M A U R E E N M AU R EE N WAY 3 3 7 5 1124 1 2 7 0 3 3 2 8 1 4 7 470 12323 12345 12360 12300 3 4 3 9 3 3 2 5 345 385 419 423 35263532 5 6 5 12054 5 6 4 3 5 2 1 535 545 5 6 5550673 540657 530641 352735333539 3 5 4 3 3 5 4 9 3 6 0 5 3 6 1 5 3 6 2 5 3 6 3 5 3 6 4 536553665 3675 674 662 650638 1012 1024 1032 1036 10421048 1054 1060 1066 1072 1 0 7 8 3393 3 3 8 9 3 3 8 3 3 3 9 0 3 3 8 4 1210 1220 1230 1240 1250 1 2 6 0 12239 6713 3 4 5 1 3 4 8 9 3 4 5 4 3 4 9 0 3 4 6 3 3 4 3 6 3 4 6 0 5 1 5 5 5 3542548 5 5 93520525520625626 614 3 3 2 0 3 3 1 2 1 4 1135129121 594 5 8 8 5 8 2 5 7 6 5 6 8602 3680 3660 3 6 4 0 3 6 2 0 3 6 0 0 3520 500 3484 5 1 8 512 506 490 5 3 9535 5 3 1 3 4 9 5 3 4 7 5 3 4 5 5 3 4 3 5 3 4 1 5 6 1 4 6 2 0 5 4 3 547 5 1 2 5 1 8 5 2 4 5 3 0 5 3 6 3 6 0 5 3 6 1 5 36253645 3665 3 6 8 5 12092 7671 3 3 2 1 3 3 1 7 3 3 1 3 3 3 0 92 7 0 2 7 3 325 390370350330310 431 445 457 469 481488 476 464 3493 440 428 416 404 8483 12123 8455 1 2 3 0 1 8233 8313 8393 8401 8355 8335 122111212112055 7865 7837 7789 1 2 1 9 11216712123 1 2 0 9 7 1 2 0 7 7 1 2 2 6 012230122001217012140 1 2 1 1 0 12090 12030 12050 12054 1 2 2 2 0 1 2 2 1 3 12424 7680 1 6 2 4555431 1 6 2 8 1636 3 3 2 3 3 4 4 2 4 5 0 2 5 1 6 2 1 8222318 3 2 0 1 1 3 518 1 1 4 5 0 4 1 4 4 5 014130 1 9 4 0 928 1451 920 1611-1629 206 212 1005 2306643 659 732 2 6 2 8 2 6 3 4 2 6 4 02646631 713 804636 824 683 667 1798 1144 1148 1156 1100 1108 1116 1124 1 0 0 9 955 1001 1031 1023 1019 938 926 932 8 6 6872 878 884 908 854 900 870 2 4 3 52499 2 4 9 6 2 4 7 2 2 4 5 0 2 4 2 4 2 5 0 1 677 689 699 688 2 5 1 1 673 656 674 696 1017 1 0 1 0 2633 2641 2601 2609 2617 675 687 2550 Outlot 1035104110471 0 5 3 1 0 5 9 1 0 6 5 1 0 7 1 1 0 7 7 1 0 8 3 1 0 8 9 3 3 8 6 3 3 7 4 3 3 6 2 3 3 5 0 3 3 3 8 3 3 2 6 3 3 1 4 3 3 0 2 1072 1066 1058 1048 1036 1024 3 2 7 2 3 2 4 8 3 2 2 4 1 0 6 0 1 0 6 8 1 0 7 6 1 0 8 4 1 0 9 2 3 3 8 1 3 3 6 7 3 3 7 6 3 3 6 8 1116 1108 3 2 0 0 3 1 9 0 3 1 8 0 3 1 7 0 3 1 6 0 3150 3155 10251035 3145 1045 3135 1055 3125 1075 3140 3130 3 2 2 0 3 2 3 0 3240 3250 32603270 3 2 8 03290 3110 3120 32853295 32351235 1225 1215 1205 1165 1155 1145 1135 1125 1115 1105 1110112011301140115011601170 12101220 1230 1240 1 2 8 0 3 3 4 5 3 3 3 5 3 3 2 5 3 3 1 5 3 3 0 5 1165 1133 1172 12610 12680 Outlot 12525 12563 12601 12677 12727 1 2 7 3 0 12811 11251124 2 8 0 5 Park Park 1025 1 0 2 0 1 0 3 0 1100 1032 1026 1018 12011117 1111 1103 1035 1027 1116 1110 1102 1034 1026 30093017 3025 3033 3041 3034 3026 3018 297829702962 2954 2 9 3 029382946 2922 1018 1010 1002 3001 2929 2921 2913 2907 2901 1019 1011 2 8 7 1 28 6 3 2 8 5 5 2 8 4 7 2 8 3 9 2 8 3 1 2 8 2 3 2 8 1 5 2 8 0 7 1014 1008 954948942 936 918924 930 2869 28 6 1 2 8 5 3 2 8 4 5 2 8 3 7 2 8 2 9 2 8 7 7 2870 2 8 6 2 2 8 5 4 2 8 4 6 2 8 3 8 2 8 3 0 2 8 2 1 2 8 2 2 2 8 1 3 2 8 1 4 2 8 0 6 29 1 6 2908 2 9 0 0 2 8 1 2 2 8 2 0 2 8 2 8 2 8 3 6 2 8 4 4 2 8 5 2 2 8 0 4 2 8 6 02 8 6 8 2 8 2 7 2 8 1 1 2 8 1 92 8 3 5 2 8 4 3 2 8 5 1 2 8 0 3 2 8 5 9 2 8 1 0 2 8 1 8 2 8 2 6 2 8 3 4 2 8 4 2 2 8 5 0 2 8 5 8 725 733 2 8 6 6 805 815 825 2 8 7 6832 824 816 808 800 764 756 748 740 655 2802 2625 2652 2653 2 6 2 9 2 6 3 5 2 6 4 1 2647 2 6 3 02624 2618 26062612 2600 2636 2642 2648 2654 2660 2666 2672 1019 1013 1007 1001 927 915 921 909 901 819 813 807 801 719 713 707 701 6001 1620 1674 1732 1754 1776 26016490 1164 6322 O u t l o t 1801 11251132 2600 845 1000 2800 1101 1109 1117 1024947 939 1016 1008 1015 1011 1007 919 913 907 901 855 1000 2649 2657 2665 920 8 8 8 8 9 6 914 2 5 4 1 2 5 4 9 2 5 3 3 2 5 2 5 2 5 1 7 2 5 0 9 8 6 0 848 2 4 8 3 2 4 6 7 2 4 5 1 2 4 1 9 697 685 672 686 2 5 0 02510 2 5 2 0 2 5 3 0 2521 2540 676 2021 965 949 933 917 9 0 1 90 6 922 9383320 3 3 4 43 4 1 3 3 4 1 6 3 4 1 5 3 4 1 2 8 7 5 8 9 1 3 3 7 4 3 3 5 0 3326 3 3 3 7 3 3 6 1 3 3 8 5 2 8 9 0 2 8 7 8 2 8 6 6 2 8 5 4 2 8 4 2 2830 2818 2 8 0 628112823 2 8 3 5 2873 2 8 8 5 2300 911 2300 1 3 0 2 -1 3 4 6 1 4 0 4 -1 4 4 8 1 5 0 2 -1 5 4 6 2 3 0 1 -2 3 4 5 2 3 4 9 -2 3 4 3 2400 2 3 6 6 2 3 8 8 2 3 6 7 2357 2337 2327 2317 230723186512342 2330 1776 1386 1300 1110-1242 1845 1376 1431 1 4 0 7 1281 2050 1750 1 2 0 01570-1240 1 3 7 0 1375 1770 1300 1 3 3 0 1 3 6 0 2225 1650 1754- 1946 2100 2159 1800 1 3 9 01460 2001-2011 1 5 5 5 1 5 4 9 1 5 4 3 1 5 3 7 1 5 3 11572 2020 1931-1901 2000 1876 1826 1700 1701 1826 1850 1500 14351745 1809 1815 1835 2000 1990 1840 1730 1301 1573156415551554 1851-1901 1675 1725 1715 1970 8 7 3877 6740 2289 1 4 0 0 -1 5 0 5 903 873 2 3 8 7 2 3 7 7 23472372 2354 635 1 0 3 3 1 0 3 4 8 5 7 8 6 1869 8 6 5 853 849 8 3 3837 8 1 7821 8 0 1 8 0 5 845841 829825 8 1 3809 810 806 1 5 7 9 1 5 7 3 1 5 6 7 1 5 6 1 1525 1519 1513 1507 1501 1451 1441 1401 1337 1325 131313011288 1 5 2 4 1 5 3 2 1 5 4 0 1 5 4 8 1 5 5 6 1516 1508 1500 1460 1430 13 3 9 1321 1311 1 4 0 11411 1419 1531 1517 1503 1467 1451 1 2 6 5 1 2 5 7 1 2 4 9 1 2 4 1 1 2 3 3 1 2 2 51217 1 2 0 9 1 2 7 3 1 3 2 4 1 3 0 0 1 3 0 8 1 3 1 4 1 3 2 4 1 3 3 6 1 4 0 0 1 4 1 0 1 4 2 01419 1403 1 2 8 0 1 2 7 2 1 2 6 4 1 2 5 6 1 2 4 8 1 2 4 0 1 2 3 2 1 2 2 4 1 2 1 6 1 2 0 81342 1 3 5 0 1 3 5 8 1 3 6 6 1 3 7 4 1 3 8 2 1 3 9 0 1 3 9 8 1 4 0 2 1 4 1 8 1 4 3 4 1450 1466 1502 1516 1530 1544 1558 1 3 9 6 1 4 0 2 1 4 1 4 1 4 2 6 1 4 3 8 1451 14391427141514031395138113691357 1345 1333 1336 1371 1 3 6 3135513471339133113231261 818 1 2 6 9 1 2 7 7 1 1 1 911051097 1081 1049 1065 1050 1065 1082 1098 1 1 0 2 1 1 1 6 1 1 3 0 1401 1515 1401 1383 1371 1359 1 5 3 5 1 5 1 3 1501 1 4 2 5 1 4 3 3 1441 1449 1457 1409 1 4 1 7 1 5 3 7 1400 1394 1382 1358 1418 1380 1400 1396 1388 1372 1364 1356 1348 1397 1389 1373 1365 1357 1349 1335 1346 1334 1324 128412921 3 2 41334 1417 1549 1561 1436 1454 1472 1433 1449 1465 15001501 1516 15321529 15481541 1416 1432 1448 1464 1500 1514 1528 1540 811 817 905 1001 1003 1005 1007 1006 1 0 0 8 1010 1009 1111 2020 22002270 2000 1751 1951 2510 2500 2 4 1 0 1180 141002082 1825 1647 1634 165716521642 1637 1627 1607 1632 1622 1602 1060 1050 1775 1778 1750 1850 1902-1912 1902-1912 19401940 1903 1672 1709 1749 1815 1251 1605 1625 1635 1645 165516501640 1630 1620 1600 1 6 5 6 1624- 1 6 0 2 1504 1601 1603 1609 1675 1675 1372 1373 1421 1411 1404 1208 1311 1451 1391 1401 1014 1315 1309 914 906828 2081 1900 2000 2443 207 205 201 143 127 2 4 0 7 305 303 203 24292444 652 640 2 6 1 0 2 5 1 2 2 4 2 3 2 4 4 52467 617 633644 630 616 2 5 1 1 2 5 0 7 2 5 0 3 2 4 9 9 602 618716 2 6 3 3 2 6 2 7 2 6 3 9 2 6 4 5 663 651624717 651724709 2651625 665 6142530 653 664 2 6 2 6 2 6 3 1 157 2 6 8 7 2 6 2 9 603 615 627 639 3379 3375 3371 3367 3 3 6 3 3 3 5 9335533513347 3 3 4 3 3 3 3 93335 3380 3370 3 3 6 2 3 3 5 833543350 3 3 4 4 3 3 4 0 3 3 3 63332 3383 2 1 5209203171165159153 450 420 425 3 3 9 5 3 3 9 4 3 3 9 3 3 3 7 8 3387 3362 3330 3314 613 12530 12499 12377 12490 7155 7699 7669 76397609 7625 7700 7660 7640 7620 2638 12620 12550 12525 7160 7190 7181 2 6 3 2 2 6 3 5 2643 2651 2659 2667 2675 2683 319 311 303 227 219 211 Outlot A 320 312 304 228 220 212 204 203 2 6 4 6 2 6 5 6 167 128 132 144 156 168 182 192 2 6 9 72 7 0 1105 115 125 135 145 155 165 175 185 195198 190 180 170 160 150 140 130 120 110 100 2 6 8 22 7 0 0 2 6 9 0 2803 12525 12950 2 6 2 8 7150 7010 7030 7070 7100 7130 634 626 618 610 2 6 1 6 2 6 2 2 602 2651 7055 7079 7101 7171 2645 2639 2 6 3 3 2 6 2 7 2 6 2 1 2 6 3 6 2 6 4 22648 2654 2660 2666 2672 2 6 3 0 2 6 2 4 2718 2 6 3 5 2644 2641 427 419 411 403 327 452 460 444 436 428 420 412 404 701 647 643 612 606639 6 3 3 6 2 3 615 600 708 700 658 650 2 6 2 6 2 6 3 2 2 6 3 8 2 6 4 42650 2656 619 613 607 601 642 2 6 2 5 2 6 3 1 2 6 3 7 2 6 4 3 2 7 0 1 2 7 1 3 2 7 1 9 2 5 1 9 2 5 2 7 2 5 0 0 2 5 1 0 211 209 313 307 301 212 210 208 206 204 2501 2 5 0 3 2 5 1 1 211 2 6 0 8 2 6 2 0 2 6 1 4 2 6 0 2 314 308 302 2 6 2 7 2 6 1 9 2 6 1 1 2 6 0 3 220 200 2 5 4 0 2 5 2 0 2 5 6 0 2 5 8 0 2 6 0 0 2 6 1 0 193 183 177 166 176 186 1962636 147 137 129 122 25012517 2 5 3 325592585260126072611261726272637 2647 2657 26672677 2577 2581 2587 2591 2593 2597 2 5 3 4 2 5 6 6 2 5 0 2 126 112 94 78 62 2 5 4 4 2 5 2 4 2 5 0 4 46 302565 2 6 3 4 2 6 2 6 2 6 1 8 2 6 1 4 2 6 0 8 2 6 0 2 2596 2592 2588 2582 2576 2570 2564 2 6 4 2265026662674 13199 2 4 2 02428 2436 2413 25042508 2 5 1 2 241551952024422438 2411 24092615 2 6 1 8 301 514 508 502 2 6 1 2 2 4 1 8 2434 2430 2426 513 507 501 425 413 407 401 325 319 2422 2414 2410 2 4 0 6 404 402 306 304 302 214 2 6 1 7 2 6 2 3 420 414 408 402 2 5 3 1 2 5 5 1 2 5 7 1 2 6 0 1 2522641 631630 2421 12363 237 3 2 0 7 3 2 1 6 3212 3 1 9 8 3192 3186 3180 3 1 7 4 3 1 7 1 3177 31833 1 8 93 1 9 5 2 4 0 12478 224 3 0 8 3 1 4 3 2 0 3 2 6 3 3 2 3 3 2 9 365 3 9 5 4 0 3 4 0 9 4 1 5 421410400 7172308 2301 2315 23332365 2 3 8 1 2 3 9 7 2 4 1 5 2 3 8 8 2 3 8 0 2 3 7 2 2 3 6 4 2340 2332 2324 2316 2 3 3 72353236923852401 325 319 313 213 207 201 123 117 111 1 2 1 6 1 2 1 5 1 2 1 6 1 2 1 3 1 3 1 6 1 3 1 5 313 1 3 1 6 411 1 3 1 8 515 1319 715 801800707 803619 PARK 1307 314 181 271 118 172 270 360 401 341 321 301 231 221 211 201 102122142 162 172 192 202 201 191 110130 120 150 160 170 180 211 224023012321 2331 2340 304 301 303 308 306 304 302 301 303 305 307 2116 2 1 1 4 2 1 1 2 204 302 221 280260 240 220 180 201 100 140 2200 2300 22122012241 2341 2320 23602400 2 4 2 02440 13349 136 154 290 310 340 540 2 3 4 302 308 314 1 4 1 8 1 4 1 1 14 1 2 202 112 100 124 136 148 137 125 113 101 1 4 1 9 2 0 1 212 278 272 290 O u t l o t A 1616 1 8 0 9 1 8 1 1 2 0 5 1806 2108 301 2106 2002 312 207 203201 141 241 261 100 114 101 1 8 7 5125 1 8 6 5 100 190 210 230 380 460 480 1 6 3 2 1 6 1 0 1 6 0 8 1 4 0 9 1 3 2 1 1 3 1 5 1 3 1 1 1 3 0 9 1 3 0 6 1 2 2 0 1 3 0 2 1 3 1 4 1 3 2 2 1 4 0 8 1 4 1 5 1 4 1 9 1 5 0 3317 313 1426 1 4 2 2 1416 1410 1407 1409 141114151419231 225 219 213 1 4 0 8 228 224 2181405 1 3 2 0 1 3 1 8 1 3 1 6 1 3 1 2 307 237 227 219 1 2 2 2 1 3 1 0 127 123 119 1406 1 3 2 6 1 3 1 8 1 3 0 6 1 2 1 7 103 1 3 2 0 1 2 1 9 1 4 0 4 1 3 1 1 1 4 0 4 1 4 1 2 1 4 1 8 1 4 2 4 1 3 1 9 1 3 2 3 1 5 0 2 1 5 0 8 1 5 1 0 1 5 1 4 1322 1 3 2 3 1 3 2 6 1 3 3 1 1 4 0 1 1 4 0 2 111 117 1 2 4 1 2 8 132 204 212 218 224 230 306 310 314 318 1414 1415 1 5 2 6 1 5 2 0 1 5 1 2 1504 412 15051513 1 5 1 7 1 5 1 9 13101312 1 3 1 4 1 3 1 6 1 3 2 2 1 4 0 4141016021606 15221524 113 141128 142 156 160 174 200 206 218 224230 236 242 248 254 260 2 6 6 181 201 211 241 261 281 284 115 1524 1 3 2 1 1 3 2 2 1 4 0 5 1 4 2 3 1 4 1 7 1 4 1 5 315 316 1 5 0 3 1 5 1 1 1 5 2 1 314 1 5 2 0321320315 1 6 1 3 1 5 2 9 1 6 2 3 1612 1 7 0 3 1 7 0 7 1 7 1 1 1 7 1 5 1 7 2 3 1 7 1 9 1 7 0 217041706 1 9 2 0 1 9 1 2 1904 1888 1807 310 350 230 220 240 250 260 270 273 263 253 243 233 230 240 250 231 241 251 261 2912180 2 1 9 0 2 2 0 0 2 3 4 0 2 3 3 0 2 3 2 0 2 3 1 0 2 2 2 0 271 281 2 3 4 1 2 3 3 1 2 3 2 1 2 3 1 1 2119 2 1 2 2 2113 2115 2117 2348 2 3 5 62364 2 3 7 4 2 3 8 0 2 3 8 6 2 3 9 6 2 4 0 4 2 4 0 5 2 4 0 3 2 3 2 1 2 3 1 9 2 3 1 5 2 3 0 9 2 3 0 1 2 2 2 1 2 2 1 3 2 2 0 9 2 2 0 3 2 1 3 5 2127 2130 425 421 413 409 405 2206 424 418 412 406 421 415 409 405 420 412 2316 4062307 2324 404 312 310 308 306 305 2 3 0 4 2 3 0 6307 310 2214 2 2 1 2 1901 2111 612 608 1618 2106 402 2104 2108 200321072109 2 1 0 6 2 1 1 4 2 1 0 721092111 321 322 404 412416 424 403 409 415 1418 320 406 410 418 1504 403 411 427 1514 3201618 1 6 1 1 404 1 6 1 9 414415 1 6 0 4 1 6 1 2 1 6 1 8 1708 1 7 0 5 411 417 1703 412 420 424433 1919 1 9 2 5 2 0 0 6 1920 390 406 414 405 4091905 1 9 2 0 1 9 1 6 1 9 1 0 1904 1 8 1 8 1 8 1 4 422 19031911 1 9 1 9 511 517 2007 510 516 609 603 1 8 1 9 1 8 1 1 1803510 518 608 612 403 1 3 2 2 550 1401 1 4 1 7502 514 1 5 0 9 525 1 5 1 7 607 611 524 1 6 0 5 1 6 1 1 1 6 1 91717 515 611 615 716 708 7 0 7 6 1 7 618 701 627621 615 616 704 712 711 716 712 617 707 711 69502349 197 189 173 159 109 93 79 63 47 31 2 4 6 0 405 2 4 1 2 2402 307 1 2 0 8 515 1209 1207 1212 1211 1210 1208 1206 119121125 115 107101 116 221 315 1104 1 1 1 2 1 1 1 8 1 2 0 6 513509505 423 415 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014281436 1444 1452 1460 1 4 3 21438 1 4 4 4 1450 1456 1462 1468 1445 1425 1426 1435 1465 1 4 7 5 1 4 7 4 1 4 8 0 921 9 1 0 1104 1112 523 Long Lake Lily Lake Lake McKusick South Twin Lake Lake St. Croix Zoning Map Stillwater Zoning DistrictAP - Agricultural PreservationRA - One Family ResidentialRB - Two Family ResidentialTR - Traditional ResidentialLR - Lakeshore ResidentialCR - Cottage ResidentialCCR - Cove Cottage ResidentialCTR - Cove Traditional ResidentialCTHR - Cove Townhouse ResidentialTH - TownhouseRCM - Medium Density ResidentialRCH - High Density ResidentialCBD - Central Business DistrictCA - General CommercialVC - Village CommercialBPC - Business Park: CommercialBPO - Business Park: OfficeBPI - Business Park: IndustrialCRD - Campus Research DevelopmentPA - Public AdministrationPWF - Public Works FacilityPROS - Parks, Recreation or Open Space 1,000 0 1,000 2,000500 Feet µ Surface WaterLakesRivers Urban FeaturesMunicipal BoundaryRoad CenterlineROW March 2014 • I j_ '— FIGURE 3.1 WATERSHED MANAGEMENT ORGANIZATION BOUNDARIES ICAR ELIA�N I I \1ST. IR�z�cfi MV T RSH DIS RICT McKusick R BROWN'S CREE WATERSHED DIST CT c sick War 11 inn PIS rMMMINII ■ r� 1M�MMr���� i!p " iaM�",111� illimaijialiffirsi MMM111111% .; I.mj1g1 ... - r i 1 1 • 3.4.1 BROWN'S CREEK WATERSHED DISTRICT (BCWD) BCWD was formed in 1997 and covers portions of Grant, Hugo, Lake Elmo, Oak Park Heights, Stillwater, Stillwater Township and May Township. Brown's Creek flows from the upper watershed southeast through Stillwater to the St. Croix River. BCWD administration is provided by the Washington Conservation District. BCWD covers approximately 3,140 acres in Stillwater (including proposed annexation areas.) City of Stillwater Local Surface Water Management Plan •'#' Bonestroo January 21, 2008 Page 19 D E S I G N 901 N 3rd St, Suite 120 Minneapolis, MN 55401 612.260-7980 www.elanlab.com January 30, 2015 Abbi Wittman City Planner City of Stillwater 216 Fourth Street North Stillwater, MN 55082 RICHLIND 13310 Boutwell Road, Stillwater, MN RE: Project Narrative Dear Ms. Whitman: Attached is the revised preliminary plat application and plans for what is now an 8 lot subdivision of the parcel located north of Boutwell Road between Boutwell Place and Newberry Court in Stillwater Township, Minnesota. The previous application reviewed by city staff included 10 lots. The property will be annexed by the City of Stillwater prior to final plat and it will then be rezoned to RA -One Family Residential Zoning District. The project is proposed to be developed as a standard subdivision with two variances; a wetland buffer reduction for the existing home that existed before the watershed enacted their rules and a 5 foot front yard setback reduction for the lots adjacent to the wetlands to enable the new homes to be built without impacting the buffers. The justifications for these variances is addressed in more detail later in this narrative. The 8 residential lots are served by a public street approximately 670 feet in length. The total parcel is 7.82 acres, with 1.18 acres of wetland, 0.85 acres of new and 0.38 acres of existing Boutwell Avenue right of way. This results in a gross density of 1.08 units per acre and a net density of 1.49 units per acre. Municipal utilities are available to serve the site from Boutwell Road and Boutwell Place. The sanitary sewer in Boutwell Road is too shallow requiring the connection to Boutwell Place. Municipal water will be extended from Boutwell Road to the end of the cul-de-sac. Storm drainage is treated on -site with discharge from major events through an existing 12" pipe connecting to the storm sewer in Eagle Ridge Trail. The stormwater management system is discussed in detail in the stormwater narrative. All of the proposed lots meet the minimum area, width and depth requirements for the RA -One Family Residential Zoning District. Site Analysis & Planning I Civil Engineering I Landscape Architecture I Construction Services Existing Site Conditions The site is presently occupied by a single family home and one outbuilding. There is approximately 35 feet of overall relief on the property from a high point near the existing home to a low point in wetland #2. The majority of the site is wooded a mixture of large hardwood (oak, cherry, & ash) and softwoods (poplar, cottonwood, silver maple). The southwest corner of the site drains to a landlocked wetland that only overflows to the north under the periods of extreme precipitation. The southeast corner of the site drains to the east into a pond/wetland adjacent to Boutwell Place. The northern portion of the site drains to three wetlands, which overflow through a 12" PVC line to Eagle Ridge Trail. The Web Soil Survey indicates the prevalence of Ronneby fine sandy loam and Kingsley sandy loam, both hydrologic soil group (HSG) B. A copy of the soil map and a geotechnical report prepared by Element Materials Technology for the project, have been provided. The soil borings generally found topsoil underlain by silty sand (SM) in the upland areas and lean clay (CL) and clayey sand (SC) in the valley between the two hills. Groundwater was not encountered in any of the borings. There are four wetlands on the site that were delineated by Kjolhaug Environmental Services Company, Inc. and approved by a technical evaluation panel (TEP) in the fall of 2014. The largest wetland #2 met the criteria for "Maintain" classification resulting in the MSCWMO requirement for a 30 foot buffer. The other three wetlands met the criteria for "Preserve" resulting in the requirement for a 60 foot buffer. The City of Stillwater ordinances only require a 25 foot wetland buffer. Annexation / Zoning The site is presently located in Stillwater Township. On January 6`'' the Stillwater City Council approved a resolution to annex all lands remaining in the Orderly Annexation Area. The property will be located within the city prior to final plat. The property will be zoned RA — One Family Residential to be consistent with the surrounding land uses, and the comprehensive plan. Street Alignment and Grades The development is proposed to be served by a single street, Richland Ranch, which connects to Boutwell Road North just west of the existing driveway presently serving the property. The cul-de-sac is approximately 670 feet long. There are no practical ways to provide a through street connection. The proposed right of way is 50 feet wide, with a 55 foot radius in the cul-de-sac. The street is proposed to be 28 feet wide from gutter line to gutter line or 30 feet from back of curb to back of curb. The cul-de- sac pavement has a 45 foot radius. Surmountable curb is proposed throughout the development. The street's alignment was carefully chosen to minimize impacts to wetland buffers, while preserving the buildable lot areas and avoiding any setback variances for the existing home other than the wetland buffer. There is minimal slope on the street for the first 275 feet after which grade increases to traverse the slope into the ravine. The street grade was established to minimize the required grading outside of the right of way, especially adjacent to the buffer for wetland 1. 01/30/2015 Lot Summary The proposed plat creates 8 lots and an Outlot, along with the proposed public right of way. The purpose of the Outlot is to legally convey to an adjacent property owner that portion of the site that they have been occupying for an extended period of time. The proposed property line for Outlot A follows the existing fence line. It will be up to the neighbors to combine Outlot A and their lot into a single parcel. The 8 proposed lots all meet the requirements of the RA -One Family Residential Zoning District. The lot areas and dimensions are shown on the Preliminary Plat and Site Plan Lot 1 is narrower than desired for a corner lot due to the proximity of the existing home on lot 2 which is intended to remain. Lot 1 is buildable with careful attention to orientation, but a front yard setback variance will increase flexibility and allow the home to be oriented to the neighborhood rather than Boutwell.. There was earlier discussion of creating an Outlot for common ownership of the northern undisturbed area of the site. It is the property owner's desire to plat the lots as indicated in the preliminary plat to be consistent with adjacent properties. Since there are no longer storm drainage facilities located in this area there is no extraordinary burden placed upon any one property owner by including the area within the platted lots. Conservation easements will be placed over all wetlands and buffer areas. Proposed Homes The existing home with updates will remain on Lot 2. Covenants will be placed on all of the lots requiring a minimum of a 1200 square foot (SF) foundation and some stone/brick on the exterior. It is anticipated that some of the homes will be large enough (4,000 SF) to require fire suppression under the new building code. The impervious areas utilized in the drainage calculations assume each new home will have an average foot print of 1800 sf plus a three car garage. Tree Preservation The existing trees were identified and located by Cornerstone Land Surveying. A total of 362 significant on -site trees were tagged. The existing trees are shown and numbered on sheet L1.1. On sheet L1.2 we provide each tree's size, species and status (saved or removed). The plan indicates threes that will be removed as part of the street construction as well as those assumed to be removed during home construction. Of the 362 trees identified only 104 (28.7%) are proposed to be removed in total. By diameter only 26.3% of the trees are proposed to be removed — less than the 35% allowed without replacement. The tree preservation ordinance allows 50% tree canopy removal without replacement. The plans indicate 27.5% canopy removal. The Landscape Plan L2.1 provides 3 boulevard trees per lot per the ordinance requirement. However, since all of the lots are already wooded a number of the trees have been moved to the west side of the cul-de-sac to provide screening for the neighbors to the west. Utilities The site is proposed to be served by a sanitary sewer line from Boutwell Place. The pipe in Boutwell Road North is insufficiently deep to serve the northern lots. A 6" watermain will be extended from Boutwell Road to the end of the cul-de-sac. Given the length of street and the limited number of homes, looping of the water system is not required. While the city standard is a 1-inch service line, it is proposed to provide 1-1/2" services to facilitate fire suppression systems, where required or desired. 01/30/2015 The stormwater management system is described in detail in the storm water narrative. It generally consists of two larger infiltration basins and a rate control pond that discharges to Wetland #4. It is also proposed to install smaller rain gardens in each lot at the time of home construction to infiltrate the runoff from the rear sloping roofs and any other impervious areas. It is our understanding that the stormwater management system will be maintained through agreement by a homeowners association. Wetlands and Wetland Buffers There are four wetlands on the site as delineated by Kjolhaug Environmental. Kjolhaug also prepared a MN RAM assessment to determine the management level of the wetlands. The Middle St. Croix Watershed Management Organization (MSCWMO) rules call for a 30 foot wetland buffer for the largest wetland (#2) classified as "Level B Maintain". The three remaining wetlands were classified as "Level A Preserve" requiring a 60 foot buffer. On top of these buffers MSCWMO requires a 20 foot building setback to the buffer. City and watershed staff have very clearly stated that they cannot support a reduction in the buffer widths. The new plat has been designed provide the required buffers and to minimize buffer impacts during construction. Sheet C2.1 also shows 978 SF of "wetland impact". This impact, which is less than the 1000 SF de minimis allowed by the Wetland Conservation Act (WCA), without sequencing or replacement, is proposed for the sole purpose of moving the associated wetland buffer lines just enough to create room for the street right of way and rate control pond. A variance to the buffer width is requested for Lot 2 on which the existing home will be retained. This variance meets the spirit of the "grandfather" clause in the watershed's plan Section 5.3.4 Performance Standards Paragraph 6 which states, Buffer and setback requirements shall apply only to sites that have been (a) subdivided or split or (b) subject to a new primary use for which a necessary rezoning special use permit or variance has been approved. These requirements will apply on or after May 11, 2006. The existing home was built long before 2006 when the watershed rules were put into effect. City staff has expressed concern with any construction activities within the wetland buffers. The project plans reflect our understanding of this concern and every effort has been made to avoid disruption. There are three areas where the buffer is proposed to be disturbed and then restored. Two areas are proposed to be disturbed to install a storm sewer inlet and pond outlet. The inlet needs to be extended into the buffer to mimic the natural overflow for wetland 1, which is blocked by the new road. The inlet is extended into the buffer to set the pipe at the elevation of the natural wetland overflow. The rate control pond flows to wetland 4. If outlet pipe discharged at the edge of the buffer it is likely that the concentrated flow would create a long term erosion problem. It is in our opinion better to place the outlet near the wetland and disturb the buffer and restore the damage once under controlled conditions than to run the risk of a long term uncontrolled disturbance. The third area of disturbance is along the south side of the street where the road crosses the ravine. As soon as this limited area is graded it would be restored with native vegetation. ❑ E 5 I 01/30/2015 Front Yard Setback Variance We are requesting a 5' front yard setback variance for lots 1, 3, 4, 5, and 6. These lots all back up to wetlands which limit the buildable area due to the wetland buffers and setbacks to the buffers. By allowing the homes to be moved 5 feet closer to the street adequate building envelopes are created. Reducing the front yard setbacks also decreases stormwater within the development due to the shorter driveways and reduced grading impacted soils. Lot 1 is also impacted by the proximity of the existing house. The side setback between lots 1 and 2 are shown at 10 feet on the plans. However, zoning code section 31-305.RA one -family district would allow the garage side setback to be reduced by 5 feet if there is no habitable floor area closer than 10 feet from the property line. With the requested front yard variance from Boutwell it is possible to build a home on lot 1 which faces the cul-de-sac rather than Boutwell, and is consistent in width to others in the development. The resulting 25 foot front yard setback still exceeds the minimum allowed by the zoning code. Per the City of Stillwater's website, The Planning Commission may grant a variance, but only when all a set of conditions are met. These conditions along with our comments on how they are met are listed below. 1. The variance is in harmony with the general puooses and intent of this chapter. Comment: A five foot front yard setback reduction will not be noticed, especially with the vast open space preserved in this development. Allowing this variance will allow the homes to be moved further away from the wetlands and reduce runoff providing positive environmental protection. 2. The variance is consistent with the comprehensive plan. Comment: The proposed variance will allow the construction of homes of similar size and value to the surrounding neighborhoods. The project's density and lot size is consistent with the comprehensive plan and the surrounding land uses. 3. The applicant for the variance establishes that there are practical difficulties in complying with this chapter. `Practical dculties, " as use in connection with the granting of a variance, means that all of the following must be found to apply: • The property owner proposes to use the land in a reasonable manner for a use permitted in the one where the land is located, but the proposal is not permitted by other official controls. Comment: The proposed subdivision meets all zoning and engineering standards of the City including lot size and density. The proposed setback variance allows flexibility in house placement and improved environmental protection. • The plight of the landowner is due to circumstances unique to the property and that are not created by the landowner. Comment: The project site is an infill site surrounded by developed property. No provisions were made to serve the site from the adjacent properties in a manner that would be more sensitive to the wetlands and wetland buffers. The site's topography and isolated wetlands, combined with significant environmental controls make siting of homes on this property very difficult. The flexibility of moving homes 5 feet ❑ E 5 I G 01/30/2015 closer to the street will allow the builders greater flexibility to preserve the natural features of the site. • The variance, i'granted, will not alter the essential character of the locality. While development does not come without change, the character of this area, especially from the perspective of the surrounding area, will not be diminished. The resulting lot sizes meet the zoning ordinance, more trees are preserved than are required by the ordinance and the homes are clustered, preserving large areas of open space. Conclusion We believe that the proposed project is consistent with the City of Stillwater's Comprehensive Plan, Zoning Ordinance and Engineering Standards. The project has been designed to be sensitive to the site and preserves a significant portion of its natural features. Please feel free to contact me should you have questions or need additional information, 612-260- 7982. Sincerely, Steve Johnston, PE Principal Engineer Cc: Elan File #CLS14002 Thad Rich ❑ E 5 I 01/30/2015 OWNER/ DEVELOPER 0 NOT TO SCALE RICHLIND STILLWATER - MINNESOTA PRELIMINARY PLAT RESUBMITTAL JANUARY 30, 2015 LOCATION MAP 80TH ST N DELLWOOD RD 96 MCKUSICK RD N 15 75TH ST N z MANNING AVE 12 Q_ w z SITE • 6 OLIVE ST W N IS SN3M0 STILLWATER M YSTLEST_ j ! — GREELEY ST O USGS MAP PROJECT CONTACTS OWNER/ DEVELOPER 13310 BOUTWELL ROAD NORTH STILLWATER, MN 55082 THAD RICH T (612) 770-7653 CIVIL ENGINEER ELAN DESIGN LAB, INC. 901 N 3rd STREET SUITE 120 MINNEAPOLIS, MN 55401 STEVE JOHNSTON, PE T (612) 260-7982 F (612) 260-7990 LANDSCAPE ARCHITECT ELAN DESIGN LAB, INC. 901 N 3rd STREET SUITE 120 MINNEAPOLIS, MN 55401 PILAR SARAITHONG, RLA T (612) 260-7980 F (612) 260-7990 LAND SURVEYOR CORNERSTONE LAND SURVEYING, INC. 6750 STILLWATER BLVD. N. SUITE 1 STILLWATER, MN 55082 DAN THURMES, LS T (651) 275-8969 F (651) 275-8976 ECONOMIC DEVELOPMENT DEPARTMENT CITY OF STILLWATER 216 FOURTH ST N STILLWATER, MN 55082 ABBI WHITMAN T (651) 430-8821 F (651) 430-8810 CITY ENGINEER/ DIRECTOR OF PUBLIC WORKS CITY OF STILLWATER 216 FOURTH ST N STILLWATER, MN 55082 SHAWN SANDERS, PE T (651) 430-8830 F (651) 430-8810 WATERSHED DISTRICT MIDDLE ST. CROIX WATERSHED MANAGEMENT ORGANIZATION 455 HAYWARD AVE. N OAKDALE MN, 55128 MIKE ISENSEE T (651) 330-8220 F (651) 330-7747 ELECTRIC XCEL ENERGY T (651) 779-3169 TELEPHONE QWEST FIELD ENGINEER T (651) 714-7529 NATURAL GAS XCEL ENERGY T (651) 779-3506 LEGAL DISCRIPTION (AS PROVIDED BY THE OWNER) All that part of the E 1/2 of the NW 1/4 of Section 29, Township 30 North, Range 20 West, Washington County, Minnesota, described as follows: Beginning at a point where the West line of above described tract intersects the South line of the right —of— way of the Minneapolis —St. Paul and Suburban Railway Co.; thence Southeasterly along said right—of—way line, said line being a curved line, a distance as measured on the chord of said curved line 428 feet to a point; thence South on a line parallel to the West line of said 80 acre tract to the center of the public highway running through said 80 acre tract; thence northwesterly along the centerline of said public highway to a point where the centerline of said public highway intersects the West line of said 80 acre tract; thence North along the West line of said 80 acre tract to the place of beginning. SURVEY NOTES 1. BEARINGS ARE BASED ON THE WASHINGTON COUNTY COORDINATE SYSTEM. NAD 1983 2. LEGAL DESCRIPTION PROVIDED BY THE OWNER. 3. EASEMENT INFORMATION LIMITED TO ITEMS LISTED IN THE ABOVE LEGAL DESCRIPTIONSOR SHOWN ON COUNTY HALF SECTION MAPS. OTHER EASEMENTS, IF ANY, MAY EXIST AND ARE NOT SHOWN ON THIS SURVEY. 4. TOPOGRAPHY PROVIDED BY THE MNTOPO WEBSITE LIDAR DATA AND SUPPLEMENTED WITH FIELD VERIFIED SPOT ELEVATIONS. SHEET INDEX CO.1 COVER SHEET C1.1 EXISTING CONDITIONS C1.1.2 TREE SURVEY C1.2 DEMOLITION PLAN C2.1 SITE PLAN & WETLAND PLAN C3.1 GRADING PLAN C3.2 EROSION CONTROL PLAN C3.3 GRADING DETAILS C4.1 UTILITY PLAN C4.2 UTILITY DETAILS C5.1 PRELIMINARY PLAT L1.1 TREE PRESERVATION PLAN L1.2 TREE PRESERVATION SCHEDULE L2.1 LANDSCAPE PLAN SWPPP SWPPP PLAN UNDERGROUND UTILITY NOTES THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPROMISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. THIS SURVEY HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. GOPHER STATE ONE CALL LOCATE TICKET#141504227. SOME MAPS WERE RECEIVED, WHILE OTHER UTILITIES DID NOT RESPOND TO THE LOCATE REQUEST. ADDITIONAL UTILITIES OF WHICH WE ARE UNAWARE MAY EXIST. AT THE TIME OF THIS SURVEY ONLY THE UNDERGROUND ELECTRIC AS SHOWN WAS FILED MARKED BY GOPHER STATE ONE. OTHER UTILITIES EXIST ON THIS THIS THAT WERE NOT MARKED UP. WETLAND NOTES 1. WETLAND FLAGS LOCATED BY CORNERSTONE LAND SURVEYING, INC. ON 6-4-14. 2. WETLANDS DELINEATED BY KJOLHAUG ENVIRONMENTAL SERVICES COMPANY, INC. DATE OF REPORT MAY 27, 2014. TREE SURVEY NOTES THAD RICH 13310 BOUTWELL ROAD NORTH STILLWATER, MN 55082 612-770-7653 DESIGN 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 p 612.260.7980 f 612.260.7990 www.elanlab.com NOT TO SCALE 1. TREES SHOWN ON THIS SURVEY WERE IDENTIFIED AND FIELD LOCATED BY CORNERSTONE LAND SURVEYING. SEE ADDITIONAL SHEETS IN THE PLAN FOR DETAILS ABOUT SIZE AND TYPE. PROJECT NO. CLS14002 f I: / / o0o ,O 0 / / / / / / r T 8"VCP • SAN NH tPIM=905.G1 INV=6°17.4 yi 0 STS MH 910- RIN=9061.2 NV=906.5 FOUND,/2 INCH IRON PIPE MARKED ---�� RLS 9232 6 /b / /�C) / / FOUND 1/2 INCH IRON PIPE MARKED RLS 9232 \ WETLAND #2 AREA = 34,472 SQ.FT. EXISTING LEGAL DESCRIPTION: (AS PROVIDED BY THE OWNER) 12"PVC INV=207.4 APO 7 WETLAND #3 AREA = 2,857 SQ.FT. All that part of the E 1/2 of the NW 1/4 of Section 29, Township 30 North, Range 20 West, Washington County, Minnesota, described as follows: Beginning at a point where the West line of above described tract intersects the South line of the right -of- way of the Minneapolis -St. Paul and Suburban Railway Co.; thence Southeasterly along said right-of-way line, said line being a curved line, a distance as measured on the chord of said curved line 428 feet to a point; thence South on a line parallel to the West line of said 80 acre tract to the center of the public highway running through said 80 acre tract; thence northwesterly along the centerline of said public highway to a point where the centerline of said public highway intersects the West line of said 80 acre tract; thence North along the West line of said 80 acre tract to the place of beginning. SHED\ FOUND 1/2 INCH IRON PIPE MARKED r--RLS 9232 809.97 S00°02'52 "E SYMBOLS: GM x x MANHOLE CULVERT GAS METER FENCE CONCRETE • DENOTES FOUND 1/2" IRON PIPE o DENOTES SET 1/2" IRON PIPE MARKED RLS 25718 460 0 6 r' LINE PARALLEL WITH THE WEST LNE OF THE EAST I/2 OF THE NW 1/4 930 7 7 7 N00°02'52"rW 937.91 WETLAND #4 - q14 AREA = 1,861 SQ.FT. \ - WEST LNEOF THE EAST 1/2 OF THE W 1/4 OF SEC. 20, T30 SCALE IN FEET • CATCH BASIN HYDRANT SIGN WATER VALVE UTILITY POLE LIGHT POLE TELE/ELEC BOX GAS VALVE OVERHEAD WIRES WELL Gopher State One Call TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 92,7 NORTH SURVEY NOTES: WETLAND #1 922 I BENCH MARK #2 . BEARINGS ARE BASED ON THE WASHINGTON COUNTY COORDINATE SYSTEM NAD 1983. 2. LEGAL DESCRIPTION PROVIDED BY THE OWNER. 3. EASEMENT INFORMATION LIMITED TO ITEMS LISTED IN THE ABOVE LEGAL DESCRIPTIONS OR SHOWN ON COUNTY HALF SECTION MAPS. OTHER EASEMENTS, IF ANY, MAY EXIST AND ARE NOT SHOWN ON THIS SURVEY. 4. TOPOGRAPHY PROVIDED BY THE MNTOPO WEBSITE LIDAR DATA AND SUPPLEMENTED WITH FIELD VERIFIED SPOT 5. UNDERGROUND UTILITIES NOT LOCATED OR SHOWN. AREAS: EXISTING TOTAL AREA = 340,813 SQ. FT./7.82 ACRES IMPLIED 33' BOUTVVELL ROAD N. RIGHT OF WAY = 16,388 SQ.FT. / 0.38 ACRES FLOOR o SAN NH INV=q20.0( LAN) 7 7 UNDERGROUND UTILITIES NOTES: THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPROMISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. THIS SURVEY HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. GOPHER STATE ONE CALL LOCATE TICKET#141504227. SOME MAPS WERE RECEIVED, WHILE OTHER UTILITIES DID NOT RESPOND TO THE LOCATE REQUEST. ADDITIONAL UTILITIES OF WHICH WE ARE UNAWARE MAY EXIST. AT THE TIME OF THIS SURVEY ONLY THE UNDERGROUND ELECTRIC AS SHOWN WAS FILED MARKED BY GOPHER STATE ONE. OTHER UTILITIES EXIST ON THIS THIS THAT WERE NOT MARKED UP. r GI 14 / / / zr -I BENCH MARK #1 WETLAND NOTES: 1. WETLAND FLAGS LOCATED BY CORNERSTONE LAND SURVEYING, INC. ON 6-4-14. 2. WETLANDS DELINEATED BY KJOLHAUG ENVIRONMENTAL SERVICES COMPANY, INC. TREE SURVEY: 1. TREES SHOWN ON THIS SURVEY WERE FIELD LOCATED ON 9-8-14. SEE ADDITIONAL SHEETS IN THE PLAN FOR DETAILS ABOUT SIZE AND TYPE. SECTIONS 30 & 29, TOWNSHIP 30, RANGE. 20 WASHINGTON COUNTY, MN CONTACT: THAD RICH 13310 Boutwell Road North Stillwater, MN 55082 612-770-7653 CITY - COUNTY: WASHINGTON, COUNTY VICINTIY MAP MARYKNOLL DR. DATE REVISION 6-9-14 PRELIMINARY 9-8-14 REVISED 12-12-14 REVISED CERTIFICATION: o I hereby certify that this plan was prepared by me, or under my direct supervision, and that 1 am a duly Licensed Land Surveyor under the laws of the state of MINNESOTA. Daniel L. Thurmes Registration No: 25718 Date: PROJECT LOCATION: 1 3 3 1 0 BOUTWELL RD. N. Suite #1 6750 Stillwater Blvd. N. Stillwater, MN 55082 Phone 651.275.8969 Fax 651.275.8976 dan@cssurvey CORNERSTONE LANE) SURVEYING, INC FILE NAME PROJECT NO. SURVTRO1 EXISTING CONDITIONS C 1 . cr / \ r co 0 CV 9/6- 8"VCP • SAN MH C IM=g08.9 INV=897.4 yi — / STS MH P1O� RIN=90q.2 NV=906.5 6 1 FOUND 2 INCH IRON PIP MARKED RLS 9232 / FOUND 1/2 INCH IRON PIPE MARKED RLS 9232 , Tag Number Tree Species DBH Notes 1 701 Silver Maple 36 1 702 Silver Maple 22 1 703 Silver Maple 34 1 704 Silver Maple 43 1 705 Silver Maple 39 1 706 Paper Birch 11 1 707 Silver Maple 24 1708 Cottonwood 23 1 709 Scotch Pine 25' 1710 Poplar 25 1 71 1 Silver Maple 27 1712 Ash 7 1713 Poplar 22 1714 Ash 8 1715 Pine 15' 1 716 Sugar Maple 9 1717 Sugar Maple 13 1718 Ash 9 1719 Ash 9 1720 Pine 25' 1721 Pine 25' 1 722 Mountain Ash 14Multi Stem 1723 Cottonwood 63 1724 Cottonwood 46 1725 Cottonwood 31 1726 Cherry 18 1 727 Cherry 12Multi Stem 1 728 Cherry 14Multi Stem 1 729 White Oak 17 1 730 White Oak 25 1 731 White Oak 24 1732 Poplar 11 1733 Poplar 10 1734 Poplar 12 1735 Poplar 10 1736 Poplar 9 1737 Poplar 9 1738 Poplar 8 1739 Poplar 7 1740 Poplar 8 1741 Poplar 9 I 1 742 Paper Birch 31 1743 Poplar 8 1744 Poplar 27 1745 Poplar 7 1746 Poplar 7 1747 Cherry 13 1 748 Paper Birch 12Multi Stem 1 749 Paper Birch 12Multi Stem 1 750 Paper Birch 8 1 751 Paper Birch 13 1 752 Paper Birch 12 1753 Ash 9 1754 Ash 9 1755 Ash 10 1756 Cherry 14 1757 Poplar 31 1758 Poplar 17 1759 Poplar 6 1760 Poplar 17 1761 Poplar 17 1762 Poplar 10 1763 Ash 8 1 764 Paper Birch 14Multi Stem 1765 Ash 8 1766 Poplar 16 1767 Poplar 11 1768 Poplar 12 1769 Poplar 11 1770 Poplar 14 1771 Poplar 11 1772 Poplar 11 1773 Oak 13 1774 Oak 14 1775 Ash 11 1776 Poplar 16 1777 Basswood 49 1778 Poplar 12 1 779 Paper Birch 11 1 780 Paper Birch 24Multi Stem 1781 Cherry 6 1 782 Paper Birch 12 1 783 Silver Maple 30 xo 1784 1785 1786 1787 1788 1789 1790 1791 1792 1793 1794 1795 1796 1797 1798 1799 1800 1801 1802 1803 1804 1805 1806 1807 1808 1809 1810 1811 1812 1813 1814 1815 1816 1817 1818 1819 1820 1821 1822 1823 1824 1825 WETLAND #3 AREA = 2,857 SQ.FT. ( Paper Birch Paper Birch Paper Birch Paper Birch Paper Birch Paper Birch White Oak Paper Birch White Oak White Oak White Oak 20 10 10 12Multi Stem 39Multi Stem 33Multi Stem 19 39 30 17 11 White Oak 11 White Oak 33 White Oak 16 White Oak 12 Poplar 14 White Oak 17 Poplar 10 Poplar 11 Paper Birch 15 Paper Birch 12 Poplar 15 Paper Birch 14 Ash 11 Paper Birch 16Multi Stem Silver Maple 23 Paper Birch 29Multi Stem Paper Birch 11 Paper Birch White Oak Paper Birch Paper Birch White Oak Poplar Poplar Poplar Poplar Poplar Poplar Poplar Poplar Poplar 12 24 15 10 12 11 11 11 10 10 10 12 15 14 rn 7 1826 White Oak 11 1827 Poplar 17 1828 Poplar 12 1829 Poplar 12 1830 Poplar 14 1831 Poplar 11 1832 Poplar 10 1833 Poplar 15 1834 Poplar 11 1835 Poplar 6 1836 Poplar 7 1837 Poplar 7 1838 Poplar 10 1839 lost 1840 Poplar 12 1841 Poplar 10 1842 Poplar 10 1843 Poplar 11 1844 Poplar 12 1845 Poplar 14 1846 Poplar 10 1847 Poplar 13 1848 Poplar 8 1849 Oak 8 1850 Poplar 11 1851 Poplar 13 1852 Poplar 12 1853 Poplar 10 1854 Poplar 12 1855 Poplar 13 1856 Poplar 11 1857 Poplar 9 1858 Poplar 14 1859 Poplar 9 1860 Poplar 9 1861 Poplar 10 1862 Cherry 6 1863 Poplar 8 1864 Poplar 16 1865 White Oak 55 1866 Pin Oak 10 1867 Red Oak 39 A� FOUND 1/2 INCH IRON PIPE MARKED LS 9232 809.97 S00°02'52 "E Cr- / • r' L/ 1868 Red Oak 7 1869 Poplar 10 1870 Poplar 13 1871 Poplar 10 1872 Poplar 13 1873 Poplar 11 1874 Poplar 10 1875 Poplar 14 1876 Poplar 12 1877 Poplar 12 1878 Poplar 14 1879 Cherry 13 1880 Red Oak 15 1881 Bur Oak 21 1882 Bur Oak 22 1883 Bur Oak 16 1884 Bur Oak 10 1885 Bur Oak 10 1886 Bur Oak 9 1887 Bur Oak 8 1888 Cherry 8 1889 Poplar 14 1890 Poplar 11 1891 Poplar 12 1892 Poplar 15 1893 Poplar 9 1894 Poplar 14 1895 Oak 16 1896 Poplar 12 1897 Poplar 8 1898 Scotch Pine 20' 1899 Spruce 20' 1900 Spruce 20' 1901 Pine 20' 3401 Bur Oak 8 3402 Bur Oak 18 3403 Bur Oak 8 3404 Cherry 18 3405 Bur Oak 13 3406 Bur Oak 6 3407 Poplar 11 3408 Poplar 11 o. cio 6 r/ r' r' ONE PARALLEL WITH THE ' WEST LNE OF THE EAST I/2 OF THE NW 1/4 930 \ WEST LNEOF THE EAST 1/2 OF THE W 1/4 OF SEC. 22, T30 r— / /- - • r \ I — 3409 Red Oak 12 3410 Poplar 10 3411 Poplar 10 3412 Poplar 13 3413 Poplar 11 3414 Silver Maple 24Multi Stem 3415 Silver Maple 25Multi Stem 3416 Poplar 18 3417 Red Oak 10 3418 Ash 10 3419 Red Oak 16 3420 Ash 18 3421 Ash 12 3422 Pine 13 3423 Poplar 10 3424 Poplar 12 3425 Poplar 6 3426 Poplar 9 3427 Poplar 12 3428 Poplar 11 3429 Poplar 13 3430 Poplar 11 3431 Poplar 10 3432 Poplar 11 3433 Poplar 12 3434 Poplar 12 3435 Poplar 14 3436 Poplar 14 3437 Poplar 15 3438 Poplar 12 3439 Poplar 11 3440 Bur Oak 36 3441 Poplar 12 3442 Poplar 13 3443 Poplar 9 3444 Poplar 13 3445 Poplar 12 3446 Poplar 12 3447 Poplar 11 3448 Poplar 11 3449 Poplar 10 3450 Bur Oak 6 3451 3452 3453 3454 3455 3456 3457 3458 3459 3460 3461 3462 3463 3464 3465 3466 3467 3468 3469 3470 3471 3472 3473 3474 3475 3476 3477 3478 3479 3480 3481 3482 3483 3484 3485 3486 3487 3488 3489 3490 3491 7 Poplar 10 Poplar 12 Poplar 10 Poplar 12 Poplar 10 Poplar 11 Poplar 11 Poplar 11 Poplar 13 Poplar 14 Poplar 9 Poplar 10 Poplar 9 Poplar 8 Poplar 9 Poplar 11 Poplar 6 Poplar 7 Poplar 8 Poplar 8 Poplar 10 Poplar 9 Poplar 8 Poplar 9 Poplar 7 Poplar 8 Poplar 9 Poplar 9 Poplar 9 Poplar 9 Poplar 8 White Oak 34 Ash 27 Poplar 12 White Oak 13 Poplar 8 Poplar 6 Poplar 10 White Oak 34 Poplar 10 Cherry 10 924 926 922 r 1 BENCH MARK #2 I TNH ELEV = 933.48 I'��/ L / / / 3492 White Oak 13 3493 Paper Birch 9 3494 Oak 19 3495 Poplar 10 3496 Red Oak 26 3497 Boxelder 37 3498 Poplar 9 3499 Poplar 7 3500 Poplar 9 601 Boxelder 36Multi Stem 602 Bur Oak 17 603 Poplar 10 604 Poplar 9 605 Poplar 9 606 Cherry 12 607 Red Oak 18 608 Poplar 8 609 Poplar 9 610 Poplar 6 611 Poplar 7 612 Poplar 9 613 Poplar 8 614 Poplar 8 615 Poplar 9 616 Poplar 8 617 Poplar 9 618 Poplar 7 619 Red Oak 19 620 Silver Maple 22 621 Silver Maple 52Multi Stem 622 Silver Maple 60Multi Stem 623 Silver Maple 46Multi Stem 624 Silver Maple 31 Multi Stem 625 Silver Maple 70Multi Stem 626 Silver Maple 30Multi Stem 627 Silver Maple 24Multi Stem 628 Silver Maple 20 629 Poplar 7 630 Poplar 9 631 Poplar 10 632 Poplar 10 633 Poplar 10 J / / / / q24 / SAN MH /-RIM=930.4 INV=920.0('LAN) 634 Poplar 10 635 Poplar 10 636 Poplar 9 637 Poplar 10 638 b 28Multi Stem 639 Red Oak 16 640 Red Oak 18 641 Pine 35' 642 Cherry 15 643 Silver Maple 20Multi Stem 644 Pine 25' 645 Spruce 25' 646 Cottonwood 23 647 Spruce 25' 648 Spruce 25' 649 Spruce 25' 650 Spruce 25' 651 Spruce 25' 652 Amur Cherry 25Multi Stem 653 Red Oak 30 654 Red Oak 30 655 Spruce 20' 656 Spruce 30' 657 White Oak 30' 658 Spruce 25' "Trees not tagged Pt # Tree ID DBH/ht 3069 Oak 10 1662 Oak 30 3070 Spruce 12" 1392 Oak 12 3057 Pine 14" C7 77 7 o DEMOTES TREE TAG NUMBER 9/g / / / 0\16 14 q12 I A A ; r r /r A L 1 I --SAN MH RIM=930.6 INV=917.5(PLAN) I `--y BENCH MARK #I TNH ELEV = 933.99 SCALE IN FEET #601 • 1,— DENOTES TREE LOCATION # 17 12 NORTH r� I r' I 7 / DENOTES QUALIFYING TREE AS LOCATED BY CORNERSTONE LAND SURVEYING AS SPECIFIED BY THE CITY OF STILLWATER TREE ORDINANCE. ANY DECIDUOUS TREE GREATER THAN 6" DBH. COTTONWOOD, Silver MAPLE & BOXELDER BEING 20" DBH. EXCLUDING BUCKTHORN AND ROCKELM. aLL CONIFEROUS TREES BEING GREAT THAN 10 FEET IN HEIGHT. 930 6 / SECTIONS 30 & 29, TOWNSHIP 30, RANGE. 20 WASHINGTON COUNTY, MN CONTACT: THAD RICH 13310 Boutwell Road North Stillwater, MN 55082 612-770-7653 CITY - COUNTY: CITY OF ST 1 L LWAT E R WASHINGTON, COUNTY VICINTIY MAP MARYKNOLL DR. DATE REVISION 9-8-14 PRELIMINARY 12-12-14 REVISED CERTIFICATION: I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Land Surveyor under the laws of the state of MINNESOTA. Daniel L. Thurmes Regis ration No: 25718 Date: 9-8-14 PROJECT LOCATION: 1 3 3 1 0 BOUTWELL RD. N. Suite #1 6750 Stillwater Blvd. N. Stillwater, MN 55082 Phone 651.275.8969 Fax 651.275.8976 dan@cssurvey CORNERSTONE LANID SURVEYING, INC FILE NAME PROJECT NO. SURVTRO1 TREE SURVEY C1.1.2 / • -. ft., ......,� i �/ / / ' _ - \ / -- \ \ / \ / \ / / / ( • 1 / / / �\ oag I \ \ \ / / / L / /\ • SAN MN li.44 §08.9 INV=897.4� ^y 8"VCP • STS MH / \ \r RIM=909.2-' INV=906.5 \ \\ \ 1 \) / 6, / / / / / ' / 1 // ./#18 35 1184 #18'45 #1847 #1'8 4 #1 AL \ 411396 \ #1:95 \ \ ` \ \ #1889 \ #189 \ \ 892 \ - #1f888 • • • #1832 1834 / 7 7/ .12"PVC INV=907.4 9/0, #1827 +SB#1 #1828 #1829/� / / 18/r0 #1:41 1854 . _ 86#1869, • 1859 57 #1823 AL AL WETLAND #2 TYPE 1/3 WETLAND AREA = 34,472 SQ.FT. 6 5 7 #1761 WETLAND #3 TYPE 1 WETLAND AREA = 2,857 SQ.FT. #1825 • #1822 #1816 #1869 1867 #1871 41881 eob- 10 #1886 #1870 1872 • #1873 #1875 #1874 1826 41771 #1813 1764 ze, J\ • • • 1(1756 #1766 SB#3 #1768 • ‘90- #1755 #3416 #1877 #1880 #3402 #1876 1879 #340 408 437 #3441 #3438-- 3418 13421 / / / 1778 / #1,812 / / #1780-- - .5555, WETLAND TYPE 1 WETLAND AREA = 1,861 SQ.FT. #1803 #3493 475 3474 / 9- 13451 co cNi 347 / #3468 #3467 #3470 #3462 #3463 / / LEGEND • 7 • #3495 / -111733 #1726 #1731 971 • REMOVE AND METER #1785 #1789 #1797 • • #3496 #1788 • #606 #607 REMOVE SHED REMOVE OWER POLE/ COORDINATE TEMPORARY RELOCAT#ON OF POWER POLE DURING SANITA'Ry SEWEE CONSTRUCTION • #6 • • 5 #654 REMOVE WALK #647 ABANDON REMOVE GRAVEL DRIVE WELL PROTEcT EXISTING WALK 464 -- #1791! RNEEMWOVR\I EiwTLLor,_WIWTHAyIN, #1794 05 • 61 / / / / ii #619 / i/ i/ ( Ak • EXISTING GM MANHOLE CULVERT GAS METER FENCE CONCRETE CATCH BASIN HYDRANT SIGN PROPOSED OR REMOVE BITUMINOUS REMOVE GRAVEL REMOVE STRUCTURE 48, WATER VALVE UTILITY POLE 8 LIGHT POLE TELE/ELEC BOX V GAS VALVE OVERHEAD WIRES ® WELL • DENOTES FOUND 1/2" IRON PIPE O DENOTES SET 1/2" IRONPIPE MARKED RLS 25718 #XX EXISTING TREE TO BE SAVED #XX REMOVE TREE WETLAND #1 TYPE 1 WETLAND AREA = 13,415 SQ.FT. // DEMOLITION NOTES tk REQUIRED 'STING SANITARY _914- • #1713 • #1705-- #1710 PROTECT EXISTING HY RANT PROTECT EXISTING POLE REMOVE BITUMINOUS PATH SB#7 • REMOVE CURB & GUTTER SAN MH • • #1 0"OAK 1. ALL REQUIRED PERMITS FOR DEMOLITION SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO BEGINNING WORK. CONTRACTOR TO PROVIDE PRE -DEMOLITION REGULATED WASTE INVENTORY. 2. CONSTRUCTION ENTRANCE AND SILT FENCE (SHEET C3.1) SHALL BE IN PLACE PRIOR TO DEMOLITION OPERATIONS. PROTECT ALL ADJACENT LANDS FROM DAMAGE DURING DEMOLITION WORK. ANY OFF -SITE AREAS DISTURBED SHALL BE RETURNED TO A CONDITION EQUAL TO OR BETTER THAN THE EXISTING CONDITION. 3. THE LOCATIONS, SIZES AND TYPES OF ALL EXISTING UTILITIES, SUCH AS WATERMAINS, SEWERS, ETC. AS SHOWN ON THESE PLANS HAVE BEEN DETERMINED FROM THE BEST AVAILABLE INFORMATION AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER AND OWNER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE LOCATIONS SHOWN. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL UTILITY COMPANIES 72 HOURS PRIOR TO THE COMMENCEMENT OF ANY DEMOLITION AND HAVE THEIR FACILITIES LOCATED IN THE FIELD PRIOR TO ANY WORK BEING DONE. CONTRACTOR SHALL CONTACT UTILITY LOCATION SERVICE PRIOR TO COMMENCEMENT OF WORK. 4. NO DEMOLITION MATERIALS SHALL BE DISPOSED OF ON -SITE. REMOVE EXISTING MATERIALS FROM THE SITE IN ACCORDANCE WITH ALL LOCAL, COUNTY, STATE AND FEDERAL REQUIREMENTS. CONTRACTOR TO PERFORM PREDEMOLITION HAZARDOUS MATERIALS INVENTORY BEFORE BUILDING DEMOLITION. 5. PROTECT ALL STRUCTURES NOT LABELED FOR DEMOLITION FROM DAMAGE DURING ALL PHASES OF CONSTRUCTION. REPAIR ANY DAMAGED STRUCTURES THAT ARE TO REMAIN TO A CONDITION EQUAL TO OR BETTER THAN THE EXISTING CONDITION AT NO ADDITIONAL COST. 6. BARRICADES, SUFFICIENT LIGHTS, SIGNS AND OTHER TRAFFIC CONTROL METHODS AS MAY BE NECESSARY FOR THE PROTECTION AND SAFETY OF THE PUBLIC SHALL BE PROVIDED AND MAINTAINED THROUGHOUT THE LIFE OF THE PROJECT. 7. NOTIFY ENGINEER OF DISCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS. 8. COORDINATE ALL UTILITY RELOCATIONS WITH THE APPROPRIATE UTILITY COMPANIES. PROVIDE UNINTERRUPTED SERVICE TO ALL NEIGHBORING BUILDINGS. #646 • INV=917.5(PLAN) REMOVE PAVEMENT AS REQUIRED TO CONNECT TO EXISTING WATERMAIN • NOTES • • • / / 1. BACKGROUND INFORMATION TAKEN FROM BOUNDARY SURVEY AND TOPOGRAPHIC SURVEY PERFORMED BY CORNERSTONE LAND SURVEYING, INC., STILLWATER, MINNESOTA, ON JUNE 4, 2014, EXPRESSLY FOR THIS PROJECT. WETLANDS DELINEATED BY KJOLHAUG ENVIRONMENTAL SERVICES COMPANY, INC. DATE OF REPORT MAY 27, 2014 AND WETLAND FLAGS LOCATED BY CORNERSTONE LAND SURVEYING, INC. ON JUNE 4, 2014. TREES SHOWN ON THIS SURVEY WERE IDENTIFIED AND FIELD LOCATED BY CORNER STONE LAND SURVEYING. SEE SHEET C3.1 FOR EROSION CONTROL FENCE SEE SHEET L1.1 FOR TREE REMOVAL 40 120 THAD RICH 13310 BOUTWELL ROAD NORTH 612-770-7653 pRoiEcT RICHLIND STILLWATER, MINNESOTA ISSUE PRELIMINARY PLAT RESUBMITTAL ISSUE INDEX DATE PRELIMINARY PLAT SUBMITTAL 12/18/14 PRELIMINARY PLAT 01/30/15 RESUBMITTAL (LOSS 2 LOTS) SHEET CO.1 C1.1 C1.1.2 C1.2 C2.1 C3.1 C3.2 C3.3 C5.1 L1.1 L1.2 SWPPP INDEX COVER SHEET EXISTING CONDITIONS TREE SURVEY DEMOLITION PLAN SITE PLAN & WETLAND PLAN GRADING PLAN EROSION CONTROL PLAN GRADING DETAILS UTILITY PLAN UTILITY DETAILS PRELIMINARY PLAT TREE PRESERVATION PLAN TREE PRESERVATION SCHEDULE LANDSCAPE PLAN SWPPP PLAN 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 p 612.260.7980 f 612.260.7990 www.elanlab.com CERTIFICATION I hereby certify that this plan was prepared by me, or und r my direct ik supervision, and tr a duly Licensed Pro6,0 Iv, inee er OCk co Stephen M. Johnston DATE REGISTRATION NO. 18914 01/30/15 SHEET C102CLS02. DWG DEMOLITION PLAN C1.2 PR OJ E CT NO Know what's SCALE IN FEET 1 WETLAND 2 MANAGEMENT LEVEL B MAINTAIN OUTLOT WETLAND 3 MANAGEMENT LEVEL A PERSERVE (MANAGE 1) WETLAND BUFER INFILTRATION FACILITY BY BUILDER (SEE NOTES) 12 N,11 10 77 77 77 77 BUFFER DISTURBANCE FOR STORM SEWER WETLAND 4 MANAGEMENT LEVEL A PRESERVE (MANAGE 1) \ 1\ ,\e---/ - - / \ \ (\ ___ ___ \ \ -•\---\\- \ \ \ \ \ \ \ \ \ \ \ \ /\ \\\\ \ \\\\ \ \ \ \ _-- -- 14 / \ \ \ \ \ / \ \ INFILTRATION F CILITY / /1 // \ \ \ \ \ \\\\\\ \\\\\\\ --- -__/ . 0 BY BUILDER (SEE NOTES) / \ \ >> z \ \ \ / > , / // \ \,, a i NORTH FORE T i Y 9 / I INFILTRATION 1 PI IN i / / / / / / / / INFILTRATION FACILITY BY BUILDER SEE NOTES) INFILTRATION FACILITY 17 BY BUILDER (SEE NOTES) WETLAND SUMMARY AREA IMPACT BALANCE WETLAND 1 WETLAND 2 WETLAND 3 WETLAND 4 13,416 SF. 0.31 AC. 34,294 SF. 0.79 AC. 2,857 SF. 0.06 AC. 1,861 SF. 0.04 AC. 433 SF. 0.01 AC. _ - 545 SF. 0.01 AC. 12,983 SF. 0.30 AC. 34,294 SF. 0.79 AC. 2,857 SF. 0.06 AC. 1,316 SF. 0.03 AC. TOTAL 52,428 SF. 1.20 AC. * 978 SF. 0.02 AC. 51,450 SF. 1.18 AC. * LESS THAN 1,000 SF. DE MINIMIS ALLOWED UNDER WETLAND CONSERVATION ACT WITHOUT MITIGATION OR SEQUENCING. LOT SUMMARY \ \ \ \ \ \ \ / \ \ CURB INLET -BUFFER DISTURBANCE FOR STORM SEWER BUFFER DISTURBANCE// FOR GRADING OF STREET LOT GROSS LOT AREA LOT AREA NET OF WETLAND & WETLAND BUFFER LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 OUTLOT A RIGHT-OF-WAY 25,162 SF. 35,597 SF. 57,131 SF. 66,782 SF. 25,094 SF. 30,558 SF. 23,870 SF. 21,951 SF. 1,791 SF. 36,517 SF. 0.58 AC. 0.82 AC. 1.31 AC. 1.53 AC. 0.57 AC. 0.70 AC. 0.55 AC. 0.50 AC. 0.04 AC. 0.84 AC. 9,443 SF. 14,876 SF. 27,747 SF. 19,653 SF. 14,621 SF. 15,766 SF. 19,660 SF. 21,951 SF. 0.22 AC. 0.34 AC. 0.64 AC. 0.45 AC. 0.34 AC. 0.36 AC. 0.45 AC. 0.50 AC. TOTAL 324,453 SF. 7.44 AC. 143,717 SF. 3.30 AC. BUFFER DISTURBANCE , FOR GRADING OF STREET WETLAND FILL 433 SF. WETLAND 1 MANAGEMENT LEVEL A PRESERVE PROJECT SUMMARY / / / / / / / / / / a TOTAL AREA 33' BOUTWELL RD ROW GROSS AREA REMAINING WETLAND AREA NEW RIGHT-OF-WAY OUTLOT A NET AREA 340,841 SF. 16,388 SF. 324,453 SF. 7.82 AC. 0.38 AC. 7.44 AC. 51,450 SF. 36,517 SF. 1,791 SF. 234,695 SF. 1.18 AC. 0.84 AC. 0.04 AC. 5.38 AC. TOTAL LOTS GROSS DENSITY NET DENSITY 8 LOTS 1.08 UNIT/AC. 1.49 UNIT/AC. ZONING : RA - ONE FAMILY RESIDENTIAL BUILDING SETBACKS MINIMUM LOT STANDARD FRONT 30' SIDE 10' REAR 25' LOT AREA 10,000 SF. LOT WIDTH 75 FEET LOT DEPTH 100 FEET ALL MINIMUM LOT STANDARD MET VARIANCE SUMMARY LOT 1, 3, 4, 5 & 6 FRONT YARD SETBACK REDUCED FROM 30' TO 35' LOT 2 WETLAND BUFFER REDUCED FROM 60' TO 35' MINIMUM DUE TO EXISTING HOUSE. SITE PLAN NOTES 1. BACKGROUND INFORMATION TAKEN FROM BOUNDARY SURVEY AND TOPOGRAPHIC SURVEY PERFORMED BY CORNERSTONE LAND SURVEYING, INC., STILLWATER, MINNESOTA, ON JUNE 4, 2014, EXPRESSLY FOR THIS PROJECT. WETLANDS DELINEATED BY KJOLHAUG ENVIRONMENTAL SERVICES COMPANY, INC. DATE OF REPORT MAY 27, 2014 AND WETLAND FLAGS LOCATED BY CORNERSTONE LAND SURVEYING, INC. ON JUNE 4, 2014. TREES SHOWN ON THIS SURVEY WERE IDENTIFIED AND FIELD LOCATED BY CORNER STONE LAND SURVEYING. 2. INDIVIDUAL LOT INFILTRATION BASINS TO BE BUILT AT THE TIME OF HOUSE CONSTRUCTION. EACH BASIN TO BE SIZED TO STORE AND INFILTRATE 0.5" RUNOFF FROM ALL IMPERVIOUS AREAS THAT DO NOT DRAIN TO THE STREET. SITE INFILTRATION BASINS IN LOCATIONS THAT INTERCEPT THE RUNOFF OR DIRECT THE RUNOFF TO THE BASINS THOUGH THE USE OF GUTTERS AND /OR PIPES. LEGEND WETLAND IMPACT 978 SF. (LESS THAN 1,000 SF. DE MINIMIS ALLOWED BY WCA) BUFFER VARIANCE FOR LOT 2 BUILDABLE LOT AREA e 40 120 OWNER/DEVELOPER THAD RICH 13310 BOUTWELL ROAD NORTH STILLWATER, MN 55082 612-770-7653 PROJECT RICHLIND STILLWATER, MINNESOTA ISSUE PRELIMINARY PLAT RESUBMITTAL ov3o/15 ISSUE INDEX DATE PRELIMINARY PLAT SUBMITTAL 12/18/14 PRELIMINARY PLAT 01/30/15 RESUBMITTAL (LOSS 2 LOTS) SHEET 00.1 01.1 01.1.2 01.2 02.1 INDEX COVER SHEET EXISTING CONDITIONS TREE SURVEY DEMOLITION PLAN SITE PLAN & WETLAND PLAN 03.1 GRADING PLAN 03.2 EROSION CONTROL PLAN 03.3 GRADING DETAILS 04.1 UTILITY PLAN 04.2 UTILITY DETAILS 05.1 PRELIMINARY PLAT L1.1 TREE PRESERVATION L1.2 TREE PRESERVATION L2.1 LANDSCAPE PLAN SWPPP SWPPP PLAN PLAN SCHEDULE 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 p 612.260.7980 f 612.260.7990 www.elanlab.com CERTIFICATION I hereby certify that this plan was prepared by me, or under my direct supervision, and tha duly rctLicensed ProdVo I er the laws ‘A 1tate1I A. cos"'sk Stephen M. Johnston REGISTRATION NO. 18914 DATE 01/30/15 SHEET C201CLS02.DWG SITE PLAN & WETLAND PLAN 02.1 SCALE IN FEET PROJECT NO. CLS14002 • ♦ ♦ • • • • 1 • • 1 • • • • / '♦ \• • \ „ • I ♦ • co 0 • • ♦ • • • '`♦ 4 \ \I I I � • • ♦ ♦ • `\ • • • • ♦ • • • 1 / / / / R.4'``" ‘1.P `' • • n OUTLOT-A- WETLAND 3 HWL 09.9 (2 Yq HWL 910.0 (10 YR) HWL 909.9 (100 YR) / / / / / / \ BUILDING PAD NOTES cs) N7C.1' CV 1 • • • • • • • • • • • 3.1 0 1. BUILDING SETBACK: FRONT 30 FEET LOT 2,7,8 FRONT 25 FEET LOT 1,3,4,5,6,8 REAR 25 FEET SIDE 10 FEET 2. FB = FULL BASEMENT - NO CHANGE IN GRADE FROM FRONT TO BACK OF HOME) 3. FBLO = FULL BASEMENT LOOKOUT - GRADE AT REAR OF HOME ALLOWS FOR WINDOWS 42" ABOVE BASEMENT FLOOR. 4. FBWO = FULL BASEMENT WALKOUT - GRADE AT THE REAR OF THE HOME FACILITATES INGRESS AND EGRESS ACCESS. GENERALLY THIS DESIGN ALLOWS FOR A MAXIMUM CEILING HEIGHT OF 8' IN BASEMENT. A 10'-FBWO ALLOWS UP TO 10' CEILING HEIGHT IN THE BASEMENT. RAISE BASEMENT FLOOR ELEVATION AS NEEDED TO MATCH ACTUAL CEILING HEIGHT (HOLD GRADE AT FRONT OF HOME). 5. SPECIAL CIRCUMSTANCES: S-FBWO OR S-FBLO = WALKOUT OR LOOKOUT ACHIEVED AT SIDE RATHER THAN REAR OF HOME. FBWO-DROP OR FBLO-DROP = GARAGE FLOOR IS DROPPED RELATIVE TO FIRST FLOOR ELEVATION TO FIT WALKOUT OR LOOKOUT. • • 0 • • NORTH FOREBAY INFILTRATION BASIN BOTTOM 923.2 HWL 924.7 (1") HWL 925.5 (2 YR) AND co RAT CONTROL POND 925.5 925.0 50' VC - PVI 5+50 PVI ELEV 925.88 - LOW POINT 5+42 925.96 GRADING NOTES 7.7 20 lbi I 4 1 C3.3 SOUTH FOREBAY / p•IFILTRATION BASIN HWL 923.3 (1") HWL 924.7 (2 YR) HWL 926.0 (10 YR) HWL 926.4 (100 YR) • 28.6 VI 3+2 29.75 - • • • 1/ ix ://1///1 / // • • _926_ // • • • • • 5 • • • • • • • • • • • • • NCO • • • • • • • • • • • PATCH STREET T MATCH EXISTING / STREET SECTIO • • SURMOUNTABLE CONCRETE GU TTER TYPICAL / STREET / SECTION / DE BR, EAK • • • • - 7,1 CURB & GUTTER -- PEDESTRIAN RAMP MATCH EXISTING TRAIL PATCH STREET TO MATCH EXISTING STREET SECTION STREET PATCHING (TYP) PEDESTRIAN RAMP / MATCH EXISTING TRAIL & MATCH EXITING CURB & GUTTER 1. BACKGROUND INFORMATION TAKEN FROM BOUNDARY SURVEY AND TOPOGRAPHIC SURVEY PERFORMED BY CORNERSTONE LAND SURVEYING, INC., STILLWATER, MINNESOTA, ON JUNE 4, 2014, EXPRESSLY FOR THIS PROJECT. WETLANDS DELINEATED BY KJOLHAUG ENVIRONMENTAL SERVICES COMPANY, INC. DATE OF REPORT MAY 27, 2014 AND WETLAND FLAGS LOCATED BY CORNERSTONE LAND SURVEYING, INC. ON JUNE 4, 2014. TREES SHOWN ON THIS SURVEY WERE IDENTIFIED AND FIELD LOCATED BY CORNER STONE LAND SURVEYING. 2. VERIFY ALL FIELD CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES OR UNKNOWN UTILITIES ARE FOUND THAT IMPACT DESIGN OR IMPAIR CONSTRUCTION, THE ENGINEER AND OWNER SHOULD BE IMMEDIATELY NOTIFIED. 3. SEE SHEET C1.1 AND L1.1 FOR ALL DIRECTION AND REQUIREMENTS PERTAINING TO EXISTING TREES. 4. PROTECT ALL SURFACE SITE FEATURES NOT NOTED FOR REMOVAL. 5. ALL UNDOCUMENTED FILL, TOPSOIL, AND SOFT CLAY AND SILT LAYERS SHALL BE REMOVED FROM WITHIN THE PROPOSED BUILDING PAD OR STREETS. A GEOTECHNICAL ENGINEER OR THEIR DESIGNATED REPRESENTATIVE SHALL OBSERVE THE PROJECT EXCAVATIONS TO VERIFY THAT UNSUITABLE MATERIALS HAVE BEEN PROPERLY REMOVED FROM PROPOSED STRUCTURAL AREAS, THAT ADEQUATE BEARING SUPPORT IS PROVIDED BY THE EXPOSED SOILS AND THAT STRUCTURAL FILL IS PLACED APPROPRIATELY. THE EXPOSED SOIL AT THE BASE OF FOOTINGS SHALL BE COMPACTED TO 98 PERCENT PROCTOR DRY DENSITY (ASTM D698). 6. ON -SITE NON -ORGANIC CLAY (CL), SANDY CLAY (SC) AND SILTY SAND (SM) ARE GENERALLY SUITABLE FOR STRUCTURAL FILL. SILTY CLAY (CL-ML) AND ORGANIC SOILS SHALL NOT BE USED AS STRUCTURAL FILL. PLACEMENT OF STRUCTURAL FILL SHALL BE OBSERVED AND TESTED BY AN EXPERIENCED TECHNICIAN OR ENGINEER TO VERIFY THAT PROPER COMPACTION HAS BEEN ACHIEVED. STRUCTURAL FILL SHALL BE MOISTURE CONDITIONED (DRIED OR WETTED) AS APPROPRIATE PRIOR TO PLACEMENT. MOISTURE CONDITIONED ENGINEERED FILL SHALL BE PLACED AND COMPACTED IN LOOSE LIFTS OF 8 INCHES OR LESS. EACH LIFT OF FILL SHOULD BE COMPACTED BY LARGE VIBRATORY EQUIPMENT UNTIL THE IN -PLACE SOIL DENSITY IS EQUAL TO OR GREATER THAN THE CRITERIA ESTABLISHED WITHIN THE FOLLOWING TABULATION. TYPE OF CONSTRUCTION COMPACTION CRITERIA (% RESPECTIVE PROCTOR) CLAY SAND OR GRAVEL ENGINEERED FILL BELOW FOUNDATIONS 98 ENGINEERED FILL BELOW FLOOR SLABS 98 ENGINEERED FILL PLACED AS PAVEMENT AGGREGATE BASE N/A ENGINEERED FILL PLACED MORE THAN 3 FEET BELOW PAVEMENT AGGREGATE BASE 95 ENGINEERED FILL PLACED IN UPPER 3 FEET BELOW PAVEMENT AGGREGATE BASE 100 98 98 100 95 100 7. SIDEWALLS SHALL BE BENCHED OR SLOPED TO PROVIDE SAFE WORKING CONDITIONS AND STABILITY FOR ENGINEERED FILL PLACEMENT. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ASSESSING THE STABILITY OF AND EXECUTING PROJECT EXCAVATIONS USING SAFE METHODS. THE CONTRACTOR IS ALSO RESPONSIBLE FOR NAMING THE 'COMPETENT INDIVIDUAL- AS PER SUBPART P OF 29 CFR 1926.6 (FEDERAL REGISTER - OSHA). IF SOIL CORRECTION IS REQUIRED IT SHALL EXTEND 3 FEET OUTSIDE OF THE PAVEMENT OR BUILDING LIMITS PLUS ONE FOOT HORIZONTAL FOR EVERY VERTICAL FOOT OF CORRECTION. 8. IT IS RECOMMENDED THAT A SUBSURFACE DRAINAGE SYSTEM BE INSTALLED AT THE BASE OF BASEMENT FOUNDATION WALLS AND UNDER WALKS AND PATIOS. IT IS RECOMMENDED THAT SEPARATE FOUNDATION DRAINAGE SYSTEMS BE INSTALLED ON BOTH THE INTERIOR AND EXTERIOR OF THE FOUNDATION. THE DESIGN OF THESE SYSTEMS SHALL BE PROVIDED BY THE BUILDER. 9. THE CONTRACTOR SHALL PROTECT THE SUBGRADE FROM INCLEMENT WEATHER TO MAINTAIN STABILITY. FOLLOWING REMOVAL OF TOPSOIL AND ANY UNSUITABLE SOILS, THE RESULTING SUBGRADE SHOULD BE SCARIFIED AND RE -COMPACTED TO A DEPTH OF 12 INCHES. A PROOFROLL TEST SHOULD THEN BE PERFORMED TO DETERMINE SOFT OR UNSTABLE SUBGRADE AREAS. IF RUTTING OR LOCALIZED UNSTABLE SUBGRADE AREAS ARE OBSERVED, THOSE AREAS SHOULD BE SUBCUT, MOISTURE -CONDITIONED, AND RE -COMPACTED OR REMOVED TO A STABLE DEPTH. THE PROOF ROLL SHOULD BE PERFORMED WITH A TANDEM AXLE DUMP TRUCK LOADED TO GROSS CAPACITY (AT LEAST 20 TONS). ACCEPTANCE CRITERIA OF THE PROOF ROLL SHALL BE LIMITED TO RUT FORMATION NO MORE THAN ONE INCH (1") DEPTH (FRONT OR REAR AXLES) AND NO PUMPING (ROLLING) OBSERVED DURING THE VISUAL INSPECTION. PROOF ROLL TESTS SHOULD BE OBSERVED BY AN EXPERIENCED TECHNICIAN OR ENGINEER PRIOR TO PLACEMENT OF THE AGGREGATE BASE COURSE TO VERIFY THE SUBGRADE WILL PROVIDE ADEQUATE PAVEMENT SUPPORT. 10. BITUMINOUS PAVING 2" BITUMINOUS WEAR (MNDOT 2360 WEARING COURSE MIXTURE (2,B) TACK COAT (MNDOT 2357) 2" BITUMINOUS BASE (MNDOT 2360 NON -WEARING COURSE MIXTURE 8" AGGREGATE BASE (MNDOT 3138 12" SELECT GRANULAR SUB -BASE COMPACTED SUBGRADE TYPE 9.5 TYPE 12.5 CL5 OR CL7) 11. CONTOURS DO NOT REFLECT STREET HOLDDOWNS. ELEVATIONS INDICATED ARE FINISHED GRADE. 12. INDIVIDUAL LOT INFILTRATION BASINS TO BE BUILT AT THE TIME OF HOUSE CONSTRUCTION. EACH BASIN TO BE SIZED TO STORE AND INFILTRATE 0.5" RUNOFF FROM ALL IMPERVIOUS AREAS THAT DO NOT DRAIN TO THE STREET. SITE INFILTRATION BASINS IN LOCATIONS THAT INTERCEPT THE RUNOFF OR DIRECT THE RUNOFF TO THE BASINS THOUGH THE USE OF GUTTERS AND /OR PIPES. • • • LEGEND • • • • • • OWNER/DEVELOP ER THAD RICH 13310 BOUTWELL ROAD NORTH STILLWATER, MN 55082 612-770-7653 PROJECT RICHLIND STILLWATER, MINNESOTA ISSUE PRELIMINARY PLAT RESUBMITTAL ISSUE INDEX DATE PRELIMINARY PLAT SUBMITTAL 12/18/14 PRELIMINARY PLAT 01/30/15 RESUBMITTAL (LOSS 2 LOTS) SHEET L1.1 L1.2 SWPPP • • 951.0 FBWO 951.0 960.5 959.0 BUILDING PAD REAR ELEV TYPE OF BUILDING BASEMENT ELEV FIRST FLOOR ELEV FRONT ELEV SCOURSTOP MAT WITH BULLET ANCHOR SEE SHEET C3.1 FOR EROSION CONTROL FENCE SEE SHEET L1.1 FOR TREE REMOVAL 120 INDEX COVER SHEET EXISTING CONDITIONS TREE SURVEY DEMOLITION PLAN SITE PLAN & WETLAND PLAN GRADING PLAN EROSION CONTROL PLAN GRADING DETAILS UTILITY PLAN UTILITY DETAILS PRELIMINARY PLAT TREE PRESERVATION PLAN TREE PRESERVATION SCHEDULE LANDSCAPE PLAN SWPPP PLAN 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 p 612.260.7980 f 612.260.7990 www.elanlab.com CERTIFICATION I hereby certify that this plan was prepared by me, or under my direct supervision, and thrct a duly Licensed ProdVo I er the laws ‘A 1state A. cos"'sk Stephen M. Johnston REGISTRATION NO. 18914 DATE 01/30/15 SHEET C301CLS02.DWG GRADING PLAN C3.1 PROJECT NO. Know what's SCALE IN FEET • • • / / \ • • \ • % \) i I I I I • / / • • • '_, 1 1 • • • • • ♦♦ • • ♦ ♦ ♦`♦ • • 976 INFILTRATION BASIN NOTES 0 ----��1(71\_. •• ♦ \• ♦ • \ • • N rn ) / / / / / / / / / WETLAND1'2 HWL 906.9 (2 YR) HWL 907.8 (10 YR) HWL 908.7 (100 YR) WETLAND BUFFER MARKER (TYP) THE CONTRACTOR IS SOLELY RESPONSIBLE FOR PREVENTING COMPACTION OF SOILS AND PREVENTING EROSION WITHIN THE INFILTRATION BASINS. THE FOLLOWING IS THE RECOMMENDED SEQUENCING OF THE WORK. HOWEVER THE CONTRACTOR IS SOLELY RESPONSIBLE FOR SELECTING THE MEANS AND METHODS OF CONSTRUCTION THAT WILL RESULT IN A FUNCTIONING INFILTRATION BASIN OF THE SIZE AND IN THE LOCATION AND ELEVATION INDICATED ON THE PLANS. ANY ORGANIC MATTER, CLAY OR SILT SHALL BE REMOVED IN ITS ENTIRETY TO A DEPTH OF 3 FEET BELOW THE BOTTOM OF THE BASIN. IF ANY OF THESE SOILS ARE INADVERTENTLY ALLOWED TO ENTER THE BASINS THEY SHALL BE REMOVED TO THE SATISFACTION OF THE GEOTECHNICAL ENGINEER. THE BASINS SHOULD BE EXCAVATED WITH A BACKHOE OR EQUIPMENT WHICH WILL IMPART A MINIMAL COMPACTIVE LOAD ON THE SOIL. SOIL WHICH BECOMES COMPACTED SHALL BE DE -COMPACTED BY MECHANICAL MEANS TO THE SATISFACTION OF THE GEOTECHNICAL ENGINEER. THE GEOTECHNICAL ENGINEER MAY TEST INFILTRATION RATES UTILIZING A DOUBLE RING INFILTROMETER. IF TESTED THE SOILS MUST EXHIBIT AN AVERAGE INFILTRATION RATE OF AT LEAST ONE INCH PER MINUTE. THE BASINS SHALL BE EXCAVATED TO THE INDICATED CONTOURS MINUS 3 INCHES. THE CONTRACTOR SHALL THEN ADD THREE INCHES OF MNDOT 3890 GRADE 2 COMPOST (MANURE, LEAVES AND YARD WASTE). THIS COMPOST SHALL BE INTEGRATED INTO THE SOIL BY PLOWING, ROTOTILLING AND ANOTHER METHOD THAT ACHIEVES COMPLETE MIXING TO A DEPTH OF 6 TO 8 INCHES. AFTER THE FINAL GRADE HAS BEEN ESTABLISHED AND CONFIRMED BY THE SURVEYOR THE BASINS SHALL BE VEGETATED WITH SEED. THE FOREBAY SHALL BE SEEDED, SODDED, MULCHED OR STABILIZED ON AN ONGOING BASIS AS NEEDED TO PREVENT EROSION. UNTIL THE ENTIRE SITE IS VEGETATED AND THE PROJECT RECEIVES FINAL ACCEPTANCE THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF ANY SEDIMENT THAT COLLECTS IN THE FOREBAY. THE FOREBAY SHALL BE CLEANED AT A MINIMUM OF WHENEVER THE SEDIMENT REACHES A LEVEL OF ONE HALF THE AVAILABLE VOLUME BELOW THE OUTLET PIPE. THE INFILTRATION BASINS SHALL BE PROTECTED AT ALL TIMES WITH SILT FENCE SET AT THE 100 YR HWL FOR BASIN A AND FOREBAY. THE SILT FENCE SHALL BE INSTALLED AND MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED. THE OVERFLOW BETWEEN THE FOREBAY AND INFILTRATION BASIN SHALL NOT BE CONSTRUCTED UNTIL PERMANENT VEGETATION IS ESTABLISHED IN THE INFILTRATION BASIN AND TEMPORARY OR PERMANENT VEGETATION IS ESTABLISHED ON THE MAJORITY OF THE LOT. / WETLAND 3 HWL i09.9 (2 YR.) HWL 910.0 (10 YR) HWL 909.9 (100 YR) j 1 I / 1 1 1 I / 1\ \ 1 \ \\\ \\\ \\\ • \\\ • • I • • • \ \ • 92 --------------------- / ' WETLAND BUFFER SEEDING NOTES / co 7 • • • \n , • • K ------ 930 AND HWL 7 (2-YR3 ) HWL 3.8 100-YRINi0N - PROTEC,TION 914 RA ONTROL POND 15.0 (DRY) H 916.5 (2 YR)-- Wt 917.4 (10 YR) HWL 920.15 (100_Y� ♦- \__ INL PROTECT + + + + + + + + �- y�►%`i + + /'ice 96 + + v RING INFILTRATION 1*1* + vBASINS WITH SILT ® �� � , FENCE AFTER 4�' NNIP �' CONSTRUCTIONSI�r ��, tll 1 / I�.,tI t11 I I �� \ Amo,,A,/,:;I 00' ; I I 10 n 14 I ��0 i ,I��� � �J22 C4 iot , 4z .47:12; __;_eivrAfr:_tqr,,,-..ai-4,4): "%i Et 41rtilia, r),r41,102 Tr::: NORTH FOREBAY / INFILTRATION BASIN BOTTOM 923.2 HWL 924.7 (1") HWL 925.5 (2 YR) HWL 925.6 (10 YR)z HWL 925.9 G10Q YR) 1. DISK AND SPREAD TOPSOIL IN ALL GRADED AREAS OF WETLAND BUFFER AT MINIMUM EIGHTEEN (18) INCH DEEP. 2. APPLY FIBER BLANKET OR CLEAN STRAW MULCH TO ALL SEEDED AREAS AT A RATE OF ONE AND ONE HALF (1 1/2) TONS PER ACRE. ANCHOR MULCH WITH A DISK OR TACKIFIER. 3. NO FERTILIZER IS ALLOWED IN BUFFER AREAS. 4. ALL EQUIPMENT WORKING IN WETLAND BUFFER AREAS SHALL BE LIGHTWEIGHT EQUIPMENT TO MINIMIZE SOIL COMPACTION AND IMPACTS TO WETLAND BUFFER. 5. MAINTAIN SILT FENCE AND CATCH BASIN PROTECTION AS SHOWN ON GRADING PLAN UNTIL ESTABLISHMENT OF NATIVE SEEDING. 6. ALL NATIVE SEEDING USED ON THIS PROJECT SHALL BE CERTIFIED TO BE OF MINNESOTA (OR AS SPECIFIED) ORIGIN BY THE MINNESOTA CROP IMPROVEMENT ASSOCIATION (MCIA). DOCUMENTATION VERIFYING THE ORIGIN OF THIS SEED IS TO BE PROVIDED TO THE LANDSCAPE ARCHITECT AT LEAST 30 DAYS PRIOR TO INSTALLATION DATE. 7. FOLLOW SEEDING METHOD, SEEDING INSTALLATION, AND SITE PREPARATION AS PER THE MNDOT SEEDING MANUAL 2014 UNLESS NOTED OTHERWISE ON THE LANDSCAPE PLANS OR IN THE SPECIFICATION BOOKLET. RING INFILTRATION BASINS WITH SILT FENCE AFTER-- CONS�-R1J TIONS / EROSION CONTROL NOTES ------------- ---------------------------------------------- ------------- • SOUTH FOREBAY / INFILTRATION BASIN ,/ BOTTOM 922.0 HWL 924.7 (2 YR) HWL 926.0 (10 YR) HWL 926.4 (100 YR) • -924 • • • ------------ -- HWL 920.1 (2 YR) 1 / / / / / )10 • • Ye • • • • • • • • • • • • • • • • 1. BACKGROUND INFORMATION TAKEN FROM BOUNDARY SURVEY AND TOPOGRAPHIC SURVEY PERFORMED BY CORNERSTONE LAND SURVEYING, INC., STILLWATER, MINNESOTA, ON JUNE 4, 2014, EXPRESSLY FOR THIS PROJECT. WETLANDS DELINEATED BY KJOLHAUG ENVIRONMENTAL SERVICES COMPANY, INC. DATE OF REPORT MAY 27, 2014 AND WETLAND FLAGS LOCATED BY CORNERSTONE LAND SURVEYING, INC. ON JUNE 4, 2014. TREES SHOWN ON THIS SURVEY WERE IDENTIFIED AND FIELD LOCATED BY CORNER STONE LAND SURVEYING. 2. FOLLOW ALL LOCAL, COUNTY, WATERSHED, AND STATE REQUIREMENTS COVERING STORMWATER COMPLIANCE. 3. INSTALL SILT FENCE AND ROCK CONSTRUCTION ENTRANCE PRIOR TO COMMENCING GRADING ACTIVITIES. 4. INSPECTIONS SHALL BE CONDUCTED BY THE CONTRACTOR ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. 5. AS GRADING IS EXECUTED, THE CONTRACTOR SHALL MAINTAIN / INSTALL SILT FENCE, ROCK ENTRANCES, CATCH BASIN PROTECTION AND DITCH CHECKS AS SHOWN ON THE PLAN TO MINIMIZE RUNOFF OF SEDIMENT. 6. ADJACENT STREETS TO BE SCRAPED CLEAN DAILY AND SWEPT CLEAN WEEKLY OR MORE OFTEN AS NEEDED. 7. THE CONTRACTOR SHALL LIMIT THEIR ACTIVITIES TO THE GRADING LIMITS SHOWN ON THE GRADING PLAN. ALL CONSTRUCTION ACTIVITIES SHALL COMPLY WITH LOCAL ORDINANCE. THE CONTRACTOR SHALL SCHEDULE THEIR OPERATIONS TO MINIMIZE THE DISTURBED AREA AT ANY GIVEN TIME. 8. TEMPORARY SOIL STOCKPILES SHALL HAVE SEDIMENT CONTROLS, AND SHALL NOT BE PLACED IN STORM WATER CONVEYANCES OR SURFACE WATERS. 9. RESTORATION: A. ALL DISTURBED NON -PAVED AREAS SHALL BE RESTORED WITH A MINIMUM OF SIX INCHES (6'') OF TOPSOIL AND SEED AS DIRECTED BY THE ENGINEER, WITHIN 7 DAYS FOLLOWING COMPLETION OR SUSPENSION OF GRADING ACTIVITY IN THAT PARTICULAR AREA. B. ALL SEED, SOD, MULCH AND FERTILIZER PLACEMENT SHALL CONFORM WITH MnDOT SPECIFICATION 2575, AND AS MODIFIED BELOW: ITEM SOD SEED - EROSION CONTROL (TYPE 25-131 LOW MAINTENANCE TURF 0220 LB/AC.) MULCH - HYDROMULCH WITH TACTIFIER 3882 (TYPE 1 HYDRAULIC SOIL STABILIZER) FERTILIZER 3881 MnDOT SPECIFICATION NUMBER 3878 3876 10. ALL NATIVE SEEDING USED ON THIS PROJECT SHALL BE CERTIFIED TO BE OF MINNESOTA (OR AS SPECIFIED) ORIGIN BY THE MINNESOTA CROP IMPROVEMENT ASSOCIATION (MCIA). DOCUMENTATION VERIFYING THE ORIGIN OF THIS SEED IS TO BE PROVIDED TO THE LANDSCAPE ARCHITECT AT LEAST 30 DAYS PRIOR TO INSTALLATION DATE. 11. FOLLOW SEEDING METHOD, SEEDING INSTALLATION, AND SITE PREPARATION AS PER THE MNDOT SEEDING MANUAL 2014 UNLESS NOTED OTHERWISE ON THE LANDSCAPE PLANS OR IN THE SPECIFICATION BOOKLET. 12. SEE SWPPP PLAN FOR ADDITIONAL REQUIREMENTS. • • • LEGEND • ROCK CONSTRUCTION ENTRANCE CONCRETE WASHOUT AREA • • / \\ 1://:// • • SILT FENCE INSTALLED PRIOR TO ROUGH GRADING STORM STRUCTURE PROTECTION ROCK CONSTRUCTION ENTRANCE SOD EROSION CONTROL MNDOT 25-131 LOW MAINTENANCE TURF APPLIED WITH HYDROMULCH W/ TACTIFIER BUFFER/ UPLAND MNDOT 35-221 DRY PRAIRIE GENERAL BROADCAST SEEDING TEMPORARY - MIXTURE 21-111 OATS COVER CROP SEEDING RATE PLS 36.5 LBS/AC. STORMWATER MNDOT 33-261 STORMWATER SOUTH & WEST BROADCAST SEEDING TEMPORARY - MIXTURE 21-111 OATS COVER CROP SEEDING RATE PLS 35 LBS/AC. EROSION CONTROL BLANKET (3:1 SLOPE) 40 120 OWNER/DEVELOPER THAD RICH 13310 BOUTWELL ROAD NORTH STILLWATER, MN 55082 612-770-7653 PROJECT RICHLIND STILLWATER, MINNESOTA ISSUE PRELIMINARY PLAT RESUBMITTAL ISSUE INDEX DATE PRELIMINARY PLAT SUBMITTAL 12/18/14 PRELIMINARY PLAT 01 /30/15 RESUBMITTAL (LOSS 2 LOTS) SHEET C1.2 L1.1 L1.2 SWPPP INDEX COVER SHEET EXISTING CONDITIONS TREE SURVEY DEMOLITION PLAN SITE PLAN & WETLAND PLAN GRADING PLAN EROSION CONTROL PLAN GRADING DETAILS UTILITY PLAN UTILITY DETAILS PRELIMINARY PLAT TREE PRESERVATION PLAN TREE PRESERVATION SCHEDULE LANDSCAPE PLAN SWPPP PLAN 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 f 612.260.7990 www.elanlab.com CERTIFICATION I hereby certify that this plan was prepared by me, or und r my direct i1/4 supervision, and tr a duly Licensed Pro6,0 IVA inee er the laws ‘4 Xstate ti A. OCk Stephen M. Johnston DATE SHEET C302CLS02.DWG EROSION CONTROL PLAN C3.2 PROJECT NO. Know what's Call befobreelyoowu SCALE IN FEET OWNER/DEVELOPER PLASTIC ZIP TILES (50 LBS TENSION) HOLDS GEOTEXTILE IN PLACE ON ALL POSTS DROP INLET WITH GRATE r- 1' MINIMUM LENGTH POST 36" GEOTEXTILE N 0 z c8) A L TYPE 9 MULCH GEOTEXTILE ANCHORAGE LAY GEOTEXTILE UNDER TYPE 9 MULCH - 12" OUT NOTE: ALL GEOTEXTILE USED FOR INLET PROTECTION SHALL BE MONOFILAMENT IN BOTH DIRECTIONS, MEET MNDOT 3886 FOR MACHINE SLICED STORM SEWER PROTECTION NO SCALE BASIN BOTTOM WIDTH FOREBAY TO INFILTRATION 8' B� STORMWATER FACILITY -SEE TABLE- TOP OF BANK 000 00000 00000000 0 0o0o0 00000000 00000000 000000 000000 X0000 0000 0 0�000 0,..\0r0r\0r\ SLOPE DOWNSTREAM END TOWARDS CENTER TO CONTAIN FLOW TOP OF BANK VARIES - SEE PLAN TOE OF SLOPE TOE OF SLOPE BJ .5 .SEE TABLE 1.5 SECTION SCOUR PROTECTION EOF ELEVATION (0.05' +/-) A -A DIRECTION OF FLOW A SCOUR PROTECTION 4'X4' SCOURSTOP MAT WITH BULLET ANCHOR (8 ANCHORS PER MAT) SOIL COVER (SEEDING & MULCH) / \//\ j \� \< \> STORM WATER FACILITY ��\\<\� &/\ /\ SECTION B-B C6) co X 4" MONUMENT: CONSISTS OF A POST AND A CONSERVATION EASEMENT SIGN CONSERVATION EASEMENT SIGNS: MOUNTED FLUSH WITH THE TOP OF THE POSTS FASTENED WITH NON -REMOVABLE SCREWS OR RIVETS POST MATERIALS: METAL FENCE POST POST INSTALLATION: MOUNTED TO A HEIGHT OF FOUR FEET ABOVE GRADE SET AT LEAST 42 INCHES IN THE GROUND WETLAND BUFFER MARKER 2" x 2" WOOD POSTS 4' 0.C.� RUNOFF FLOW NO SCALE FILTER FABRIC (MIRAFI-ENVIRO FENCE OR APPROVED EQUAL) MIN. 30" - MAX. 36" ABOVE GRADE BACKFILL 6" x 6" TRENCH UNDISTURBED SOIL 1. DIG A 6"X6" TRENCH ALONG THE INTENDED FENCE LINE. 2. DRIVE ALL POSTS INTO THE GROUND AT THE DOWNHILL SIDE OF THE TRENCH. 3. LAY OUT SILT FENCE ON THE UPHILL SIDE ALONG THE FENCE LINE, AND BACK FILL. 4. SPACE WOOD POSTS UP TO 4' APART TO SUPPORT THE FABRIC. 5. REMOVE SILT FENCE AFTER TURF IS ESTABLISHED. c7) SILT FENCE SILT FENCE TEMPORARY BERM GRADIENT EXCAVATED BASIN IMPERMEABLE LINER BURY 4" BELOW GRADE TEMPORARY BERM GRADIENT EXCAVATED BASIN SILT FENCE 1. EXCAVATED BASIN SHALL HAVE A MINIMUM 10 YARD CAPACITY. 2. FOLLOWING CONSTRUCTION, OR WHEN 1/2 OF CAPACITY IS LOST, CONTRACTOR SHALL REMOVE ACCUMULATED CONCRETE FROM SITE AND DISPOSE OF AT PROPER FACILITY. 3. PREFABRICATED BASIN MAY BE ACCEPTABLE. SUBMIT SPECIFICATIONS TO ENGINEER FOR APPROVAL. 4. ALTERNATIVE CONCRETE WASHOUT DESIGNS WHICH FUNCTION IN AN EQUAL OR BETTER FASHION ARE ACCEPTABLE. CONCRETE WASHOUT AREA KEYED NOTES MILL 1/2 THICKNESS OF EXISTING PAVEMENT 2' /,_ /- NEW PAVEMENT SAW CUT NO SCALE MATCH EXISTING SECTION WEAR COURSE NON -WEAR COURSE AGGREGATE BASE 1. SAW CUT ALL EDGES. REMOVE BITUMINOUS PATH AREA AND ENOUGH CLASS 5 MATERIAL TO ACCOMMODATE BITUMINOUS PATCH. 2. MECHANICAL COMPACTION OF GRAVEL BASE REQUIRED PRIOR TO PAVING. 3. CONTRACTOR MAY USE WEAR MATERIAL IN LIEU OF BASE COURSE MATERIAL. 4. ALLOW BASE COURSE TO FULLY COOL BEFORE PLACING WEAR COURSE. 5. STRING LINE ALL PATCHES PRIOR TO APPROVAL. 6. ROLL PATCH FROM EDGES TO CENTER. REMOVE OR ADD MATERIAL DURING ROLLING SURFACES. 7. MNDOT 2350-ORDINARY COMPACTION METHOD REQUIRED. STREET PATCHING R.O.W. NOTES: 1. ALL GUTTERS USED IN THIS PROJECT TO BE SLOPE IN GUTTERS EXCEPT WHERE NOTED. 2. AT ALL TRENCHES, 2#4 REINFORCING RODS SHALL BE PLACED IN THE LOWER PORTION OF THE CURB 20' IN LENGTH. 3. 2#4 REINFORCING RODS AT CATCH BASINS NO LESS THEN 10' IN LENGTH. 4. CONTROL JOINTS SHALL CONFORM WITH MNDOT SPEC. 2531.3C. (10' SPACING), EXTEND TO BOTH FRONT AND BACK OF THE CURB AT 2" DEEP. TOP BIT. MAT 3/8" SLOP PER FT. 4' 1/2"R � a 4 18" av 4 4 12" 4 a "D" TYPE 418 1/2"R SURMOUNTABLE CONCRETE CURB & GUTTER NO SCALE 50' R.O.W. STREET WIDTH 28' 5' 1' SPECIFICATIONS 3% FACE TO FACE 2" BITUMINOUS WEAR TACK COAT 2" BITUMINOUS BASE 8" AGGREGATE BASE 12" SELECT GRANULAR SUB -BASE COMPACTED SUBGRADE 3% * SUBGRADE MUST BE WITHIN + OR - .10' AND BE APPROVED BY ENGINEER. (2) 6" MINIMUM DEPTH OF 1"-2" DIA. WASHED ROCK GEOTEXTILE FABRIC UNDERLYING TYPICAL STREET SECTION PUBLIC STREET NO SCALE Piltiitillti,e. o�or•�• '• '• '• 440 WAWA Wad PS '404.411,10" MAINTAIN ROCK ENTRANCE TO PREVENT TRACKING MUD ONTO PUBLIC STREETS. ADD ROCK OR REINSTALL THE ROCK ENTRANCE AS NECESSARY. (3) ROCK CONSTRUCTION ENTRANCE 3AX. THAD RICH 13310 BOUTWELL ROAD NORTH STILLWATER, MN 55082 612-770-7653 PROJECT RICHLIND STILLWATER, MINNESOTA ISSUE PRELIMINARY PLAT RESUBMITTAL 01/30/15 ISSUE INDEX DATE PRELIMINARY PLAT SUBMITTAL 12/18/14 PRELIMINARY PLAT 01/30/15 RESUBMITTAL (LOSS 2 LOTS) SHEET C0.1 C1.1 C1.1.2 C1.2 C2.1 C3.1 C3.2 C3.3 C4.1 C4.2 C5.1 L1.1 L1.2 L2.1 SWPPP INDEX COVER SHEET EXISTING CONDITIONS TREE SURVEY DEMOLITION PLAN SITE PLAN & WETLAND PLAN GRADING PLAN EROSION CONTROL PLAN GRADING DETAILS UTILITY PLAN UTILITY DETAILS PRELIMINARY PLAT TREE PRESERVATION PLAN TREE PRESERVATION SCHEDULE LANDSCAPE PLAN SWPPP PLAN 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 p 612.260.7980 f 612.260.7990 www.elanlab.com CERTIFICATION I hereby certify that this plan was prepared by me, or under my direct supervision, and th a duly Licensed Pro or�e1 mee . er the laws ‘Ath‘state A. Stephen M. Johnston REGISTRATION NO. 18914 DATE 01/30/15 SHEET C303CLS02.DWG GRADING DETAILS C3.3 NO SCALE NO SCALE NO SCALE PROJECT NO. CLS14002 1 / 8"VCP AL SAN MH RIM=908.9 INV=897.4'-`yi STS MH RIM=909.2-- INV=906.5 WETLAND"` 2 HWL 906.9 (2 YR) HWL 907.8 (10 YR) HWL 908.7 (100 YR) ALL i OUTLQTA 7 i 777 / WETLAND 3 \ HWL i09.9 (2 Ylq HWL 910.0 (10 YR) HWL 909.9 (100 YR) 77 7 777 on dor; rnrn SAN MH6 T/C 927.0 to INV 913.68 c 3 SANITARY SEWER SERVICE (TYP) NORTH FOREBAY / INFILTRATION BASIN BOTTOM 923.2 HWL 924.7 (1") HWL 925.5 (2 YR) HWL 925.6 (10 YR) HWL 925.9 (100 YR) I 7 7 WETLAND 4 HWL 913.7 (2 YR) HWL 913.7 (10 YR) HWL 913.8 (100 YR) 7 7 7 7 FLA 1 END SECTIONS P) FES D \INV 914.0 RATE CONTROL POND NWL 915.0 (DRY) HWL 916.5 (2 YR) HWL 917.4 (10 YR) HWL 920.15 (100 )7_0- \ 74'-21"RCP (01.2%/ \ / • 7 7 37'-21"RCP ® 0.15% IS / / / // / SAN MH4 T/C 930.95 <0 INV 911.99 • INV 912.09 SAN MH3 T/C 931.4 INV 911.7 INV 911.8 57' -6'IP 118'-12"RCP ® 0.5% N FES A if INV 923.0 � r STMH 4 T/C 926.0 INV 915.92 INV 922.42 (12") INV 918.92 (21") 272'-6"DIP / 273'-8"PVC ® 0.4% / OCS 3 6"-22.5d BEND 49'-21"RCP ® 1.2%/ SAN MH5 T/C 926.17 INV 913.18 INV 913.28 STMH2 T/C 926.0 INV 921.0 INV 920.4 OCS 1 SOUTH FOREBAY / INFILTRATION BASIN BOTTOM 922.0 HWL 923.3 (1") HWL 924.7 (2 YR) HWL 926.0 (10 YR) HWL 926.4 (100 YR) WETLAND 4 HWL 920.1 (2 YR) HWL 920.4 (10 YR) HWL 921.0 (100 YR) HOLD OR RELOCATE POWER POLE DURING CONSTRUCTION 6"-22.5d BEND 73'-8"PVC ® 0.4% 77'-6"DIP 49'-8"PVC0 X% SANITARY MA 7 7 / 7/ AIL / / STORM SEWER STRUCTURES ILL / / 7 7 OLE (TYP.) \ 7 / SAN MH RIM=930.4 INV=920.0(PLAN) STRUCTURE DIAMENSION CASTING BUILD OCS 1 27" R-1642 3.50' STMH 2 48" SEE DETAIL 5.60' OCS 3 48" SEE DETAIL 5.44' STMH 4 60" R-1642 10.08' OCS 5 48" SPLIT GRATE 6.09' CONNECT TO EXIS ING MANHOLE BY CORE DRILLING OPENING 12" ABO EXISTING INVENT. INSTALL FLE BLE ATERTIGHT BOOT. EXISTING INVERT 909.54 INLET 910.54 EXISTING TOP 919.913 % PATCH STREET TO MATH / EXISTING SECTION 191'-8"PVC © 0.4%/ "-22.5d BEND SAN MH2 T/C 931.57 INV 911.30 INV 911.4 7 NN / / / / •O WATER SERVICE CONNECTION (TYP) SAN MH1 7 T/C 9XX NINV 9XX 8'-6"DIP / / u / / / / / UTILITY NOTES / / \\ SAN MH RIM=930.6 INV=917.5(PLAN) / PATCH STREET TO MATCH / EXISTING SECTION CONNECT TO EXISTING 8" DIP WATERMAIN WITH TAPPING SLEEVE / / / / / / / / / 1. BACKGROUND INFORMATION TAKEN FROM BOUNDARY SURVEY AND TOPOGRAPHIC SURVEY PERFORMED BY CORNERSTONE LAND SURVEYING, INC., STILLWATER, MINNESOTA, ON JUNE 4, 2014, EXPRESSLY FOR THIS PROJECT. WETLANDS DELINEATED BY KJOLH AUG ENVIRONMENTAL SERVICES COMPANY, INC. DATE OF REPORT MAY 27, 2014 AND WETLAND FLAGS LOCATED BY CORNERSTONE LAND SURVEYING, INC. ON JUNE 4, 2014. TREES SHOWN ON THIS SURVEY WERE IDENTIFIED AND FIELD LOCATED BY CORNER STONE LAND SURVEYING. 2. VERIFY ALL FIELD CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES OR UNKNOWN UTILITIES ARE FOUND THAT IMPACT DESIGN OR IMPAIR CONSTRUCTION, THE ENGINEER AND OWNER SHOULD BE IMMEDIATELY NOTIFIED. 3. MAINTAIN MINIMUM 7.5' COVER ON ALL NEW WATERM AIN. 4. PIPE LENGTHS SHOWN ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE OR END OF FLARED END SECTION. 5. PIPE MATERIALS: WATERMAIN WATER SERVICES SANITARY SANITARY SERVICES STORM SEWER CL 52 DIP WITH POLYWRAP 1-1/2" COPPER, TYPE K PVC SDR 35 PVC SDR 26 RCP 6. HYDRANTS SHALL BE THE PACER 100 WITH A 5 INCH STEAMER PORT STORZ CONNECTION AS MANUFACTURED BY WATEROUS COMPANY, OR APPROVED EQUAL, WITH TWO BASE NOZZLE CONNECTIONS 2 1/2-INCH NATIONAL STANDARD THREAD, 7 1/2-INCH TO THE INCH AND ONE PUMPER NOZZLE WITH 4 1/2-INCH NATIONAL STANDARD THREAD, 4 TO THE INCH. 7. ALL CONNECTIONS TO CITY UTILITIES TO BE IN ACCORDANCE WITH CITY OF STILLWATER STANDARDS. 8. ALL UTILITY CONSTRUCTION TO COMPLY WITH CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM) SPECIFICATIONS. 9. ADJUST ALL STRUCTURES, PUBLIC AND PRIVATE, TO PROPOSED GRADES WHERE DISTURBED. COMPLY WITH ALL REQUIREMENTS OF UTILITY OWNERS. STRUCTURES BEING RESET TO PAVED AREAS TO MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING. 10. VERIFY ALL CONNECTIONS TO EXISTING UTILITY SERVICES PRIOR TO CONSTRUCTION. 11. CONTACT 811 FOR EXISTING UTILITY LOCATIONS 48-HOURS PRIOR TO CONSTRUCTION. ANY DISCREPANCIES BETWEEN LOCATED UTILITIES AND THE EXISTING CONDITIONS PLAN SHOULD BE NOTED AND FORWARDED TO THE ENGINEER. 12. ALL OFFSITE CONSTRUCTION TO BE PERFORMED WITH TRENCH BOX TO MINIMIZE DISTURBANCE. e 40 120 OWNER/DEVELOPER THAD RICH 13310 BOUTWELL ROAD NORTH STILLWATER, MN 55082 612-770-7653 PROJECT RICHLIND STILLWATER, MINNESOTA ISSUE PRELIMINARY PLAT RESUBMITTAL ISSUE INDEX DATE PRELIMINARY PLAT SUBMITTAL 12/18/14 PRELIMINARY PLAT 01/30/15 RESUBMITTAL (LOSS 2 LOTS) SHEET INDEX COVER SHEET EXISTING CONDITIONS TREE SURVEY DEMOLITION PLAN SITE PLAN & WETLAND PLAN C3.1 GRADING PLAN C3.2 EROSION CONTROL PLAN C3.3 GRADING DETAILS C4.1 UTILITY PLAN C4.2 UTILITY DETAILS C5.1 PRELIMINARY PLAT L1.1 TREE PRESERVATION L1.2 TREE PRESERVATION L2.1 LANDSCAPE PLAN PLAN SCHEDULE 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 p 612.260.7980 f 612.260.7990 www.elanlab.com CERTIFICATION I hereby certify that this plan was prepared by me, or under my direct supervision, and thrct a duly Licensed ProdVo I er the laws ‘A 1state A. cos"'sk Stephen M. Johnston REGISTRATION NO. 18914 DATE SHEET C401CLS02.DWG UTILITY PLAN C3.1 PROJECT NO Know what's SCALE IN FEET 21" IN OUTSIDE MH WALL TO FLAT BAR = 1" 12" IN PRECAST CONCRETE BASE SLAB 920.15 27" OSC 3 1' (12"-27" DIA. PIPE) 1.5' (30" AND LARGER PIPE) RIPRAP-. NONWOVEN GEOTEXTILE FABRIC— SECTION B-B NOTE: ONE CUBIC YARD IS APPROXIMATELY 1.4 TONS. A L DIA. RIP —RAP SHALL BE CONSTRUCTED WITH GRANITE ROCK AND SHALL BE HAND PLACED. PRECAST CONCRETE MANHOLE SECTIONS 21" OUT NO SCALE —PROVIDE 4-1/2" SS ANCHOR BOLTS WITH CHIPS OUTSIDE MH WALL 1/4"X 1" FLAT BAR TO FLAT BAR = 1" (ROLLED TO PROVIDE OUTTER RING) GRATE FOR OCS 5 INV 914.58 48" DIA 1-1/4" r L #6 SMOOTH BAR ® 4"O.C. EACH WAY (PROVIDE 3-1/4" X 3-1/4" OPENING) HOT —DIPPED GALVANIZED GRATE IN 2 SECTIONS HINGED TOGETHER WITH HINGE SYSTEM AS APPROVED BY THE ENGINEER —TOP OF BAFFLE 920.15 9" 6" CAST CONCRETE BAFFLE PRECAST CONCRETE MANHOLE SECTIONS y21" OUT INV 914.06 / a PRECAST CONCRETE 10" DIA ORIFICE BASE SLAB INV 915.0 5 2' 1 2' PLAN MINIMUM RIPRAP REQUIRED DIA. OF PIPE (IN.) L (FT.) ( QUANTITY .Y.) CLASS 12 8 5 III 15 8 5 III 18 10 6 III 24 12 8 III 30 14 12 III 36 16 14 III 42 18 22 IV 48 20 26 IV >48 22-28 30-40 IV TIE THE LAST 6 JOINTS ON INLET AND OUTLET PIPES AND BED IN GRANULAR MATERIAL. ANY COVER LESS THAN 2' OVER TOP OF PIPE SHALL BE GRANULAR MATERIAL. SECTION A -A RIPRAP 1' (12"-27" DIA. PIPE) 1.5' (30" AND LARGER PIPE) NONWOVEN GEOTEXTILE FABRIC EXTEND 1' UNDER FES FLARED END SECTIONS 1 GRATE FOR OCS 1 & 3 PRECAST CONCRETE BASE SLAB —PROVIDE 4-1/2" SS ANCHOR BOLTS WITH CHIPS NO SCALE 1/4"X 1" FLAT BAR (ROLLED TO PROVIDE OUTTER RING) HOT —DIPPED GALVANIZED GRATE TOP OF BAFFLE AT BOTTOM OF TOP SLAB PRECAST CONCRETE MANHOLE SECTIONS 12" OUT PLAN FINISHED GRADE RUBBER GASKETS — ALL JOINTS PRECAST OR FIELD POURED INVERT w .62 * INSTALL EXTERNAL SEALING SYSTEM MANUFACTURED BY INFI—SHIELD. DISTRIBUTED BY ESS BROS. & SONS INC. NEENAH CASTING R-1733 OR EQUAL. 4. 0" STEPS —SEE SPECS. 2-4 2"THICK ADJUSTING RINGS W/MORTAR JOINTS. PLASTER OUTSIDE, STRIKE INSIDE CLEAN. ECCENTRIC PRE —CAST CONE SECTION 6" 5"MIN. R.C.P. BARREL SECTION 8" POURED I 6'-0" 6" PRECAST SECTION SANITARY MANHOLE ECCENTRIC. THE BIRTHPLACE OF MINNESOTA SANITARY IV AN H OLE DETAIL SAVHDTL2 DRWG NO. 2 SANITARY MANHOLE NO SCALE 10' BEYOND PROP. LINE z 0 1= U 0 -J MARK SERVICE RISER WHEN REQUIRED. PLUG WATERTIGHT SEE RISER DETAIL. .k1213d021d 3A2I3S O1 '0,032I SV H1d30 i 1/4" FALL PER FOOT z r H O z SEE SPECS. FOR TYPE OF MAIN SEWER SERVICE MATERIALS. U_ 0 LLJ 09 CC LJJ LLJ SANITARY 411Mater THE BIRTHPLACE OF NIINN ESOTA SEWER DETAIL SEWDTL4 DRWG NO. 9 PROPERTY LINE - SEE SPECS. )- CO HYDRANT —SEE SPECS. FINISHED GRADE STANDPIPE MINIMUM 2 LAYERS TAR PAPER OR POLYETHYLENE 1 CU. YD. CRUSHED ROCK 1I CONCRETE THRUST BLOCK AND BASE CURB & GUTTER GATE VALVE BOX TEE 6" GATE VALVE OPEN RIGHT \--CONCRETE BLOCK 6 D.I.P. WATERMAIN SIZE VARIES 3/4" TIE RODS (GALVANIZED) HYDRANT (& GATE VALVE) INSTALLATION 1\vailer THE BIRTHPLACE OF MINNESOTA HYDRANT DETAIL HYDTL1 DRWG NO. 11m (1) HYDRANT & GATE VALVE NO SCALE MARK SERVICE LOCATION AND END OF PIPE WITH 4" X 4" LUMBER. EXTEND CURB BOX TO LOT GRADE CURB BOX CURB STOP PROPERTY LINE CL STREET JI' / Li 10 ft. BEYOND PROP. LINE NOTES: WATERMAIN (LOC. VARIES) CORPORATION STOP COPPER WATER SERVICE WITH HORIZONTAL LOOPS TO PROVIDE FOR SETTLEMENT 1. SEE SPECS FOR SIZE & TYPE OF MATERIALS. 2. MAINTAIN 18" VERTICAL & 24" HORIZONTAL SEPARATION BETWEEN SEWER & WATER SERVICE LINES. WATER SERVICE CONNECTION **** EXCEPT FOR LOT 7 — EXTEND AS SHOWN ON PLANS. I ° HvMer THE BIRTHPLACE OF MINNESOTA WATERVAIN DETAIL WSVDTL1 DRWG NO. 14 OWNER/DEVELOPER THAD RICH 13310 BOUTWELL ROAD NORTH STILLWATER, MN 55082 612-770-7653 PROJECT RICHLIND STILLWATER, MINNESOTA ISSUE PRELIMINARY PLAT RESUBMITTAL 01/30/15 ISSUE INDEX DATE PRELIMINARY PLAT SUBMITTAL 12/18/14 PRELIMINARY PLAT 01/30/15 RESUBMITTAL (LOSS 2 LOTS) SHEET INDEX C0.1 COVER SHEET C1.1 EXISTING CONDITIONS C1.1.2 TREE SURVEY C1.2 DEMOLITION PLAN C2.1 SITE PLAN & WETLAND PLAN C3.1 GRADING PLAN C3.2 EROSION CONTROL PLAN C3.3 GRADING DETAILS C4.1 UTILITY PLAN C4.2 UTILITY DETAILS C5.1 PRELIMINARY PLAT L1.1 TREE PRESERVATION PLAN L1.2 TREE PRESERVATION SCHEDULE L2.1 LANDSCAPE PLAN SWPPP SWPPP PLAN 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 p 612.260.7980 f 612.260.7990 www.elanlab.com CERTIFICATION I hereby certify that this plan was prepared by me, or under my direct supervision, and th a duly Licensed Pro or�el Inee . er the laws ‘A th tate A. Stephen M. Johnston REGISTRATION NO. 18914 DATE 01/30/15 SHEET C402CLS02.DWG UTILITY DETAILS C4.2 (8) OSC 5 NO SCALE OSC 1 NO SCALE SANITARY SEWER SERVICE NO SCALE 2 WATER SERVICE CONNECTION NO SCALE PROJECT NO. CLS14002 f I: / / 0 CV r 8"VCP SAN MH t JM=g08.g INV=8017.4 yi 0 STS MH / RIM=50g.2 -- NV=506.5 FOUND\I,/2 INCH IRON PIPE MARKED ---�� RLS 9232 \� / FOUND 1/2 INCH IRON PIPE MARKED RLS 9232 \ EXISTING LEGAL DESCRIPTION: (AS PROVIDED BY THE OWNER) BLOCK 1 All that part of the E 1/2 of the NW 1/4 of Section 29, Township 30 North, Range 20 West, Washington County, Minnesota, described as follows: Beginning at a point where the West line of above described tract intersects the South line of the right -of- way of the Minneapolis -St. Paul and Suburban Railway Co.; thence Southeasterly along said right-of-way line, said line being a curved line, a distance as measured on the chord of said curved line 428 feet to a point; thence South on a line parallel to the West line of said 80 acre tract to the center of the public highway running through said 80 acre tract; thence northwesterly along the centerline of said public highway to a point where the centerline of said public highway intersects the West line of said 80 acre tract; thence North along the West line of said 80 acre tract to the place of beginning. 94 • • • FOUND 1/2 INCH IRON PIPE MARKED --RLS 9232 SHED\ ZONING/SETBACKS::: FRONT BUILDING SETBACK = 30' SIDE BUILDING SETBACK = 10' REAR BUILDING SETBACK = 25' MINIMUM 25' OF FRONTAGE MAXIMUM 30% IMPERVIOUS. DEVELOPMENT DATA:: 809.97 S00°02'52 "E cr- - ox q14— E0 51 6 c 6 r' LINE PARALLEL WITH THE - WEST LNE OF THE EAST 1/2 OF THE NW 1/4 9 930 WETLAND #4 q14 AREA = 1,861 SQ.FT. 6 r- WEST LNEOF THE EAST 1/2 OF THE W 1/4 OF SEC. 25, T30 ! e - ZONED R/A - ONE FAMILY RESIDENTIAL MINIMUM LOT AREA = 10,000 SQ. FT. MINIMUM LOT WIDTH = 75' MINIMUM LOT DEPTH = 100' Lot 1 = Area: 25,162 sq. ft. Lot 2 = Area: 35,597 sq. ft. Lot 3 = Area: 57,131 sq. ft. Lot 4 = Area: 66,782 sq. ft. Lot 5 = Area: 25,094 sq. ft. Lot 6 = Area: 30,559 sq. ft. Lot 7 = Area: 23,870 sq. ft. Lot 8 = Area: 21,951 sq. ft. Total = 286,146 sq ft. Average = 35,786 sq. ft. Proposed R/W = Area: 36,517, sq. ft. Outlot A = Area: 1,791 sq. ft. Existing R/W = 16,388 sq. ft. Total Area = Area: 340,841 sq. ft. 7.82 acres r- - \) N00°02'52"rW 937.91 4` 5/ 31.E // FLOOR x,93 23 532.E X � o,v. WE AREA 922 BENCH MARK #2 TNH ELEV = (133.481 924 L J AND #1 13,41 5 SQ.FT. 926 / / SURVEY NOTES: / / / . BEARINGS ARE BASED ON THE WASHINGTON COUNTY COORDINATE SYSTEM NAD 1983. 2. LEGAL DESCRIPTION PROVIDED BY THE OWNER. 3. EASEMENT INFORMATION LIMITED TO ITEMS LISTED IN THE ABOVE LEGAL DESCRIPTIONS OR SHOWN ON COUNTY HALF SECTION MAPS. OTHER EASEMENTS, IF ANY, MAY EXIST AND ARE NOT SHOWN ON THIS SURVEY. 4. TOPOGRAPHY PROVIDED BY THE MNTOPO WEBSITE LIDAR DATA AND SUPPLEMENTED WITH FIELD VERIFIED SPOT ELEVATIONS. 5. UNDERGROUND UTILITIES NOT LOCATED OR SHOWN. SYMBOLS: MANHOLE CULVERT GAS METER FENCE CONCRETE • DENOTES FOUND 1 /2" IRON PIPE o DENOTES SET 1/2" IRON PIPE MARKED RLS 25718 DENOTES PROPOSED DRAINAGE AND UTILITY EASEMENTS s\Oo 12 ® CATCH BASIN .( HYDRANT SIGN WATER VALVE UTILITY POLE LIGHT POLE TELE/ELEC BOX GAS VALVE OVERHEAD WIRES WELL DENOTES PROPOSED WETLAND BUFFER & SIGN 940/ xq a. )66 / e( /,0 / q24 '1 r C7 77 / / / O 7 SAN MH ''--RIM=g30.4 NV=520.0( 6 6 UNDERGROUND UTILITIES NOTES: THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPROMISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. THIS SURVEY HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. GOPHER STATE ONE CALL LOCATE TICKET#141 504227. SOME MAPS WERE RECEIVED, WHILE OTHER UTILITIES DID NOT RESPOND TO THE LOCATE REQUEST. ADDITIONAL UTILITIES OF WHICH WE ARE UNAWARE MAY EXIST. AT THE TIME OF THIS SURVEY ONLY THE UNDERGROUND ELECTRIC AS SHOWN WAS FILED MARKED BY GOPHER STATE ONE. OTHER UTILITIES EXIST ON THIS THIS THAT WERE NOT MARKED UP. Gopher State One CaII TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 7 q12 r` L1 614 q16 i i / `--y BENCH MARK #I TNH ELEV = (133.55 A 6 - / r rl L, / L 1 --SAN MH RIM=530.6 NV=517.5(PLAN) 229 WETLAND NOTES: / / 1. WETLAND FLAGS LOCATED BY CORNERSTONE LAND SURVEYING, INC. ON 6-4-14. 2. WETLANDS DELINEATED BY KJOLHAUG ENVIRONMENTAL SERVICES COMPANY, INC. TREE SURVEY: 1. TREES SHOWN ON THIS SURVEY WERE FIELD LOCATED ON 9-8-14. SEE ADDITIONAL SHEETS IN THE PLAN FOR DETAILS ABOUT SIZE AND TYPE. SCALE IN FEET 4'1' NORTH SECTIONS 30 & 29, TOWNSHIP 30, RANGE. 20 WASHINGTON COUNTY, MN RICHLIND PRELIMINARY PLAT CONTACT: THAD RICH 13310 Boutwell Road North Stillwater, MN 55082 612-770-7653 CITY - COUNTY: VICINTIY MAP NARYKNOLL DR. DATE REVISION 6-9-14 PRELIMINARY 9-8-14 REVISED 12-12-14 PRELIMINARY PLAT 1-28-15 CITY REVISIONS CERTIFICATION: o I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Land Surveyor under the laws of the state of MINNESOTA. 6-9-14 Date: PROJECT LOCATION: 1 3 3 1 0 BOUTWELL RD. N. Suite #1 6750 Stillwater Blvd. N. Stillwater, MN 55082 Phone 651.275.8969 Fax 651.275.8976 dan@cssurvey CORNERSTONE LANE) SURVEYING, INC FILE NAME PROJECT NO. SURVTRO1 PRELIMINARY PLAT C5.1 / • ;' • • • t\ • 1 I I II 1 I 1 /-1 ----- \ CO 0 rn 0 rn 1 \ \ • • • • • • • • • • • • • / • • • • • \ \ \ • • • • • • • • • • • • • • • • • • )1892 • 0 • \ • • #1832 1834 1837 #18 #1836 1841 #1847 e,\sc;°' #1761 #1827 WETLAND 3 MANAGEMENT LEVEL — A PERSERVE Au #1763 #1829 185 #1765 #1819 1826 \ #1818 • 11,865 • • • • • • • • • 41764 WETLAND 2 MANAGEMENT LEVEL B MAINTAIN • • #1 • #1869 1867 #1868 #1870 #1873 / #1875 • • • • f896 At, • • • #3416 #3411 3414 #1768 #1769 • • • • • • • • • • • • • • • • • • • • • • • • • • #1755 34043446/#:/z/1./5:7/3/74/29 43451 • • • • ---------------- r cz 7 ------------- 1745 • - - -914 ----- ---,::....,...----' -- -- MANAGEMENT LEVEL A 40 / PRESERVE (MANAGE 1) #1803 930 9/8 926 WETLAND B9,F.F-EF (TYP) 7— • • • • • ETLAND 1 T LEVEL A #623 #622 LEGEND • • • • • • #1723 • • • • 1416\\.\\ 9\ \\\\#:\ek:::\:(\-k\\\\\:\\\:\\\\\\\‘:‘\\:\\\\•\\:::\\: \\\\\\:1\\‘ \\ C301:----N;\//\/) /\\') 0 • • • • /® SILT FENCE EXISTING TREE REMOVED TREE CALCULATED AS LOST AREA OF TREE CANOPY CALCULATED AS LOST • • • • • • • • • • • • • • • \so" • • • • • • • • • / #1714 • • • • • / • z/7/7 • • / • • // , , : 11/ 1/ 1 i:-/ ::/1::::/1:iii-g114)-:::11-:::1_11::::::!:::, ill'1,11 1:1:1- _ /7iii_i_i-___,:iii-ii-ii-____-_z-z-z-_-_- - -_ i i i -_ _ .._ - / / / / / / / / • TREE PRESERVATION NOTES 1. BACKGROUND INFORMATION TAKEN FROM BOUNDARY SURVEY AND TOPOGRAPHIC SURVEY PERFORMED BY CORNERSTONE LAND SURVEYING, INC., STILLWATER, MINNESOTA, ON JUNE 4, 2014, EXPRESSLY FOR THIS PROJECT. WETLANDS DELINEATED BY KJOLHAUG ENVIRONMENTAL SERVICES COMPANY, INC. DATE OF REPORT MAY 27, 2014 AND WETLAND FLAGS LOCATED BY CORNERSTONE LAND SURVEYING, INC. ON JUNE 4, 2014. TREES SHOWN ON THIS SURVEY WERE IDENTIFIED AND FIELD LOCATED BY CORNER STONE LAND SURVEYING. 2. NO VEGETATION CLEARING, PRUNING, AND TREE REMOVAL TO BE STARTED WITHOUT COORDINATION WITH THE OWNER'S REPRESENTATIVE. TREES TO BE SAVED AND/OR REMOVED TO BE MARKED IN THE FIELD AND APPROVED BY THE CITY PRIOR TO ANY REMOVAL. CONTRACTOR TO PROTECT EXISTING TREES, SHRUBS, AND VEGETATION WHERE NOTED. UNAUTHORIZED REMOVAL WILL REQUIRE REPLACEMENT AND POSSIBLE RESTITUTION. DURING THE CONSTRUCTION, IF TREES NOTED TO BE SAVED ARE DAMAGED AND CONSIDERED LOST PER THE CITY'S STANDARDS, CONTRACTOR IS RESPONSIBLE FOR REQUIRED REPLACEMENT AND FINANCIAL 3. INSTALL SILT FENCE AND TREE PROTECTION FENCE PRIOR TO COMMENCING GRADING ACTIVITIES. INSTALL TREE PROTECTION FENCE AROUND TREES TO BE SAVED AT A DISTANCE IN FEET FROM TREE EQUAL TO THE TREE DIAMETER (DBH). SILT FENCE AND TREE PROTECTION FENCE MUST BE INSTPECTED BY CITY STAFF PRIOR TO ANY SITE WORK. MAINTAIN FENCES FOR DURATION OF CONSTRUCTION ACTIVITIES. UPON ESTABLISHMENT OF TURF AND SEEDING, REMOVE FENCES AND DISPOSE OFFSITE. 4. NO MATERIALS, VEHICLES, OR EQUIPMENT CAN BE STORED WITHIN THE TREE PROTECTION AREAS. 5. AVOID TRIMMING OR CLEARING OAK STANDS BETWEEN APRIL 15 AND JULY 1 TO PREVENT INSECT TRANSMISSION. IF ANY PRUNING OR WOUNDING OAK OCCURS DURING THIS PERIOD, COVER THE WOUND WITH A RECOMMENDED TREE WOUND DRESSING IMMEDIATELY. FRESH OAK STUMPS MUST BE TREATED, COVERED, AND GROUND OUT IMMEDIATELY FOLLOWING FELLING OF TREES. SEE SHEET L1.2 FOR TREE PRESERVATION SCHEDULE 120 OWNER/DEVELOPER THAD RICH 13310 BOUTWELL ROAD NORTH STILLWATER, MN 55082 612-770-7653 PROJECT RICHLIND STILLWATER, MINNESOTA ISSUE PRELIMINARY PLAT RESUBMITTAL ISSUE INDEX DATE PRELIMINARY PLAT SUBMITTAL 12/18/14 PRELIMINARY PLAT 01/30/15 RESUBMITTAL (LOSS 2 LOTS) SHEET L1.1 L1.2 SWPPP INDEX COVER SHEET EXISTING CONDITIONS TREE SURVEY DEMOLITION PLAN SITE PLAN & WETLAND PLAN GRADING PLAN EROSION CONTROL PLAN GRADING DETAILS UTILITY PLAN UTILITY DETAILS PRELIMINARY PLAT TREE PRESERVATION PLAN TREE PRESERVATION SCHEDULE LANDSCAPE PLAN SWPPP PLAN 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 p 612.260.7980 f 612.260.7990 www.elanlab.com CERTIFICATION I hereby certify that this plan was prepared by me, or under my direct supervision, and thc.trN a duly Licensed Lan•-.8p Nrihrtector\04 the Pilarsinee Saraithong DATE REGISTRATION NO. 45059 01/30/15 SHEET L101CLS02. DWG TREE PRESERVATION PLAN L1.1 PROJECT NO. Know what's SCALE IN FEET OWNER/DEVELOPER TREE PRESERVATION SCHEDULE REMOVE TREE D.B.H. HT COMMON NAME SCIENTIFIC NAME NOTES 1701 36 SILVER MAPLE ACER SACCHARINUM 1702 22 SILVER MAPLE ACER SACCHARINUM 1703 34 SILVER MAPLE ACER SACCHARINUM 1704 43 SILVER MAPLE ACER SACCHARINUM 1705 39 SILVER MAPLE ACER SACCHARINUM 1706 11 PAPER BIRCH BETULA PAPYRIFERA 1707 24 SILVER MAPLE ACER SACCHARINUM 1708 23 COTTONWOOD POPULUS DELTOIDES 1709 10 25' SCOTCH PINE PINUS SYLVESTRIS *** 1710 25 POPLAR POPULUS TREMULOIDES *** 1711 27 SILVER MAPLE ACER SACCHARINUM *** 1712 7 ASH FRAXINUS SPP. *** 1713 22 POPLAR POPULUS TREMULOIDES *** 1714 8 ASH FRAXINUS SPP. *** 1715 8 15' PINE PINUS SPP. X 1716 9 SUGAR MAPLE ACER SACCHARUM X 1717 13 SUGAR MAPLE ACER SACCHARUM 1718 9 ASH FRAXINUS SPP. 1719 9 ASH FRAXINUS SPP. 1720 10 25' PINE PINUS SPP. 1721 10 25' PINE PINUS SPP. 1722 14 MOUNTAIN ASH SORBUS SPP. MULTI STEM 1723 63 COTTONWOOD POPULUS DELTOIDES 1724 46 COTTONWOOD POPULUS DELTOIDES 1725 31 COTTONWOOD POPULUS DELTOIDES *** 1726 18 CHERRY PRUNUS SEROTINA 1727 12 CHERRY PRUNUS SEROTINA MULTI STEM 1728 14 CHERRY PRUNUS SEROTINA MULTI STEM 1729 17 WHITE OAK QUERCUS ALBA 1730 25 WHITE OAK QUERCUS ALBA *** 1731 24 WHITE OAK QUERCUS ALBA 1732 11 POPLAR POPULUS TREMULOIDES 1733 10 POPLAR POPULUS TREMULOIDES 1734 12 POPLAR POPULUS TREMULOIDES 1735 10 POPLAR POPULUS TREMULOIDES 1736 9 POPLAR POPULUS TREMULOIDES 1737 9 POPLAR POPULUS TREMULOIDES 1738 8 POPLAR POPULUS TREMULOIDES 1739 7 POPLAR POPULUS TREMULOIDES 1740 8 POPLAR POPULUS TREMULOIDES 1741 9 POPLAR POPULUS TREMULOIDES 1742 31 PAPER BIRCH BETULA PAPYRIFERA 1743 8 POPLAR POPULUS TREMULOIDES 1744 27 POPLAR POPULUS TREMULOIDES 1745 7 POPLAR POPULUS TREMULOIDES 1746 7 POPLAR POPULUS TREMULOIDES 1747 13 CHERRY PRUNUS SEROTINA 1748 12 PAPER BIRCH BETULA PAPYRIFERA MULTI STEM 1749 12 PAPER BIRCH BETULA PAPYRIFERA MULTI STEM 1750 8 PAPER BIRCH BETULA PAPYRIFERA 1751 13 PAPER BIRCH BETULA PAPYRIFERA 1752 12 PAPER BIRCH BETULA PAPYRIFERA 1753 9 ASH FRAXINUS SPP. 1754 9 ASH FRAXINUS SPP. 1755 10 ASH FRAXINUS SPP. 1756 14 CHERRY PRUNUS SEROTINA 1757 31 POPLAR POPULUS TREMULOIDES 1758 17 POPLAR POPULUS TREMULOIDES 1759 9 POPLAR POPULUS TREMULOIDES 1760 17 POPLAR POPULUS TREMULOIDES 1761 17 POPLAR POPULUS TREMULOIDES 1762 10 POPLAR POPULUS TREMULOIDES 1763 8 ASH FRAXINUS SPP. 1764 14 PAPER BIRCH BETULA PAPYRIFERA MULTI STEM 1765 8 ASH FRAXINUS SPP. 1766 16 POPLAR POPULUS TREMULOIDES 1767 11 POPLAR POPULUS TREMULOIDES 1768 12 POPLAR POPULUS TREMULOIDES 1769 11 POPLAR POPULUS TREMULOIDES 1770 14 POPLAR POPULUS TREMULOIDES 1771 11 POPLAR POPULUS TREMULOIDES 1772 11 POPLAR POPULUS TREMULOIDES 1773 13 OAK QUERCUS SPP. 1774 14 OAK QUERCUS SPP. 1775 11 ASH FRAXINUS SPP. 1776 16 POPLAR POPULUS TREMULOIDES 1777 49 BASSWOOD TILIA AMERICANA 1778 12 POPLAR POPULUS TREMULOIDES 1779 11 PAPER BIRCH BETULA PAPYRIFERA 1780 24 PAPER BIRCH BETULA PAPYRIFERA MULTI STEM 1781 6 CHERRY PRUNUS SEROTINA 1782 12 PAPER BIRCH BETULA PAPYRIFERA 1783 30 SILVER MAPLE ACER SACCHARINUM X 1784 20 PAPER BIRCH BETULA PAPYRIFERA X 1785 10 PAPER BIRCH BETULA PAPYRIFERA X 1786 10 PAPER BIRCH BETULA PAPYRIFERA X 1787 12 PAPER BIRCH BETULA PAPYRIFERA MULTI STEM X 1788 39 PAPER BIRCH BETULA PAPYRIFERA MULTI STEM X 1789 33 PAPER BIRCH BETULA PAPYRIFERA MULTI STEM X 1790 19 WHITE OAK QUERCUS ALBA X 1791 39 PAPER BIRCH BETULA PAPYRIFERA 1792 30 WHITE OAK QUERCUS ALBA X 1793 17 WHITE OAK QUERCUS ALBA X 1794 11 WHITE OAK QUERCUS ALBA X 1795 11 WHITE OAK QUERCUS ALBA X 1796 33 WHITE OAK QUERCUS ALBA X 1797 16 WHITE OAK QUERCUS ALBA *** 1798 12 WHITE OAK QUERCUS ALBA *** 1799 14 POPLAR POPULUS TREMULOIDES 1800 17 WHITE OAK QUERCUS ALBA REMOVE TREE D.B.H. HT COMMON NAME SCIENTIFIC NAME NOTES 1801 10 POPLAR POPULUS TREMULOIDES 1802 11 POPLAR POPULUS TREMULOIDES 1803 15 PAPER BIRCH BETULA PAPYRIFERA 1804 12 PAPER BIRCH BETULA PAPYRIFERA 1805 15 POPLAR POPULUS TREMULOIDES 1806 14 PAPER BIRCH BETULA PAPYRIFERA 1807 11 ASH FRAXINUS SPP. 1808 16 PAPER BIRCH BETULA PAPYRIFERA MULTI STEM 1809 23 SILVER MAPLE ACER SACCHARINUM 1810 29 PAPER BIRCH BETULA PAPYRIFERA MULTI STEM 1811 11 PAPER BIRCH BETULA PAPYRIFERA 1812 12 PAPER BIRCH BETULA PAPYRIFERA 1813 24 WHITE OAK QUERCUS ALBA 1814 15 PAPER BIRCH BETULA PAPYRIFERA 1815 10 PAPER BIRCH BETULA PAPYRIFERA 1816 12 WHITE OAK QUERCUS ALBA 1817 11 POPLAR POPULUS TREMULOIDES 1818 11 POPLAR POPULUS TREMULOIDES 1819 11 POPLAR POPULUS TREMULOIDES 1820 10 POPLAR POPULUS TREMULOIDES 1821 10 POPLAR POPULUS TREMULOIDES 1822 10 POPLAR POPULUS TREMULOIDES 1823 12 POPLAR POPULUS TREMULOIDES 1824 15 POPLAR POPULUS TREMULOIDES 1825 14 POPLAR POPULUS TREMULOIDES 1826 11 WHITE OAK QUERCUS ALBA 1827 17 POPLAR POPULUS TREMULOIDES 1828 12 POPLAR POPULUS TREMULOIDES 1829 12 POPLAR POPULUS TREMULOIDES 1830 14 POPLAR POPULUS TREMULOIDES 1831 11 POPLAR POPULUS TREMULOIDES 1832 10 POPLAR POPULUS TREMULOIDES 1833 15 POPLAR POPULUS TREMULOIDES 1834 11 POPLAR POPULUS TREMULOIDES 1835 6 POPLAR POPULUS TREMULOIDES 1836 7 POPLAR POPULUS TREMULOIDES 1837 7 POPLAR POPULUS TREMULOIDES 1838 10 POPLAR POPULUS TREMULOIDES 1840 12 POPLAR POPULUS TREMULOIDES 1841 10 POPLAR POPULUS TREMULOIDES 1842 10 POPLAR POPULUS TREMULOIDES 1843 11 POPLAR POPULUS TREMULOIDES 1844 12 POPLAR POPULUS TREMULOIDES 1845 14 POPLAR POPULUS TREMULOIDES 1846 10 POPLAR POPULUS TREMULOIDES 1847 13 POPLAR POPULUS TREMULOIDES 1848 8 POPLAR POPULUS TREMULOIDES 1849 8 OAK QUERCUS SPP. 1850 11 POPLAR POPULUS TREMULOIDES 1851 13 POPLAR POPULUS TREMULOIDES 1852 12 POPLAR POPULUS TREMULOIDES 1853 10 POPLAR POPULUS TREMULOIDES 1854 12 POPLAR POPULUS TREMULOIDES 1855 13 POPLAR POPULUS TREMULOIDES 1856 11 POPLAR POPULUS TREMULOIDES 1857 9 POPLAR POPULUS TREMULOIDES 1858 14 POPLAR POPULUS TREMULOIDES 1859 9 POPLAR POPULUS TREMULOIDES 1860 9 POPLAR POPULUS TREMULOIDES 1861 10 POPLAR POPULUS TREMULOIDES 1862 6 CHERRY PRUNUS SEROTINA 1863 8 POPLAR POPULUS TREMULOIDES 1864 16 POPLAR POPULUS TREMULOIDES 1865 55 WHITE OAK QUERCUS ALBA 1866 10 PIN OAK QUERCUS PALUSTRIS 1867 39 RED OAK QUERCUS RUBRA 1868 7 RED OAK QUERCUS RUBRA 1869 10 POPLAR POPULUS TREMULOIDES 1870 13 POPLAR POPULUS TREMULOIDES 1871 10 POPLAR POPULUS TREMULOIDES 1872 13 POPLAR POPULUS TREMULOIDES 1873 11 POPLAR POPULUS TREMULOIDES 1874 10 POPLAR POPULUS TREMULOIDES 1875 14 POPLAR POPULUS TREMULOIDES 1876 12 POPLAR POPULUS TREMULOIDES 1877 12 POPLAR POPULUS TREMULOIDES 1878 14 POPLAR POPULUS TREMULOIDES 1879 13 CHERRY PRUNUS SEROTINA 1880 15 RED OAK QUERCUS RUBRA 1881 21 BUR OAK QUERCUS MACROCARPA 1882 22 BUR OAK QUERCUS MACROCARPA 1883 16 BUR OAK QUERCUS MACROCARPA 1884 10 BUR OAK QUERCUS MACROCARPA 1885 10 BUR OAK QUERCUS MACROCARPA 1886 9 BUR OAK QUERCUS MACROCARPA 1887 8 BUR OAK QUERCUS MACROCARPA 1888 8 CHERRY PRUNUS SEROTINA 1889 14 POPLAR POPULUS TREMULOIDES 1890 11 POPLAR POPULUS TREMULOIDES 1891 12 POPLAR POPULUS TREMULOIDES 1892 15 POPLAR POPULUS TREMULOIDES 1893 9 POPLAR POPULUS TREMULOIDES 1894 14 POPLAR POPULUS TREMULOIDES 1895 16 OAK QUERCUS SPP. 1896 12 POPLAR POPULUS TREMULOIDES 1897 8 POPLAR POPULUS TREMULOIDES 1898 9 20' SCOTCH PINE PINUS SYLVESTRIS 1899 9 20' SPRUCE PICEA SPP. 1900 9 20' SPRUCE PICEA SPP. REMOVE TREE D.B.H. HT COMMON NAME SCIENTIFIC NAME NOTES 1901 9 20' PINE PINUS SPP. 3401 8 BUR OAK QUERCUS MACROCARPA 3402 18 BUR OAK QUERCUS MACROCARPA 3403 8 BUR OAK QUERCUS MACROCARPA 3404 18 CHERRY PRUNUS SEROTINA 3405 13 BUR OAK QUERCUS MACROCARPA 3406 6 BUR OAK QUERCUS MACROCARPA 3407 11 POPLAR POPULUS TREMULOIDES 3408 11 POPLAR POPULUS TREMULOIDES 3409 12 RED OAK QUERCUS RUBRA 3410 10 POPLAR POPULUS TREMULOIDES 3411 10 POPLAR POPULUS TREMULOIDES 3412 13 POPLAR POPULUS TREMULOIDES 3413 11 POPLAR POPULUS TREMULOIDES 3414 24 SILVER MAPLE ACER SACCHARINUM MULTI STEM 3415 25 SILVER MAPLE ACER SACCHARINUM MULTI STEM 3416 18 POPLAR POPULUS TREMULOIDES 3417 10 RED OAK QUERCUS RUBRA 3418 10 ASH FRAXINUS SPP. 3419 16 RED OAK QUERCUS RUBRA 3420 18 ASH FRAXINUS SPP. 3421 12 ASH FRAXINUS SPP. 3422 13 PINE PINUS SPP. *** 3423 10 POPLAR POPULUS TREMULOIDES *** 3424 12 POPLAR POPULUS TREMULOIDES *** 3425 6 POPLAR POPULUS TREMULOIDES *** 3426 9 POPLAR POPULUS TREMULOIDES *** 3427 12 POPLAR POPULUS TREMULOIDES *** 3428 11 POPLAR POPULUS TREMULOIDES *** 3429 13 POPLAR POPULUS TREMULOIDES *** 3430 11 POPLAR POPULUS TREMULOIDES 3431 10 POPLAR POPULUS TREMULOIDES 3432 11 POPLAR POPULUS TREMULOIDES 3433 12 POPLAR POPULUS TREMULOIDES 3434 12 POPLAR POPULUS TREMULOIDES 3435 14 POPLAR POPULUS TREMULOIDES 3436 14 POPLAR POPULUS TREMULOIDES 3437 15 POPLAR POPULUS TREMULOIDES 3438 12 POPLAR POPULUS TREMULOIDES 3439 11 POPLAR POPULUS TREMULOIDES 3440 36 BUR OAK QUERCUS MACROCARPA 1 3441 12 POPLAR POPULUS TREMULOIDES 3442 13 POPLAR POPULUS TREMULOIDES 3443 9 POPLAR POPULUS TREMULOIDES 3444 13 POPLAR POPULUS TREMULOIDES 3445 12 POPLAR POPULUS TREMULOIDES 3446 12 POPLAR POPULUS TREMULOIDES 3447 11 POPLAR POPULUS TREMULOIDES 3448 11 POPLAR POPULUS TREMULOIDES 3449 10 POPLAR POPULUS TREMULOIDES 3450 6 BUR OAK QUERCUS MACROCARPA 3451 10 POPLAR POPULUS TREMULOIDES 3452 12 POPLAR POPULUS TREMULOIDES 3453 10 POPLAR POPULUS TREMULOIDES *** 3454 12 POPLAR POPULUS TREMULOIDES *** 3455 10 POPLAR POPULUS TREMULOIDES *** 3456 11 POPLAR POPULUS TREMULOIDES X 3457 11 POPLAR POPULUS TREMULOIDES X 3458 11 POPLAR POPULUS TREMULOIDES X 3459 13 POPLAR POPULUS TREMULOIDES X 3460 14 POPLAR POPULUS TREMULOIDES X 3461 9 POPLAR POPULUS TREMULOIDES X 3462 10 POPLAR POPULUS TREMULOIDES X 3463 9 POPLAR POPULUS TREMULOIDES X 3464 8 POPLAR POPULUS TREMULOIDES X 3465 9 POPLAR POPULUS TREMULOIDES X 3466 11 POPLAR POPULUS TREMULOIDES X 3467 6 POPLAR POPULUS TREMULOIDES X 3468 7 POPLAR POPULUS TREMULOIDES X 3469 8 POPLAR POPULUS TREMULOIDES X 3470 8 POPLAR POPULUS TREMULOIDES X 3471 10 POPLAR POPULUS TREMULOIDES X 3472 9 POPLAR POPULUS TREMULOIDES X 3473 8 POPLAR POPULUS TREMULOIDES X 3474 9 POPLAR POPULUS TREMULOIDES X 3475 7 POPLAR POPULUS TREMULOIDES X 3476 8 POPLAR POPULUS TREMULOIDES *** 3477 9 POPLAR POPULUS TREMULOIDES *** 3478 9 POPLAR POPULUS TREMULOIDES *** 3479 9 POPLAR POPULUS TREMULOIDES *** 3480 9 POPLAR POPULUS TREMULOIDES *** 3481 8 POPLAR POPULUS TREMULOIDES 3482 34 WHITE OAK QUERCUS ALBA 3483 27 ASH FRAXINUS SPP. *** 3484 12 POPLAR POPULUS TREMULOIDES *** 3485 13 WHITE OAK QUERCUS ALBA *** 3486 8 POPLAR POPULUS TREMULOIDES *** 3487 6 POPLAR POPULUS TREMULOIDES *** 3488 10 POPLAR POPULUS TREMULOIDES *** 3489 34 WHITE OAK QUERCUS ALBA *** 3490 10 POPLAR POPULUS TREMULOIDES X 3491 10 CHERRY PRUNUS SEROTINA *** 3492 13 WHITE OAK QUERCUS ALBA X 3493 9 PAPER BIRCH BETULA PAPYRIFERA X 3494 19 OAK QUERCUS SPP. X 3495 10 POPLAR POPULUS TREMULOIDES X 3496 26 RED OAK QUERCUS RUBRA X 3497 37 BOXELDER ACER NEGUNDO X 3498 9 POPLAR POPULUS TREMULOIDES X 3499 7 POPLAR POPULUS TREMULOIDES REMOVE TREE D.B.H. HT COMMON NAME SCIENTIFIC NAME NOTES X 3500 9 POPLAR POPULUS TREMULOIDES 601 36 BOXELDER ACER NEGUNDO MULTI STEM X 602 17 BUR OAK QUERCUS MACROCARPA X 603 10 POPLAR POPULUS TREMULOIDES X 604 9 POPLAR POPULUS TREMULOIDES X 605 9 POPLAR POPULUS TREMULOIDES X 606 12 CHERRY PRUNUS SEROTINA X 607 18 RED OAK QUERCUS RUBRA X 608 18 POPLAR POPULUS TREMULOIDES X 609 9 POPLAR POPULUS TREMULOIDES X 610 6 POPLAR POPULUS TREMULOIDES X 611 7 POPLAR POPULUS TREMULOIDES X 612 9 POPLAR POPULUS TREMULOIDES X 613 8 POPLAR POPULUS TREMULOIDES 614 8 POPLAR POPULUS TREMULOIDES 615 9 POPLAR POPULUS TREMULOIDES 616 8 POPLAR POPULUS TREMULOIDES 617 9 POPLAR POPULUS TREMULOIDES 618 7 POPLAR POPULUS TREMULOIDES 619 19 RED OAK QUERCUS RUBRA 620 22 SILVER MAPLE ACER SACCHARINUM 621 52 SILVER MAPLE ACER SACCHARINUM MULTI STEM 622 60 SILVER MAPLE ACER SACCHARINUM MULTI STEM 623 46 SILVER MAPLE ACER SACCHARINUM MULTI STEM 624 31 SILVER MAPLE ACER SACCHARINUM MULTI STEM 625 70 SILVER MAPLE ACER SACCHARINUM MULTI STEM 626 30 SILVER MAPLE ACER SACCHARINUM MULTI STEM 627 24 SILVER MAPLE ACER SACCHARINUM MULTI STEM 628 20 SILVER MAPLE ACER SACCHARINUM 629 7 POPLAR POPULUS TREMULOIDES 630 9 POPLAR POPULUS TREMULOIDES 631 10 POPLAR POPULUS TREMULOIDES 632 10 POPLAR POPULUS TREMULOIDES 633 10 POPLAR POPULUS TREMULOIDES 634 10 POPLAR POPULUS TREMULOIDES X 635 10 POPLAR POPULUS TREMULOIDES X 636 9 POPLAR POPULUS TREMULOIDES 637 10 POPLAR POPULUS TREMULOIDES 638 28 BUR OAK QUERCUS MACROCARPA MULTI STEM 639 16 RED OAK QUERCUS RUBRA 640 18 RED OAK QUERCUS RUBRA *** 641 20 35' PINE PINUS SPP. 642 15 CHERRY PRUNUS SEROTINA *** 643 20 SILVER MAPLE ACER SACCHARINUM MULTI STEM 644 10 25' PINE PINUS SPP. 645 10 25' SPRUCE PICEA SPP. X 646 23 COTTONWOOD POPULUS DELTOIDES X 647 10 25' SPRUCE PICEA SPP. 648 10 25' SPRUCE PICEA SPP. 649 10 25' SPRUCE PICEA SPP. 650 10 25' SPRUCE PICEA SPP. 651 10 25' SPRUCE PICEA SPP. 652 25 AMUR CHERRY MULTI STEM X 653 30 RED OAK QUERCUS RUBRA X 654 30 RED OAK QUERCUS RUBRA X 655 9 20' SPRUCE PICEA SPP. X 656 15 30' SPRUCE PICEA SPP. 657 30 WHITE OAK QUERCUS ALBA 658 10 25' SPRUCE PICEA SPP. TREES NOT TAGGED PT 3069 10 OAK QUERCUS SPP. PT 1662 30 OAK QUERCUS SPP. PT 3070 12 SPRUCE PICEA SPP. PT 1392 12 OAK QUERCUS SPP. X PT 3057 14 PINE PINUS SPP. NOTE *** TREE COUNTED AS LOST (LIKELY TO BE REMOVED BY BUILDERS) TREE PRESERVATION SUMMARY ORD. SEC 31-522 TOTAL EXISTING SIGNIFICANT TREES REMOVE SIGNIFICANT TREES BY DEVELOPER SIGNIFICANT TREES LIKELY TO BE REMOVED BY BUILDERS (COUNTED AS LOST) TOTAL REMOVE SIGNIFICANT TREES 362 TREES 65 TREES 36 TREES 101 TREES (27.9%) TOTAL EXISTING SIGNIFICANT TREES REMOVED EXISTING SIGNIFICANT TREES BY DEVELOPER REMOVED EXISTING SIGNIFICANT TREES BY BUILDERS (COUNTED AS LOST) TOTAL REMOVED CROWN COVER OF SIGNIFICANT TREES (35% ALLOWANCE WITH NO REPLACEMENT REQUIRED) 5,297 DBH. 895 DBH. 472 DBH. 1,367 DBH. (25.8%) TOTAL AREAS OF EXISTING CROWN COVER TOTAL AREAS OF REMOVED EXISTING CROWN COVER (50% ALLOWANCE WITH NO REPLACEMENT REQUIRED) 298,580 SF. 82,130 SF. (27.5%) THAD RICH 13310 BOUTWELL ROAD NORTH STILLWATER, MN 55082 612-770-7653 PROJECT RICHLIND STILLWATER, MINNESOTA ISSUE PRELIMINARY PLAT RESUBMITTAL 01/30/15 ISSUE INDEX DATE PRELIMINARY PLAT SUBMITTAL 12/18/14 PRELIMINARY PLAT 01/30/15 RESUBMITTAL (LOSS 2 LOTS) SHEET C0.1 C1.1 C1.1.2 C1.2 C2.1 INDEX COVER SHEET EXISTING CONDITIONS TREE SURVEY DEMOLITION PLAN SITE PLAN & WETLAND PLAN C3.1 GRADING PLAN C3.2 EROSION CONTROL PLAN C3.3 GRADING DETAILS C4.1 UTILITY PLAN C4.2 UTILITY DETAILS C5.1 PRELIMINARY PLAT L1.1 TREE PRESERVATION L1.2 TREE PRESERVATION L2.1 LANDSCAPE PLAN SWPPP SWPPP PLAN PLAN SCHEDULE 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 p 612.260.7980 f 612.260.7990 www.elanlab.com CERTIFICATION I hereby certify that this plan was prepared by me, or under my direct supervision, and th tO i a duly Licensed Lan.-..p hitect Tl" Qr the laws of t�� Sit- of M�iLPd� � COSI Pilarsinee Saraithong DATE REGISTRATION NO. 45059 01/30/15 SHEET L102CLS02.DWG TREE PRESERVATION SCHEDULE L1.2 PROJECT NO. CLS14002 III pdoi,Illluu / III III MULC III ISH AIL WETLAND 2 MANAGEMENT LEVEL B MAINTAIN IAIItJ II III III III MOUND SUBGRADE SCARIFY BOTTOM AND SIDES OF PIT PRIOR TO PLANTING PLANTING PIT 2-3 X DIA. OF SOIL BALL DUG & TILLED PIT 3-5 X DIA. OF SOIL BALL di II fwuy Dam OUTLOT A / / / / / / DOUBLE STRAND 14 GA. WIRE 3' 0 120 DEGREE INTERVALS / WETLAND 3 MANAGEMENT LEVEL A PERSERVE (MANAGE 1) / / / 16" POLY PROPYLENE OR POLYETHYLENE, 40 ML, 1-1/2" WIDE STRAP ROOT FLARE AT SOIL LINE OR FIRST MAJOR BRANCHING ROOT AT 1 INCH BELOW SOIL LINE MULCH, EDGING, & DISH RING (SEE LANDSCAPE NOTES) CUT AND REMOVE TOP 1/3 BURLAP (MIN.), WIRE BASKET, AND ALL NYLON CORD INDIGENOUS SOIL BACKFILL WATER & TAMP TO REMOVE AIR POCKETS NOTES MAINTAIN TREE IN PLUMB POSITION THROUGHOUT THE GUARANTY PERIOD (SEE SPECIFICATIONS). / TREE STAKING AND ITS METHOD ARE OPTIONAL TO CONTRACTORS. TWO ALTERNATIVES ARE SHOWN. / ONE FLAG PER WIRE PLANTING SOIL TOP SOIL III III III /WETLAND 4 / MANAGEMENT LEVEL A (MANIAGE -1) CONIFEROUS TREE PLANTING (TYP) III III III MOUND SUBGRADE SCARIFY BOTTOM AND SIDES OF PIT PRIOR TO PLANTING PLANTING PIT 2-3 X DIA. OF SOIL BALL DUG & TILLED PIT 3-5 X DIA. OF SOIL BALL RBAY/ FILTRATIO ASIN 1 BP 1 QB/ REBA FILTRATI BASIN DOUBLE STRAND 14 GA. WIRE 3' ® 120 DEGREE INTERVALS 16" POLY PROPYLENE OR POLYETHYLENE, _ 40 ML, 1-1/2" WIDE STRAP TREE WRAP TO FIRST BRANCH ROOT FLARE AT FINISHED GRADE OR FIRST MAJOR BRANCHING ROOT AT 1 INCH BELOW SOIL LINE MULCH, EDGING, & DISH RING (SEE LANDSCAPE NOTES) CUT AND REMOVE TOP 1/3 BURLAP (MIN.), WIRE BASKET, AND ALL NYLON CORD INDIGENOUS SOIL BACKFILL WATER & TAMP TO REMOVE AIR POCKETS NOTES MAINTAIN TREE IN PLUMB POSITION THROUGHOUT THE GUARANTY PERIOD (SEE SPECIFICATIONS). TREE STAKING AND ITS METHOD ARE OPTIONAL TO CONTRACTORS. TWO ALTERNATIVES ARE SHOWN. TLAND 1 MANAGEM. T LEVEL A PRESERVE ®/ // PLANT SCHEDULE 1 BP / / / / / KEY QUANT. COMMON NAME SCIENTIFIC NAME SIZE ROOT COND. MATURE SIZE DECIDUOUS TREES BP QB QM 8 2 3 WHITESPIRE BIRCH SWAMP WHITE OAK BUR OAK BETULA PLATYPHYLLA 'WHITESPIRE' QUCERCUS BICOLOR QUCERCUS MACROCARPA 10' CLUMP 2.5" CAL. 2.5" CAL. B&B B&B B&B 40'H X 25'W 50'H X 45'W 60'H X 55'W CONIFEROUS TREES PG 11 BLACK HILLS SPRUCE PICEA GLAUCA 'DENSATA' 6' HT. B&B 45'H X 25'W SUBSTITUTIONS: IF ANY SUBSTITUTIONS ARE REQUIRED, SUBMIT WRITTEN DOCUMENTS AND PROPOSED SUBSTITUTIONS TO LANDSCAPE ARCHITECT FOR APPROVAL 5 DAYS PRIOR TO PURCHASE AND/OR INSTALLATION. LANDSCAPE REQUIREMENT TOTAL REQUIRED (3 TREES/ LOT) 24 TREES TOTAL PROVIDED 24 TREES / / / / / / OWNER/DEVELOPER THAD RICH 13310 BOUTWELL ROAD NORTH STILLWATER, MN 55082 612-770-7653 PROJECT RICHLIND / STILLWATER, / MINNESOTA / / / / / LANDSCAPE NOTES 1. BACKGROUND INFORMATION TAKEN FROM BOUNDARY SURVEY AND TOPOGRAPHIC SURVEY PERFORMED BY CORNERSTONE LAND SURVEYING, INC., STILLWATER, MINNESOTA, ON JUNE 4, 2014, EXPRESSLY FOR THIS PROJECT. WETLANDS DEUNEATED BY KJOLHAUG ENVIRONMENTAL SERVICES COMPANY, INC. DATE OF REPORT MAY 27, 2014 AND WETLAND FLAGS LOCATED BY CORNERSTONE LAND SURVEYING, INC. ON JUNE 4, 2014. TREES SHOWN ON THIS SURVEY WERE IDENTIFIED AND FIELD LOCATED BY CORNER STONE LAND SURVEYING. 2. VERIFY AU. FIELD CONDITIONS AND U1IUTY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES OR UNKNOWN UTILITIES ARE FOUND THAT IMPACT DESIGN OR IMPAIR CONSTRUCTION, THE ENGINEER AND OWNER SHOULD BE IMMEDIATELY NOTIFIED. 3. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR FINISHED GRADING AND POSITIVE SURFACE DRAINAGE IN AU. LANDSCAPE AREAS. LANDSCAPE CONTRACTOR MUST ENSURE THAT THE FINAL GRADES ARE MET AS SHOWN ON GRADING PLAN. IF ANY DISCREPANCIES ARE FOUND, IMMEDIATELY NOTIFY LANDSCAPE ARCHITECT FOR RESOLUTION. 4. AU. PLANT MATERIALS ARE TO CONFORM WITH STATE & LOCAL CONSTRUCTION STANDARDS AND THE CURRENT ADDITION OF THE AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS. AU. PLANT MATERIALS ARE TO BE HEALTHY, HARDY STOCK, AND FREE FROM ANY DISEASES, DAMAGE, AND DISFIGURATION. 5. QUANTITIES OF PLANTS LISTED ON THE PLAN ARE TO GOVERN ANY DISCREPANCY BETWEEN THE QUANT111ES SHOWN ON THE PLANT SCHEDULE AND PLAN. PLACE PLANTS IN PROPER SPACING FOLLOWING LAYOUT FIGURES. 6. APPLY FOUR (4)INCH DEPTH OF SHREDDED HARDWOOD BARK MULCH IN FOUR (4) FOOT DIAMETER RING AROUND ALL TREES LOCATED IN TURF AREAS. NO VINYL EDGING IS REQUIRED. 7. PLANTING SOIL FOR LANDSCAPED AREAS SHALL BE AT MINIMUM SIX (6) INCHES IN DEPTH AND A SANDY LOAM, SILT LOAM, LOAM, OR SANDY CLAY CONSISTING OF NO MORE THAN 65% SAND, 1.5-10% ORGANIC MATTER, A PH OF 4.5-6.8, SOLUBLE SALTS LESS THAN 2 MMHOS/CM, FREE OF CHEMICAL CONTAMINANTS, AND NOT COMPACTED BEYOND 80% OF STANDARD PROCTOR OR 200 PSI. SUBSOIL SHALL BE SCARIFIED BEFORE TOPSOIL IS SPREAD. SOIL SHALL BE GENERALLY FREE OF DEBRIS SUCH AS LARGE ROCKS AND FRAGMENTS OF WOOD. 8. FOLLOW LANDSCAPE DETAILS FOR ALL INSTALLATION, UNLESS OTHERWISE NOTED. 9. LANDSCAPE CONTRACTOR TO MAINTAIN PLANTS IN HEALTHY CONDITION THROUGHOUT GUARANTY PERIOD. THE GUARANTY PERIOD IS ONE GROWING SEASON FROM DATE OF PROVISIONAL ACCEPTANCE UNTIL FINAL ACCEPTANCE. 040 120 ISSUE PRELIMINARY PLAT RESUBMITTAL 01/30/15 ISSUE INDEX DATE PRELIMINARY PLAT SUBMITTAL 12/18/14 PRELIMINARY PLAT 01/30/15 RESUBMITTAL (LOSS 2 LOTS) SHEET C0.1 C1.1 C1.1.2 C1.2 C2.1 INDEX COVER SHEET EXISTING CONDITIONS TREE SURVEY DEMOLITION PLAN SITE PLAN & WETLAND PLAN C3.1 GRADING PLAN C3.2 EROSION CONTROL PLAN C3.3 GRADING DETAILS C4.1 UTILITY PLAN C4.2 UTILITY DETAILS C5.1 PRELIMINARY PLAT L1.1 TREE PRESERVATION L1.2 TREE PRESERVATION L2.1 LANDSCAPE PLAN SWPPP SWPPP PLAN PLAN SCHEDULE 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 p 612.260.7980 f 612.260.7990 www.elanlab.com CERTIFICATION I hereby certify that this plan was prepared by me, or and r my direct supervision, and the w1 „ a duly Licensed Lan laws o he Pilarsinee Saraithong REGISTRATION NO. 45059 DATE 01 /30/15 SHEET L201 CLS02.DWG LANDSCAPE PLAN L2.1 CONIFEROUS TREE PLANTING NO SCALE DECIDUOUS TREE PLANTING NO SCALE SCALE IN FEET PROJECT NO. CLS14002 OWNER/DEVELOPER SWPPP SUMMARY/OVERVIEW THIS STORM WATER POLLUTION PREVENTION PLAN (SWPPP) HAS BEEN DEVELOPED TO ADDRESS THE POLLUTION PREVENTION MANAGEMENT MEASURES INSPECTION AND MAINTENANCE REQUIREMENTS OF NPDES PERMIT MN R100001, PART III, SUBPART A. THIS SWPPP INCLUDES A COMBINATION OF NARRATIVE. ATTACHED FIGURE(S) AND PLAN SHEETS THAT DESCRIBE THE TEMPORARY AND PERMANENT STORM WATER MANAGEMENT PLAN FOR THE PROJECT. CONTACTS OWNER: ENGINEER: eLAN DESIGN LAB, INC CONTACT: THAD RICH CONTACT: STEVE JOHNSTON PHONE: 612-770-7653 PHONE: 612-382-4804 EMAIL: THAD©THADRICH.COM EMAIL: STEVE.JOHNSTON©ELANLAB.COM THE GENERAL CONTRACTOR (OPERATOR) SHALL ATTACH THEIR REQUIRED CONTACT INFORMATION TO THE SWPPP AFTER THE CONTRACT FOR THE PROJECT IS AWARDED. CONTRACTOR: TBD CONTACT: XXXX PHONE: XXXX EMAIL: XXXX GENERAL PROJECT INFORMATION PROJECT NAME: RICHLIND PROJECT LOCATION: STILLWATER, MINNESOTA CONSTRUCTION START DATE: TBD CONSTRUCTION END DATE: TBD THIS PROJECT WILL CONSIST OF: THE DEVELOPMENT OF 10 RESIDENTIAL HOMES ACCESSED BY A CITY STREET 650 FEET IN LENGTH, SERVED WITH MUNICIPAL SANITARY SEWER AND WATER SERVICES. AMENDMENTS TO THE SWPPP THE SWPPP WILL BE AMENDED AS NEEDED AND/OR AS REQUIRED BY PROVISIONS OF THE PERMIT. AMENDMENTS WILL BE APPROVED BY BOTH THE OWNER AND CONTRACTOR (OPERATOR) AND WILL BE ATTACHED TO THE SWPPP AS AN ADDITIONAL SHEET. THE SWPPP AND AMENDMENTS WILL BE KEPT ON SITE BY THE CONTRACTOR (OPERATOR) WHENEVER CONSTRUCTION ACTIVITY IS IN PROGRESS. GENERAL SWPPP RESPONSIBILITIES THE CONTRACTOR (OPERATOR) SHALL PROVIDE A KNOWLEDGEABLE AND EXPERIENCED PERSON(S) TO OVER SEE THE IMPLEMENTATION OF THE SWPPP AND THE INSTALLATION. INSPECTION AND MAINTENANCE OF THE EROSION AND SEDIMENT CONTROL BP'S BEFORE AND DURING CONSTRUCTION. BOTH THE OWNER AND CONTRACTOR (OPERATOR( SHALL BE RESPONSIBLE FOR THE PROPER TERMINATION AND/OR TRANSFER OF THE PERMIT. THE WILL BE RESPONSIBLE FOR THE LONG TERM OPERATION AND MAINTENANCE OF THE PERMANENT STORM WATER MANAGEMENT SYSTEM(S) AS IDENTIFIED IN AN MAINTENANCE AGREEMENT WITH UNLESS SPECIFICALLY STATED THE ENGINEER SHALL HAVE NO RESPONSIBILITY FOR ANY SWPPP ACTIVITIES DURING OR AFTER CONSTRUCTION. TRAINING REQUIREMENTS PREPARER/DESIGNER OF THE SWPPP: STEPHEN JOHNSTON, PE EMPLOYER: ELAN DESIGN LAB, INC. THE CONTRACTOR (OPERATOR) SHALL PROVIDE AT LEAST ONE TRAINED PERSON TO REVIEW THIS DOCUMENT, APPLY FOR NECESSARY PERMITS, OVERSEE THE IMPLEMENTATION OF THE SWPPP AND TO INSTALL. INSPECT. MAINTAIN AND REPAIR BMP'S. TRAINING MUST BE IN CONFORMANCE WITH THE NPDES CONSTRUCTION PERMIT REQUIREMENTS. TRAINING DOCUMENTATION MUST KEPT ON -SITE WITH THE SWPPP AND THE TRAINED PERSON MUST BE AVAILABLE ON -SITE WITHIN 72 HOURS. IMPLEMENTATION SEQUENCE: CONTRACTOR SHALL COMPLY WITH THE FOLLOWING SEQUENCE. THE CONTRACTOR MAY MAKE ADJUSTMENTS TO THE SEQUENCE IF NEEDED TO ADDRESS ACTUAL FIELD CONDITIONS. 1. PERFORM MINOR DEMOLITION NEEDED TO INSTALL BMP'S 2. INSTALL ROCK CONSTRUCTION ENTRANCE 3. INSTALL EROSION AND SEDIMENT CONTROL MEASURES AND TREE PROTECTION FENCING 4. CONSTRUCT ANY TEMPORARY SEDIMENTATION PONDS REQUIRED FOR LOCALIZED PREVENTION OF EROSION. 5. STRIP TOPSOIL IN FILL AREAS. 6. CONSTRUCT FOREBAYS, INFILTRATION BASINS, RATE CONTROL POND AND ASSOCIATED PIPE SYSTEMS. KEEP INFILTRATION BASIN OFF LINE UNTIL VEGETATION IS ESTABLISHED. STABILIZE WITH SEED, MULCH AND OTHER EROSION CONTROL MEASURES SHOWN ON THE PLAN OR AS REQUIRED IN THE FIELD. 7. COMPLETE MASS SITE GRADING 8. STABILIZE BALANCE OF SITE 9. BEGIN MUNICIPAL INFRASTRUCTURE CONSTRUCTION 10. COMPLETE FINAL GRADING, STABILIZATION AND PLANTINGS ON A LOT BY LOT BASIS AS HOME ARE SOLD AFTER CONSTRUCTION IS COMPLETED AND THE SITE IS STABILIZED REMOVE ANY TEMPORARY SEDIMENT AND EROSION CONTROL MEASURES AND RESTORE ANY AREAS DISTURBED BY THEIR REMOVAL. INSPECTION AND MAINTENANCE ALL INSPECTIONS, MAINTENANCE, REPAIRS, REPLACEMENTS AND REMOVAL ARE TO BE CONSIDERED INCIDENTAL TO THE BMP BID ITEMS. THE CONTRACTOR (OPERATOR) IS RESPONSIBLE FOR COMPLETING REQUIRED INSPECTIONS MAINTENANCE AND OBSERVATION OF WEATHER CONDITIONS. AND RAINFALL AMOUNTS TO ENSURE COMPLIANCE WITH THE PERMIT REQUIREMENTS. THE CONTRACTOR (OPERATOR) SHALL OBSERVE THE CONSTRUCTION SITE ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. THE CONTRACTOR (OPERATOR) SHALL KEEP A SUMMARY MAINTENANCE/CONSTRUCTION OBSERVATION REPORT TO BE RECORDED AFTER EACH SITE VISIT/OBSERVATION. RECORDS SHALL INCLUDE THE FOLLOWING: 1. DATE AND TIME OF INSPECTIONS 2. NAME OF PERSON CONDUCTING INSPECTION 3. FINDINGS AND RECOMMENDATIONS FOR CORRECTIVE ACTIONS IF NECESSARY 4. CORRECTIVE ACTIONS TAKEN 5. DATE AND AMOUNT OF RAINFALLS GREATER THAN 0.5 INCHES IN 24 HOURS 6. MENTION OF ANY CHANGES MADE TO THE SWPPP 7. A SITE MAP INDICATING ACTIVE CONSTRUCTION AREAS AND LAND DISTURBING ACTIVITIES. THE CONTRACTOR (OPERATOR) SHALL SUBMIT A COPY OF THE WRITTEN INSPECTIONS MONTHLY TO THE OWNER. THE CONTRACTOR (OPERATOR) MUST KEEP THE SWPPP, ALL INSPECTION REPORTS AND AMENDMENTS ONSITE. THE CONTRACTOR (OPERATOR) SHALL DESIGNATE A SPECIFIC LOCATION TO KEEP THE RECORDS WHENEVER CONSTRUCTION ACTIVITY IS IN PROGRESS. ALL EROSION PREVENTION AND SEDIMENTATION CONTROL BMP'S MUST BE INSPECTED TO ENSURE INTEGRITY AND EFFECTIVENESS. ALL NONFUNCTIONAL BMP'S MUST BE REPAIRED, REPLACED OR SUPPLEMENTED WITH FUNCTIONAL BMP'S. THE CONTRACTOR (OPERATOR) MUST INVESTIGATE AND COMPLY WITH THE FOLLOWING INSPECTION AND MAINTENANCE REQUIREMENTS: 1. ALL SEDIMENT BARRIERS INCLUDING SILT FENCE MUST BE REPAIRED REPLACED OR SUPPLEMENTED WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/3 OF THE FENCE HEIGHT. THESE REPAIRS SHALL BE MADE WITHIN 24 HOURS OF DISCOVERY. 2. TEMPORARY AND PERMANENT SEDIMENT BASINS MUST BE DRAINED AND THE SEDIMENT REMOVED WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGE VOLUME. DRAINAGE AND REMOVAL MUST BE COMPLETED WITHIN 72 HOURS OF DISCOVERY. 3. SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND CONVEYANCE SYSTEMS, MUST BE INSPECTED FOR EVIDENCE OF EROSION AND SEDIMENT DEPOSITION. THE OPERATOR SHALL REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS. THE OPERATOR SHALL RESTABILIZE THE AREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL. REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN 7 DAYS OF DISCOVERY, UNLESS PRECLUDED BY LEGAL, REGULATORY OR PHYSICAL CONSTRAINTS. THE CONTRACTOR (OPERATOR) IS RESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE AND FEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK. 4. CONSTRUCTION SITE VEHICLE EXIT LOCATIONS SHALL BE INSPECTED DAILY FOR EVIDENCE OF OFF -SITE SEDIMENT TRACKING ONTO PAVED SURFACES. TRACKED SEDIMENT MUST BE REMOVED FROM ALL PAVED SURFACES WITHIN 24 HOURS OF DISCOVERY. 5. THE CONTRACTOR (OPERATOR) IS RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY BMP'S. AS WELL AS EROSION AND SEDIMENT CONTROL BMP'S FOR THE DURATION OF THE CONSTRUCTION WORK AT THE SITE. 6. IF SEDIMENT ESCAPES THE CONSTRUCTION SITE OFF -SITE ACCUMULATIONS OF SEDIMENT MUST BE REMOVED IN A MANOR AND AT A FREQUENCY SUFFICIENT TO MINIMIZE OFF -SITE IMPACTS. 7. ALL FILTRATION AREAS MUST BE INSPECTED TO ENSURE THAT NO SEDIMENT FROM ONGOING CONSTRUCTION ACTIVITIES IS REACHING THE FILTRATION AREAS AND THESE AREAS ARE PROTECTED FROM COMPACTION DUE TO CONSTRUCTION EQUIPMENT DRIVING ACROSS THE FILTRATION AREA. RELATED REVIEWS AND PERMITS: ENVIRONMENTAL, ARCHEOLOGICAL, LOCAL, STATE, AND/OR FEDERAL REVIEWS/PERMIT: TYPE OF REVIEW CITY OF STILLWATER MSCWM0 REQUIRED ACTIONS PRELIMINARY AND FINAL PLAT APPROVAL PENDING EROSION CONTROL AND STORM WATER MANAGEMENT PERMITS TO BE APPLIED FOR AFTER CITY APPROVAL POLLUTION PREVENTION MANAGEMENT MEASURES THE CONTRACTOR (OPERATOR) SHALL BE RESPONSIBLE FOR ALL POLLUTION PREVENTION MANAGEMENT MEASURES. THE CONTRACTOR (OPERATOR) IS RESPONSIBLE FOR INFORMING ALL VISITORS AND/OR PERSONNEL ON -SITE OF THE POLLUTION PREVENTION MANAGEMENT MEASURES. ALL POLLUTION PREVENTION MANAGEMENT MEASURES ARE TO BE CONSIDERED INCIDENTAL TO THE MOBILIZATION BID ITEM, UNLESS OTHERWISE NOTED. POLLUTION PREVENTION MANAGEMENT MEASURES INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: THE CONTRACTOR (OPERATOR) IS RESPONSIBLE FOR THE PROPER DISPOSAL, IN COMPLIANCE WITH MPCA DISPOSAL REQUIREMENTS, OF ALL SOLID WASTE AND HAZARDOUS MATERIALS ON -SITE. CONCRETE TRUCKS SHALL NOT BE ALLOWED TO WASH OUT OR DISCHARGE SURPLUS CONCRETE OR DRUM WASH WATER ON -SITE, UNLESS DONE IN AN ENGINEERED LEAK -PROOF CONTAINMENT SYSTEM. THE ENGINEERED SYSTEM PROVIDED BY THE CONTRACTOR (OPERATOR) MUST INCLUDE SITE DRAWINGS FOR THE PROJECT FILE AND WRITTEN ASSURANCE THAT THE SYSTEM WILL WORK AS DESIGNED AND LEAVE NO DISCHARGE OF CONCRETE OR CONCRETE RESIDUE POTENTIAL TO WATERS OF THE STATE DURING A MINIMUM OF A 100-YEAR STORM EVENT. ANY LIQUID AND SOLID WASTE MUST BE DISPOSED OF PROPERLY AND IN COMPLIANCE WITH MPCA REGULATIONS. A SIGN MUST BE INSTALLED ADJACENT TO EACH WASHOUT SYSTEM TO INFORM CONCRETE EQUIPMENT OPERATORS TO UTILIZE THE PROPER FACILITIES. THE CONCRETE WASHOUT CONTAINMENT SYSTEM AND ALL RELATED ITEMS SHALL BE CONSIDERED INCIDENTAL TO THE MOBILIZATION BID ITEM. ALL NONHAZARDOUS WASTE MATERIALS SHALL BE COLLECTED AND STORED IN A SECURELY LIDDED METAL DUMPSTER OR OTHER APPROVED CONTAINMENT METHOD AT THE END OF EACH DAY. ANY ALTERNATIVE TO A METAL DUMPSTER MUST BE SUBMITTED IN WRITING FOR APPROVAL BY THE PROJECT ENGINEER. THE DUMPSTER SHALL BE EMPTIED AS NECESSARY TO FUNCTION AS INTENDED FOR DEBRIS COLLECTION. NO CONSTRUCTION GARBAGE OR WASTE MATERIAL SHALL BE BURIED ON -SITE. A LICENSED SANITARY WASTE MANAGEMENT CONTRACTOR SHALL COLLECT ALL SANITARY WASTE FROM THE PORTABLE UNITS AT A RATE NECESSARY TO MAINTAIN DESIGNED FUNCTION. ALL VEHICLES ON -SITE SHALL BE MONITORED FOR LEAKS AND RECEIVE REGULAR PREVENTION MAINTENANCE TO REDUCE THE CHANCE OF LEAKAGE. ALL FERTILIZERS SHALL BE STORED IN A COVERED SHELTER. PARTIALLY USED BAGS SHALL BE TRANSFERRED TO A SEALABLE BIN TO REDUCE THE CHANCE OF SPILLAGE. PETROLEUM PRODUCTS SHALL BE STORED IN TIGHTLY SEALED CONTAINERS. WHICH ARE CLEARLY LABELED. SPILL KITS SHALL BE INCLUDED WITH ALL FUELING SOURCES AND MAINTENANCE ACTIVITIES. SECONDARY CONTAINMENT MEASURES SHALL BE INSTALLED AND MAINTAINED BY THE OPERATOR. ANY ASPHALT SUBSTANCES USED ON -SITE SHALL BE APPLIED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. ALL PAINT CONTAINERS AND CURING COMPOUNDS SHALL BE TIGHTLY SEALED AND STORED WHEN NOT REQUIRED FOR USE. EXCESS PAINT AND/OR CURING COMPOUNDS SHALL NOT BE DISCHARGED INTO THE STORM SEWER SYSTEM AND SHALL BE PROPERLY DISPOSED OF ACCORDING TO MANUFACTURE'S INSTRUCTION. MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEAN-UP SHALL BE KEPT IN AN ENCLOSED TRAILER OR SHED ON -SITE. EQUIPMENT SHALL INCLUDE. BUT NOT LIMITED TO, BROOMS, MOPS, DUST PANS, RAGS, GLOVES, GOGGLES, ABSORBENT (KITTY LITTER) OIL ABSORBENT BOOMS AND DIAPERS AND BUCKETS. ALL SPILLS SHALL BE CONTAINED AND CLEANED UP IMMEDIATELY UPON DISCOVERY. SPILLS LARGE ENOUGH TO REACH THE STORM WATER CONVEYANCE SYSTEM SHALL BE REPORTED TO THE MINNESOTA DUTY OFFICER AT 1-800-422-0798. EXTERNAL WASHING OF TRUCKS AND OTHER CONSTRUCTION VEHICLES AND ENGINE DEGREASING ARE PROHIBITED AT THE CONSTRUCTION SITE. THE SWPPP INCLUDES THE FOLLOWING SHEETS: GENERAL SWPPP NOTES AND SHEETS - SWPPP EROSION AND SEDIMENT CONTROL AND TURF ESTABLISHMENT SHEETS - C3.1, C3.2, C3.3 PROJECT SPECIFIC INFORMATION (NOTE: AREAS ARE ROUNDED TO THE NEAREST HUNDREDTH OF AN ACRE) TOTAL PROJECT AREA: 7.44 AC. TOTAL LAND AREA TO BE DISTURBED: 2.27 AC. PRE -CONSTRUCTION IMPERVIOUS AREA: 0.45 AC. POST -CONSTRUCTION IMPERVIOUS AREA: 1.32 AC. IMPERVIOUS AREA ADDED: 0.87 AC. RECEIVING WATERS WITHIN 1 MILE FROM PROJECT BOUNDARIES: NAME OF WATER BODY TYPE SPECIAL OR IMPAIRED WATER THE PROJECT DOES NOT DISCHARGE RUNOFF TO AN IMPAIRED OR SPECIAL WATER. THE PROJECT IS NOT LOCATED IN A KARST AREA. THE PROJECT DOES NOT DISCHARGE TO A CALCAREOUS FEN. PROPOSED STORM WATER TREATMENT SUMMARY: RUNOFF FROM THE STREET AND THE FRONT OF THE PROPOSED HOMES IS DIRECTED TO A FOREBAY DESIGNED TO REMOVE SUSPENDED SOLIDS AND THEN TO A FILTRATION BASIN SIZED TO CONTAIN 1" OF RUNOFF FROM IMPERVIOUS AREAS AND 0.5" FROM DISTURBED PERVIOUS AREAS AND THEN FINALLY TO A RATE CONTROL POND BEFORE DISCHARGE TO AN THE STORM SEWER IN EAGLE RIDGE TRAIL. THE REAR YARDS GENERALLY FLOW ACROSS A NATURALLY VEGETATED BUFFER AND THEN TO THE EXISTING WETLANDS ON THE SITE. EROSION PREVENTION MEASURES AND TIMING: THE CONTRACTOR (OPERATOR) IS RESPONSIBLE FOR ALL EROSION PREVENTION MEASURES FOR THE PROJECT EROSION PREVENTION MEASURES INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: THE CONTRACTOR (OPERATOR) SHALL PLAN AND IMPLEMENT APPROPRIATE CONSTRUCTION PRACTICE AND CONSTRUCTION PHASING TO MINIMIZE EROSION AND RETAIN VEGETATION WHENEVER POSSIBLE ALL AREAS NOT TO BE DISTURBED SHALL BE DELINEATED WITH FLAGS, STAKES, SIGNS, OR OTHER MEANS NECESSARY TO PROTECT THESE AREAS BEFORE CONSTRUCTION BEGINS ON THE SITE. ALL DRAINAGE DITCHES AND/OR SWALES SHALL HAVE TEMPORARY OR PERMANENT STABILIZATION WITHIN 24 HOURS OF CONNECTING TO A SURFACE WATER OR 24 HOURS AFTER CONSTRUCTION ACTIVITY IN THE DITCH/SWALE HAS TEMPORARILY OR PERMANENTLY CEASED. ALL PIPE OUTLETS SHALL HAVE TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS OF CONNECTING TO A SURFACE WATER. ALL EXPOSED SOILS SHALL BE STABILIZED AS SOON AS POSSIBLE TO LIMIT SOIL EROSION. IN NO CASE SHALL UN -WORKED AREAS, INCLUDING STOCK PILES, HAVE EXPOSED SOILS FOR MORE THAN 14 DAYS WITH PROVIDING TEMPORARY OR PERMANENT STABILIZATION. (7 DAYS FOR PROJECTS WITH A RECEIVING WATER THAT IS IMPAIRED OR SPECIAL) SITE SOIL INFORMATION: SOIL INFORMATION PROVIDED IS OBTAINED FROM THE USGS SOIL SURVEY INFORMATION AND IS FOR NPDES PERMIT INFORMATION ONLY. THE OPERATOR SHALL NOT RELY ON THIS SOIL INFORMATION HYDROLOGIC SOIL SOIL NAME CLASSIFICATION RONNEBY FINE SAND LOAM B KINGLSEY SANDYLOAM B SEDIMENT CONTROL MEASURES AND TIMING THE OPERATOR (CONTRACTOR) IS RESPONSIBLE FOR ALL SEDIMENT CONTROL MEASURES FOR THE PROJECT. SEDIMENT CONTROL MEASURES INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: SEDIMENT CONTROL MEASURES SHALL BE ESTABLISHED ON ALL DOWN GRADIENT PERIMETERS BEFORE ANY UPGRADIENT LAND DISTURBING ACTIVITIES BEGIN. THESE MEASURES SHALL REMAIN IN PLACE UNTIL FINAL STABILIZATION HAS BEEN ESTABLISHED. ON SLOPES WITH 3:1 OR STEEPER GRADES THERE SHALL BE NO UNBROKEN SLOPE LENGTH GREATER THAN 75 FEET. ALL STORM DRAIN INLETS AND CULVERT INLETS SHALL BE PROTECTED BY AN APPROPRIATE BMP DURING CONSTRUCTION UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLET HAS BEEN STABILIZED. INLET AND CULVERT PROTECTION SHALL CONFORM TO THE 2005 MNDOT SPECIFICATIONS 2573 AND 3891. STOCK PILES SHALL BE PROVIDED WITH AN EFFECTIVE SEDIMENT PERIMETER CONTROL AND SHALL NOT BE PLACED IN ANY TYPE OF SURFACE WATER OR DRAINAGEWAY. VEHICLE TRACKING SHALL BE MINIMIZED WITH EFFECTIVE BMP'S. WHERE THE BMP'S FAIL TO PREVENT SEDIMENT FROM TRACKING ONTO STREETS THE CONTRACTOR SHALL CONDUCT STREET SWEEPING TO REMOVE ALL TRACKED SEDIMENT. TEMPORARY SEDIMENT BASINS THE OPERATOR IS RESPONSIBLE FOR IDENTIFYING THE NEED FOR TEMPORARY SEDIMENT BASINS BASED ON ACTUAL FIELD CONDITIONS TO PROTECT DOWNSTREAM RESOURCES. TEMPORARY SEDIMENT BASINS SHALL BE CONSTRUCTED BEFORE UP GRADIENT VEGETATION IS DISTURBED AND MAINTAINED UNTIL THE RISK OF DAMAGE TO DOWNSTREAM RESOURCES IS MITIGATED BY OTHER MEANS. DEWATERING AND BASIN DRAINING ACTIVITIES THE OPERATOR IS RESPONSIBLE FOR ADHERING TO ALL DEWATERING AND SURFACE DRAINAGE REGULATIONS. INCLUDING BUT NOT LIMITED TO THE FOLLOWING: WHENEVER POSSIBLE WATER FROM DEWATERING ACTIVITIES SHALL DISCHARGE TO A TEMPORARY AND/OR PERMANENT SEDIMENT BASIN. IF WATER CANNOT BE DISCHARGED TO A SEDIMENTATION BASIN, IT SHALL BE TREATED WITH THE OTHER APPROPRIATE BMPS, TO EFFECTIVELY REMOVE SEDIMENT. ALL DISCHARGE POINTS SHALL BE PROTECTED FROM EROSION AND SCOUR. DISCHARGE WATER SHALL BE DISPERSED OVER AN EFFECTIVE ENERGY DISSIPATION MEASURE. ALL WATER FROM DEWATERING SHALL BE DISCHARGED IN A MANNER THAN DOES NOT CAUSE NUISANCE CONDITIONS, EROSION, OR INUNDATION OF WETLANDS. WATER SHALL NOT BE DISCHARGED TO ADJACENT RESIDENTIAL PROPERTIES. IT MUST BE DISCHARGED TO THE PUBLIC STREET. FINAL STABILIZATION THE OPERATOR IS RESPONSIBLE FOR ENSURING FINAL STABILIZATION OF THE SITE. FINAL STABILIZATION INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING: ALL SOIL DISTURBING ACTIVITIES HAVE BEEN COMPLETED. ALL EXPOSED SOILS HAVE BEEN UNIFORMLY STABILIZED WITH AT LEAST 80% VEGETATION COVERAGE. ALL DRAINAGE DITCHES, PONDS AND ALL STORM WATER CONVEYANCE SYSTEMS HAVE BEEN CLEARED OF SEDIMENT AND STABILIZED TO PRECLUDE EROSION. ALL TEMPORARY BMPS HAVE BEEN REMOVED AND PROPERLY DISPOSED. FINAL STABILIZATION SHALL BE PERFORMED IN ACCORDANCE WITH MNDOT 2005 SPECIFICATION 2515. PROJECT SPECIFIC NOTES: 1. INFILTRATION BASINS SHALL BE PROTECTED AT ALL TIMES FROM COMPACTION AND SEDIMENT. THE CONTRACTOR IS RESPONSIBLE FOR MAKING SURE INFILTRATION RATES ARE NOT NEGATIVELY AFFECTED. 2. THE CONTRACTOR SHALL NOTIFY WATERSHED DISTRICT STAFF AT LEAST 72 HOURS PRIOR TO THE CONSTRUCTION OF THE INFILTRATION BASINS IN ORDER TO PROVIDE FOR DISTRICT CONSTRUCTION OBSERVATION. FAILURE TO NOTIFY THE DISTRICT PRIOR TO INSTALLATION MAY RESULT IN THE REMOVAL OF WORK COMPLETED. 3. THE CONTRACTOR SHALL SUBMIT A COPY OF THE APPROVED MINNESOTA POLLUTION CONTROL AGENCY'S NPDES PHASE 2 CONSTRUCTION PERMIT TO THE WATERSHED DISTRICT PRIOR TO BEGINNING CONSTRUCTION. 4. THE CONTRACTOR SHALL PREVENT COMPACTION OF THE INFILTRATION BASINS DURING CONSTRUCTION, KEEP THE BASINS OFF-LINE FROM RUNOFF EVENTS UNTIL CONSTRUCTION IS COMPLETE AND VEGETATION IS ESTABLISHED, AND PROVIDE EROSION CONTROL MEASURES NEEDED TO PROTECT THE SYSTEM UNTIL ADJACENT AREAS HAVE BEEN PERMANENTLY STABILIZED. 5. PARKING LOT CONSTRUCTION SHALL NOT TAKE PLACE UNTIL INFILTRATION BASIN VEGETATION HAS GERMINATED AND IS ESTABLISHED SUFFICIENTLY TO ACCEPT RUNOFF. THAD RICH 13310 BOUTWELL ROAD NORTH STILLWATER, MN 55082 612-770-7653 PROJECT RICHLIND STILLWATER, MINNESOTA ISSUE PRELIMINARY PLAT RESUBMITTAL 01/30/15 ISSUE INDEX DATE PRELIMINARY PLAT SUBMITTAL 12/18/14 PRELIMINARY PLAT 01/30/15 RESUBMITTAL (LOSS 2 LOTS) SHEET C0.1 C1.1 C1.1.2 C1.2 C2.1 C3.1 C3.2 C3.3 C4.1 C4.2 C5.1 L1.1 L1.2 L2.1 SWPPP INDEX COVER SHEET EXISTING CONDITIONS TREE SURVEY DEMOLITION PLAN SITE PLAN & WETLAND PLAN GRADING PLAN EROSION CONTROL PLAN GRADING DETAILS UTILITY PLAN UTILITY DETAILS PRELIMINARY PLAT TREE PRESERVATION PLAN TREE PRESERVATION SCHEDULE LANDSCAPE PLAN SWPPP PLAN 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 p 612.260.7980 f 612.260.7990 www.elanlab.com CERTIFICATION I hereby certify that this plan was prepared by me, or under my direct supervision, and th a duly Licensed Pro oI�m :inee er the laws d tate a 1 1 A Stephen M. Johnston DATE REGISTRATION NO. 18914 01 /30/15 SHEET SWPPPCLS02.DWG SWPPP PLAN SWPPP PROJECT NO. CLS14002 PLANNING COMMISSION MEETING DATE: February 11, 2015 CASE NO.: 2015-2 February 2, 2105: Heritage Preservation Commission APPLICANT: Jesse Hamer, Momentum Design Group, representing Kriss Novak, property owner REQUEST: Request for a Special Use Permit for a restaurant with drive through and outdoor eating area to be located on a new outlot next to Valley Ridge Mall, 1240-1570 West Frontage Road ZONING: BP-C: Business Park Commercial COMP PLAN DISTRICT: Commercial PREPARED BY: Abbi Jo Wittman, City Planner REQUEST The applicant is requesting a Special Use Permit for a drive through and outdoor eating area proposed to be developed in conjunction with a new Dairy Queen Grill and Chill to be located next to Valley Ridge Mall. The DQ is a permitted use in the BPC District. APPLICABLE REGULATIONS AND REGULATIONS Section 31-325 indicates drive throughs associated with eating establishments, as well as outdoor eating areas, in the Business Park - Commercial District require a Special Use Permit. Section 31-207 establishes the review standards for Special Use Permits: The proposed structure or use conforms to the requirements and the intent of this chapter, and of the comprehensive plan, relevant area plans and other lawful regulations. The proposed use is allowed within the subject zoning district, if it is found compatible with surrounding uses. In review of the request with City staff, the following item was determined to be an item of concern: • Parking and Traffic: The proposed drive through and outdoor eating area meet the 23 parking stall and 5 stacking spaces required. All 23 parking spaces will be located onsite. However, the creation of a new lot in this location will cause a reduction in the overall parking space available to Valley Ridge Mall. Currently there are 526 striped spaces onsite. A total of 65 of these spaces will be removed as part of the construction of the Dairy Queen. The remaining 461 spaces will satisfy the Valley Ridge Mall requirements of 442 off-street parking spaces. • Noise: The proposed drive through loudspeaker and ordering kiosk creates the potential for noise problems. Although there are no residences in the vicinity, this parcel is within a close proximity to office buildings. Both Bremer Bank and Wells Fargo are located approximately 300' from this site. However, the former is located across HWY 36 and the latter is located across Northwestern Avenue. Staff has determined sound will be muffled by highway traffic or blocked by the position of the buildings. • Trash: While the application submission depicts a trash enclosure area on the north property line of the new parcel, the property owner has verbally indicated a cooperative trash agreement is being developed between the owners of the Dairy Queen and Valley Ridge Mall. As long as a shared agreement is on file, this would be acceptable to staff. • Exterior changes: Section 31-319 of the Stillwater City Code requires that the Heritage Preservation Commission (HPC) conduct a design review on exterior changes, signage and waste receptacle. The applicant met with the HPC on February 2nd. At that time the HPC tabled the application, requesting great design enhancement on the North and East elevations. • Drainage: The applicant is proposing unregulated surface drainage as the rooftop will drain onto the East and West elevation sidewalks. This can cause icy, unsafe conditions and should be avoided. Comprehensive Plan Chapter 6, Local Economy, indicates an objective of supporting business expansion. The proposed drive through and outdoor eating area are not contradictory to the Comprehensive Plan. This use is consistent with the Future Land Use Map identifying this property as having commercial use in 2030. Any additional conditions necessary for the public interest have been imposed or use and/or structure will not constitute a nuisance or be detrimental to the public welfare of the community. The proposed drive through and outdoor eating area will not be nuisance or be detrimental to the public welfare of the community if conditions addressing the concerns, above, are met. ALTERNATIVES AND RECOMMENDATION CPC 1-14-14 (SUP/2014-40) 114 Chestnut Street East Page 2 of 3 The Commission has the following options: 1. Approve the Special Use Permits with or without conditions. If the Commission would like to approve the Case No. 2015-2 with conditions, staff would recommend the following: a. A trash enclosure shall be constructed prior to the Dairy Queen receiving a Certificate of Occupancy. b. If cooperative trash facilities are proposed, an agreement between owners of the Dairy Queen and Valley Ridge Mall shall be submitted to the Community Development Department for review and approval. The agreement shall include a site location plan of the proposed cooperative trash facilities and all enclosure material specifications. c. All existing and future trash receptacles shall be stored inside the building or in the proposed trash enclosure at all times with the exception of the day of trash collection. d. Conditions of a HPC issued Design Permit shall be incorporated into this Special Use Permit by reference. e. A drainage plan, found acceptable to the City Engineer, shall be submitted and approval prior to the release of the building permit. f. Plans and the use will need to be approved by the engineering, fire and building officials before the issuance of a building permit. g. All changes to the approved plans will need to be reviewed and approved by the Community Development Director. Any major changes will need to go to the Planning Commission for review and approval. 2. Determine that the proposed events center is not consistent with the Special Use Permit provisions or the Comprehensive Plan and deny the Special Use Permit. 3. Table the application requesting more information be brought back before the Commission at their March 11, 2015 meeting. ATTACHMENTS Site Location Map Narrative Request (2 pages) Site Plan Exterior Elevations (2 pages) CPC 1-14-14 (SUP/2014-40) 114 Chestnut Street East Page 3 of 3 *it i 1 'water Ni... 1990 ± I 2000 t i I '''ftmommionma°861..."....gmk'L The Birthplace of Minnesota LLI ,,....F.- 1-1) LLI I 1 1570 1 1200 ____. _ Site Plan 1240-1570 W. Frontage Rd. NE Valley Ridge Mall Ah. WE 1.c10' s 0 60 120 240 Feet .....__,. wEr--FRONTAGE-- 4, A wer. CM,EAM, TIMMr MAI MN . ' -4 ...! OW A ... A . A.A.,,- ,.. r ...:..-- ..• ,,,i. -... • .re . Ur _ . • ,,,, . • ....8 • } Or. 0 e __ • _ _ - a 1 Je 1 rr El rr t S 8 • , , 1 ... • , .., . IMWON 8' Q 9 r. rl 1 -.• - --moms...........i.....•—...=..—...... 'I'. "7: :r"...-,.. _ 1 , , 5899 - 1 1 1 January 2015 Planning Commission Chair and Committee, Thank you for your consideration on this exciting project being proposed in Stillwater. The first Dairy Queen in the Stillwater area opened in 1976 along Highway 36 in Oak Park Heights in front of the then St. Croix Mall and next to current Mc Donald's. The location was successful for many years. The owner was approached by Taco Bell to sell his land for redevelopment, which began a series of moves ultimately leading to the DQ on Main Street about five years ago. This Main Street location lacks the easy parking and desired drive thru - both critical to DQ's business model. For some time now the local DQ franchisee has been searching for a new location to bring DQ back to the Highway 36 corridor, both in Stillwater and Oak Park Heights. Approximately two years ago the franchisee began discussions with the owners of Valley Ridge Mall and their real estate broker to construct a DQ on the southwest corner of the shopping center's parking lot. With much work and coordination a concept plan was approved by corporate Dairy Queen and was brought to City staff for comment. Everyone seemed to believe the corner of the parking lot would be a great place for a new free standing Dairy Queen. On the first day of 2015, the Dairy Queen franchise for Stillwater was sold to a new ownership group so that the relocation of the store could finally become reality. The application before you is for a new, free-standing 2,600 square foot restaurant with both inside and outside seating and a drive-thru. The location occupies the underutilized portion of the parking lot that has historically been used for a Linder's Flower shop tent on a seasonal basis. The new Dairy Queen will be the most recent corporate design for a "Grill & Chill" and the exterior will have excellent color and stone work for a very classic look. The half -acre site offers a unique cross -use with a shared parking agreement with the Valley Ridge Mall. There are 29 parking stalls on the site along with capacity for overflow in the adjoining spots if needed during the busiest days of the year. The free-standing Dairy Queen "Grill & Chill" complements the existing tenants in the Mall. The building itself will be constructed at a standard height of 17.5 feet and a parapet height of 20.6 feet and will not directly block the Office Max location. Office Max corporate office approved this parcel for the building concept and use prior to signing their lease in 2014. The exterior of the building will be a combination of EIFS, stone and high tech color panels. Colors are corporate color palate of neutral browns with a splash of red on the awnings for punch. Signage that is being requested for this location includes DQ's standard building signage with the DQ logo and a freestanding pylon on the site. The details of the sign package are included in your packet. Access to the site will be accomplished using the existing ingress and egress points already serving Valley Ridge Mall along Northwestern Avenue and the Frontage Road. The two closest driveways will be sufficient to handle the incremental traffic generation. The new ownership group is requesting approval for this plan so that a very time - sensitive project can remain on target. Sincerely, Received JAN 1 6 2015 Community Development Department NORTH WESTERN 1I �I SITE PLAN "ENTER" CO I2' 13 L "THANK YOU / DO NOT ENTER" SITE AREA: 21843 SF FLOOR TO MATCH DRIVE LANE / DRIVE THRU ELEVATION FAST CASUAL RESTAURANT 2600 SF D.T. WINDOW 0 "THANK YOU / DO NOT ENTER" TRASH ENCLOSURE 5`t TONE WAY 107' STACKING EXIT ONL COOLER FREEZER SLOPE'DOWN THRU NTRANCE "THANK YOU / - DO N!DT ENTEF 111 \4, 1 � 0 7 //.1 tl 8'-0', I,, ti 40' BUILDING SETBACK ONE WAY EXIT ONLY PROPERTY LINE FRONTAGE ROAD STATE HIGHWAY 36 PYLON SIGN VALLEY RIDGE OUTBUILDING 01/08/15 STILLWATER, MINNESOTA 13020 MOMENTUM DESIGN GROUP TRUE NORTH. NV\TS Outbuidling Plan - City Submittal 1"=20'0" OB01 SIGNAGE PER PROTOTYPE METAL EYEBROW ELEMENT W/ NEON LIGHTING WALL LIGHT SOUTH ELEVATION HIGHWAY 36 SIMULATED STONE METAL PANEL EIFS CORNICE WALL LIGHTS EXTERIOR INSULATION FINISH SYSTEM HIGH IMPACT EIFS AT SIGNAGE BOXES PER BASE PROTOTYPE SIGNAGE TO MATCH SOUTH ELEVATION EIFS CORNICE ,,.FA4 F11 OVERHANG AT DRIVE THRU �. EXTERIOR INSULATION FINISH SYSTEM PARA $- N r�o,-E• WEST ELEVATION NORTHWESTERN RD. METAL PANEL SIMULATED STONE AWNING HIGH IMPACT EIFS AT BASE EXTERIOR ELEVATIONS METAL PANEL EIFS CORNICE EXTERIOR INSULATION FINISH SYSTEM TILE -/ NORTH ELEVATION HIGH IMPACT EIFS METAL PANEL AWNING EXTERIOR INSULATION FINISH SYSTEM SIMULATED STONE EAST ELEVATION SCUPPER W/ DOWNSPOUT AND ADJACENT OVERFLOW HIGH IMPACT EIFS WALL PACK EXTERIOR ELEVATIONS FRIENDS H X Cri BOOM SITE YOU'RE INVITED! Friends Group Hosting Public Meeting About the Future of the St. Croix Boom Site On February 24 For Immediate Release For More Information Contact: Marc Hugunin 651-491-1981 FriendsofWashingtonCounty dd gmail. com The Friends of the St. Croix Boom Site will be hosting a public meeting to discuss the future of the St. Croix Boom Site. The St. Croix Boom Site is a 26-acre park located in four segments on the St. Croix River and Highway 95 just north of Stillwater, and is listed on the National Register of Historic Places. Tuesday February 24 at 7 p.m. Council Chambers, Stillwater City Hall 216 North Fourth Street, Stillwater, MN 55082 The Friends are appreciative of the assistance of the City of Stillwater in holding this event. The February 24 meeting will be geared somewhat to the interests of City of Stillwater boards and commissions, but any interested party is invited to attend. For more information on the meetings, you also may visit www.FriendsofWashingtonCounty.com or email FriendsofWashingtonCounty@gmail.com. The Friends hope to hear from the public concerning: What do people like about the Boom Site? What do they like to do at the Boom Site? What else might they wish to do? What is the highest and best use of the Boom Site? The Friends will report their findings, including a Vision for the future of the St. Croix Boom Site, to the Minnesota Department of Natural Resources (DNR), which owns and manages the property. The Friends and the DNR hope that the public's input will help to shape facilities and management plans of the Boom Site for years to come. The Friends are conducting the public meetings and developing a Vision for the future of the Boom Site in partnership with the DNR, the Minnesota Department of Transportation, the National Park Service and Washington County. The effort is being supported by a federal grant, and is called "Restoring and Enhancing a National Historic Landmark." Boom site logo design by Craig Parent; woodcut artwork by Jim Meyer