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Home My WebLink AboutPC PACKET 090822 (T— I Y O�CI Agenda +� EST.1906 .� Hugo Planning Commission Thursday, September 8, 2022 Hugo City Hall 7:00 PM A. ROLL CALL: Andress, Arcand, Derr, Kleissler, Lessard, Petty B. PLEDGE OF ALLEGIANCE C. OATH OF OFFICE 1. Steve Andress D. APPROVAL OF MINUTES 1. July 28, 2022 E. PUBLIC HEARING 1. Dennis Properties LLC —"Downtown Hugo" Preliminary Plat and Planned Unit Development (PUD) General Plan F. NEW BUSINESS 1. City Wide Bus Tour—October 1, 2022 10 a.m. to 12 p.m. G. OLD BUSINESS H. ADJOURNMENT If you need accommodations for the Planning Commission meeting please contact Rachel Juba at (651) 762-6304 or rjuba@ci.hugo.mn.us,thank you. Minutes for the Planning Commission Meeting of Thursday, July 28, 2022 Chair Kleissler called the meeting to order at 7:00 pm. PRESENT: Arcand, Derr, Kleissler, Petty ABSENT: Lessard STAFF: Rachel Juba, Community Development Director Shayla Denaway, Parks Planner Pledge of Allegiance. Approval of Minutes for the Planning Commission Meeting of July 14, 2022 Commissioner Petty made a motion, seconded by Commissioner Derr to approve minutes for the meeting of July 14, 2022. Ayes: Arcand, Derr, Kleissler, Petty Motion carried. Public Hearing: Zoning Ordinance Amendment— Revisions to the Shoreland Overlay District Setbacks Staff provided a background on the proposed revisions to the Shoreland District setback ordinance. The Shoreland District is an overlay district in the City of Hugo. Overlay districts are areas within the City that have special regulations applied to them because of their unique characteristics. Overlay districts are superimposed over the underlying zoning districts and the regulations for each apply to the subject property. The Shoreland District of the City is land that is within 1,000 feet of the ordinary high water (OHW) level of the lakes, ponds, and flowages, and within 300 feet of the OHW level of the rivers and streams listed in the shoreland classification table in the ordinance. All of the land lying within the Shoreland District are subject to the regulations in the shoreland ordinance. Staff will be completing a larger zoning code revision to the shoreland ordinance, but wanted to start with the revisions to the structure setbacks. The larger zoning code revision will take a longer times to complete. The structure setbacks in the shoreland ordinance are more restrictive than the State Statutes regarding shoreland setbacks that the DNR uses. The setbacks are from the OHW of lakes, ponds, flowages, rivers, and streams.The setbacks vary depending on the classification of the waterbody. To have the setbacks align and match with the State Statutes, staff recommended the following revisions: July 28, 2022 PC Minutes Page 2 Dimensional Requirements for Riparian Shoreland Development Classification Existing Setbacks Proposed Setbacks Natural Environment- sewered lot 150 Feet 150 Feet Natural Environment- unsewered lot 200 Feet 150 Feet Recreational —sewered lot 100 Feet 75 Feet Recreational —unsewered lot 100 Feet 100 Feet General Development—sewered lot 100 Feet 50 Feet General Development—unsewered lot 100 Feet 75 Feet Staff recommended approval of the proposed zoning code amendments to the ordinance Section 90- 137 Shoreland District (2) to revise the structure setback requirements. Commissioner Petty asked if the primary reasoning for the revision was due to residences needing to request variances after beginning some planning with the DNR. Juba agreed and highlighted that the Board of Zoning had already been approving most of the variances that were due to the city ordinance being inconsistent with State Statutes. Chair Kleissler opened the Public Hearing at 7:05 PM. No one spoke. Chair Kleissler closed the Public Hearing at 7:06 PM. New Business: Southwind Builders, LLC—Sketch Plan for a single-family residential development located on the property at 16345 Everton Avenue North Staff provided background on the sketch plan for a proposed development that the applicant is requesting feedback for before beginning preliminary plat process. The property is currently vacant, relatively flat, and has some site constraints due to wetlands.The property is located north of the Oneka Place development at the end of Oneka Parkway. The applicant would like to receive feedback on the project in regards to general layout, lot sizes, setbacks, and road construction. The applicant is planning to develop a parcel of land that is 24.83 acres, with 3.66 acres of wetland. The plan shows 59 proposed single-family lots and a small neighborhood park. The plan also shows stormwater ponding areas, trail connections, and road connections. The development will have a stormwater reuse system for irrigation. A home owners association is proposed for the development. The applicant would be asking for flexibility form the zoning code through a Planned Unit Development (PUD). The sketch plan was completed to get comments from the various commissions and Council prior to moving forward with the formal development approval process. The property is currently zoned July 28, 2022 PC Minutes Page 3 Future Urban Service (FUS) and is guided as Low Density Residential (LD) in the 2040 Land Use Plan. The allowed net density is up to 4 units per acre with a PUD. The development is proposed to be 2.8 units per acre, which meets the density requirements. The developer has proposed requesting approval of a PUD for the development. PUD's offer enhanced flexibility to develop a site through the relaxation of zoning district standards. The use of the PUD zoning also allows for a greater variety of uses, internal transfers of density, construction phasing and a potential for lower development costs. In exchange for this enhanced flexibility, the City has the expectation that the development plan will result in a significantly higher quality and more sensitive proposal than would have been the case with the use of other, more standard zoning ^'* districts. The applicant is proposing flexibility on lot size, lot width, and setbacks. In exchange for the flexibility the applicant has indicated that the development will have a stormwater reuse system for irrigation and the developer will be responsible for the cost and installation of the playground equipment and shelter at the proposed park. This development is in Neighborhood Park Service Area 3 which does not have any parks in it at this time. The property is not in an area identified as a greenway. Frog Hollow and Oneka Elementary are the closest recreational amenities. Due to the size of the proposed development, it is difficult to include a neighborhood park. It is likely that a more sizeable neighborhood park would be constructed to the east with future development. A future park in this location could be a part of a greenway corridor and connect to city-owned park land to the south. The developer is proposing to continue the trail and sidewalks on Oneka Parkway. They are also proposing to extend the trail on the west side of Fairoaks Avenue North and extend it to the east to connect to future trails. Sidewalks are proposed along all remaining streets. This is in keeping with the neighborhood to the south and allow for connections to future development At its July 20, 2022, the Parks Commission provided feedback on the proposed sketch plan and amenities as it is anticipated that it will become a city park. They generally liked the park layout and the proposed amenities. They recommended approval of the proposed park dedication request by the applicant. The property is located north of Empress Avenue North (constructed as part of the Oneka Place Development), south of 1651" Street and east of the extension of Oneka Parkway. The applicant is proposing to extend Oneka Parkway 700 feet to the north. An existing 100-ft right-of-way exists for the construction of Oneka Parkway. The remaining portion of Oneka Parkway is proposed to be constructed as adjacent properties develop. Sewer and water is available from the south property, however a sanitary sewer lift station is required to be installed and is identified in the Comp Plan to somewhere along Oneka Parkway. It is a trunk lift station that will serve several other properties and will be designed, installed, and paid for by the City. The sanitary service coming from Fairoaks Avenue to the south has limited depth to serve the western portion of the development. A majority of the development will be served by the new lift station. July 28, 2022 PC Minutes Page 4 The developer is proposing to have a stormwater management plan through the construction of ponds within the site. Staff will be working with the developer, as this project moves forward, as it relates to stormwater management and infiltration. The developer has also indicated that they will be evaluating the potential of using stormwater, for irrigation purposes, within the development. If the system is feasible, from a water availability and design standpoint, it will require additional review and analysis as the project moves forward. Staff believes that the layout of the proposed development is generally good. The applicant has done a good job providing a park area with amenities and trail connections. The developer is also planning to evaluate a stormwater re-use system that uses water from the stormwater ponds to irrigate the development, which is a system that is fitting with the City's "Reduce, Reuse, Replenish" initiative. The plan meets the intent of the comprehensive plan in regards to land use, parks, and transportation. Staff recommended the Planning Commission provide feedback to the applicant. The Developer, Larry Alm, 5960 Hwy 61 White Bear Township, approached the Commission for questions and feedback. Commissioner Petty asks to clarify whether the 7.5 ft side setback would mean there will be 15 ft between the principal structures on each lot, Alm verifies. Commissioner Petty asks about the routing of Oneka Parkway and whether it would be off of the property. Juba highlights that there is an existing right-of-way easement guided for the extension of Oneka Parkway. Commissioner Petty asks whether the City or the HOA will be in charge of park maintenance for the proposed park. Juba states that the City would assume responsibility and that the proposed park would be public. Commissioners Derr and Arcand say that they believe that the sketch plan is straightforward and lacking of anything unusual. Commissioner Arcand says that he thinks that stormwater reuse for irrigation is more of a requirement than a "trade-off". Chair Kleissler asks about the possibility of a walking trail circling the wetland area. Alm says that the sloping elevation of the wetland would not make it feasible. Commissioner Derr says that the multiple access points will be a great help for traffic concerns. Alm says that they're trying to prepare for traffic from future developments to the north. Chair Kleissler says she likes the inclusion of a shelter at the proposed park Commissioner Derr asks about the type of product that will be available. Alm responds saying that the development will consist of single-family homes, all of which will have basements. July 28, 2022 PC Minutes Page 5 Commissioner Petty asks if Alm has an idea of the price point of the homes.Alm responds that the market value at the time of sale will determine the price. Commissioner Petty asks whether the homes will be in the Forest Lake School District, and if that will cause issues with the nearby White Bear Lake Area Schools elementary schools. Juba highlights that WBLAS offers open enrollment, and that parents have open enrolled to the school closer in proximity in similar developments that are located in the Forest Lake School District. Old Business None Adjournment Commissioner Derr made a motion, Commissioner Petty seconded, to adjourn at 7:25 PM. All ayes. Motion carried. Respectfully Submitted, Max Gort, Associate Planner Agenda Number EA CITY OF HUGO COMMUNITY DEVELOPMENT DEPARTMENT PLANNING AND ZONING APPLICATION STAFF REPORT TO: Hugo Planning Commission FROM: Rachel Juba, Community Development Director SUBJECT: Dennis Properties LLC —"Downtown Hugo' Preliminary Plat and Planned Unit Development (PUD) General Plan DATE: September 2, 2022, for the Planning Commission Meeting of September 8, 2022 COMPREHENSIVE PLAN: Mixed-Use (MIX) ZONING: Central Business (C-1) REVIEW DEADLINE (120-days): December 1, 2022 1. DESCRIPTION OF REQUEST: The applicant is requesting approval of a preliminary plat and planned unit development (PUD) to subdivide and master plan the property to allow 5 buildings for a total of approximately 63,000 square feet. The PUD general plan is proposed for the entire 4.2 acres of the property and is will replace the previous PUD General Plan that was approved in 2020. The property is located on the east side of Highway 61 in downtown along Egg Lake. The property includes wetlands along the lake for a total of 4 buildable acres. The property is currently owned by the City of Hugo and the applicant has a purchase agreement to purchase the property in phases. The PUD General Plan includes 5 buildings totaling 63,000 square feet, which includes 24,732 square feet for a second story's of a couple buildings. The mix of uses are restaurants (18,000 square feet), retail (25,000 square feet), and office (20,000). The plan includes a downtown main street concept, promenade in the center, and a waterfront boardwalk intended to give residents and guests views of Egg Lake. The preliminary plat includes four lots that will generally have a building on each lot with cross access and parking agreements. A property owners association will be required to be created to maintain the private drives, landscaping, lighting, and other common areas. Page 2 The applicant is requesting PUD flexibility on the following: • Shoreland ordinance regulations o Minimum Building setback from ordinary high water(OHW) level of Egg Lake o Maximum impervious surface o Maximum Dock size over the OHW level of Egg Lake o Maximum building height • Parking regulations o Minimum side yard setback for parking lot o Minimum parking requirements • Minimum rear yard setback requirement In exchange for this flexibility, the developer is: • Landscape plan and exceeds ordinance standards • Design standards and architecture that exceeds ordinance standards • Creating a main street atmosphere in the Central Business District • Public access to Egg Lake 2. LEVEL OF DISCRETION IN DECISION-MAKING The City has relatively high level of discretion in approving a PUD. A PUD must be consistent with the City's comprehensive plan. The City may impose reasonable requirements in a PUD not otherwise required if the City deems it necessary to promote the general health, safety, and welfare of the community. The City's discretion in approving or denying a preliminary plat is limited to whether or not the proposed plat meets the standards outlined in the subdivision regulations in the City Code. If it meets these standards, the City must approve the preliminary plat. 3. CONTEXT: A. Surrounding Land Use and Zoning The properties to the north is zoned Central Business (C-1) and Central Residential (CR-3) and is and are occupied with single family homes. The property to the east is occupied by Egg Lake. The property to the south is zoned Central Business (C-1) and is occupied by the Dominos Pizza Building. The property to the west across Highway 61 is zoned Central Business (C-1) and is occupied by the Hugo Feed Mill, single family home, and City Hall. All of the properties surrounding the property are classified as Mixed-Use (MIX) on the 2040 Comprehensive Plan and are in the downtown plan. 2 Page 3 B. Natural Characteristics of Site The site is vacant and generally flat. There are existing mature trees on the property. The site is adjacent to Egg Lake and there are wetlands between the property and Egg Lake. 4. ANALYSIS: A. Planned Unit Development(PUD) The use of the PUD zoning allows the developer zoning ordinance flexibility to create a master planned development. The PUD zoning is tied to a specific PUD general plan that is proposed with this application. The applicant is requesting approval of a PUD for the development. PUD's offer enhanced flexibility to develop a site through the relaxation of zoning district standards. The use of the PUD zoning also allows for a greater variety of uses, internal transfers of density, construction phasing and a potential for lower development costs. In exchange for this enhanced flexibility, the city has the expectation that the development plan will result in a significantly higher quality proposal than would have been the case with the use of other, more standard zoning districts. In exchange for this flexibility, the developer is: • Landscape plan and exceeds ordinance standards • Design standards and architecture that exceeds ordinance standards • Creating a main street atmosphere in the Central Business District • Public access to Egg Lake Staff believes that the layout of the proposed PUD general plan exceeds the City's standards for commercial developments. The applicant has offered a more creative and efficient approach to the master plan which could not be achieved without the flexibility. The plan also meets the downtown plan and design guidelines. In order to approve a PUD, the City must find that the applicant has demonstrated compliance with the following criteria: I. Provide for the establishment of PUD zoning districts in appropriate setting and situations, to create and maintain a development pattern that complies with the City's Comprehensive Plan. 2. Allow for the mixing of land uses within a development when such mixing of land uses could not otherwise be accomplished. 3 Page 4 3. Provide for variations to the strict application of the land use regulations in order to improve site design and operation, while at the same time incorporating design elements that exceed the City's standards to offset the effect of any variations. 4. Promote a more creative and efficient approach to land use within the City, while at the same time protecting and promoting the health, safety, comfort, aesthetics, economic viability and general welfare of the City. 5. Preserve and enhance natural features and open spaces including but not limited to the width expansion of greenway corridors, conservation of wooded areas, development of buffer areas, reduction of impervious surface, and utilization of joint facilities and utilities. 6. Maintain or improve the efficiency of public streets and utilities. 7. Ensure the establishment of appropriate transitions between differing land uses. The 2040 Comprehensive Plan shows the land use being Mixed-Use (MIX). The rezoning/PUD is consistent with the Comprehensive Plan in terms of land use. It is in staff s opinion that the PUD general plan has offered a creative and efficient method to planning the site, all which meets the intent of the PUD ordinance. Setbacks Buildings in the Central Business (C-1) district are required to meet the minimum setback standards of 10 feet from the front property line, 30 feet from the rear property line, and zero feet from the side property lines. The applicant is requesting flexibility for the buildings and deck/boardwalk to be 0 feet from the rear property line. Since the property abuts Egg Lake it is also in the Shoreland District that has minimum setbacks from the ordinary high water (OHW) level of the lake. The applicant is requesting flexibility for the deck/boardwalk to be 0 feet from the OHW of the lake. The Technical Evaluation Panel (TEP)has approved the deck/boardwalk location with a no-loss determination for impacts. Staff is comfortable with this request for flexibility from the shoreland setback requirements. The property is unique because it is a long and narrow piece between Egg Lake and HWY 61. It is limited on what they can do with the property. The property was previously occupied with buildings and parking lots that did not meet the shoreland setback requirement. There are expansion plans along Highway 61 that the applicant has taken into account. They will be required to dedicate additional right-of-way with the development along the front property line, which makes the property even smaller. The downtown plan also shows a restaurant building along the lake to take advantage of the views across the lake. 4 Page 5 Building Setbacks Related to the Downtown Design Guidelines The downtown design guidelines state that buildings in this area should be oriented to the street with fully articulated street facades (doors and windows) based on traditional downtown storefronts. The downtown plan shows the buildings abutting Highway 61 and parking lots in back by Egg Lake. It also show a buildings pushed back towards Egg Lake and limited commercial buildings along Highway 61. The plan shows the development that creates a "main street" like a traditional downtown. The applicant has stated they would like to create a destination retail and restaurant project where the uses support each other. To create the traditional downtown feel, the some buildings get pushed towards Egg Lake. Staff is comfortable with the location of the buildings being towards Egg Lake since downtown design guidelines highly encourage the development of a traditional downtown. The proposed restaurants then can take advantage of the views of the lake on the east side of the building that includes most of the dining area and a deck. The layout of the property is different than what is shown on the downtown plan. The downtown plan is simply a guide to show how the area could be development and it is not a plan to dictate the exact placement of buildings or parking lots. The area proposed to be developed shows a park area. Several years ago the Parks Commission discussed this and stated that as long as there are active areas along the lake a park is not needed. They stated that Lions Park serves this area and would rather see a trail along the lake as shown the Comprehensive Plan. Building Coverage and Lot Coverage The ordinance limits lot area to be covered by a building to 60% and lot area to be covered by impervious surface to 90%. The proposed site plan complies with the coverage requirements. The applicant also meets the shoreland impervious surface requirements for the development. The applicant is proposing the following: Shoreland Required Proposed Maximum Impervious 25% 46% Density The maximum development density for a PUD in the Central Business (C-1) zoning district is 60 units per 1 acre. The applicant is not proposing any residential units at this time. Development Phasing The applicant is showing the development completed in 2 phases. However, with discussions with the applicant, the phasing plan could change overtime due to market conditions. The applicant is proposing the restaurant building on the Lot 1, Block 1 as the first phase/building of the project. The applicant has stated that everything will be built as shown in the first phase 5 Page 6 except the SW building. That area will be green space until the building is built. All of the 118 parking spaces shall be completed. The phasing plan does not indicate the amount of property that will be conveyed to the applicant with the purchase agreement. Parking The Comprehensive Land Use Regulations state that a restaurant user shall have 1 parking space per 3 seats for restaurants and events centers, based on capacity. There shall be 1 parking space per 250 square feet of building for retail buildings. There shall be 1 parking space per 200 square feet of office. The table below is for the full build-out of the PUD. Square Feet per Use Required Proposed Restaurant 18,000 square 180 feet(540) seats Retail 25,000 square feet 100 Office 20,000 100 Total 380 245 The applicant is requesting flexibility to allow a reduction in the parking spaces because of the proposed shared parking for the development. This is consistent with the downtown design guidelines which encourages businesses to establish or participate in providing shared parking with reductions in required on-site parking. However, staff has been working with the applicant on the number of parking stalls that would be adequate for the development and it is in staff s opinion that there is a shortage of parking for the full build out of the development. Since the project is proposed in phases, the parking space requirements shall be further evaluated with each phase of the development based on use. This may mean a reduction is square footage of buildings, change in use by demand, or additional parking constructed. The applicant will be required to record a shared parking and maintenance agreement benefiting all of the properties in the PUD. Streets and Access The overall PUD plan shows a full access across from 146th Street into the site. No other access is proposed at this time. An additional 8 feet of right-of-way shall be dedicated for Highway 61. MNDOT is reviewing the plans and will provide a comment letter for any required public improvements. All required improvements shall be coordinated with,permitted, and approved by MNDOT. 6 Page 7 Landscaping Based on the type and size of the proposed restaurant building and the dimensions of the site, the landscaping plan should include a minimum of 23 deciduous shade trees, 19 coniferous trees, and 19 ornamental, and 127 shrubs. The applicant's landscape plan not only meets all of the City's landscape requirements for a commercial use but exceeds the requirements. The landscaping surrounds the building with perennials and has trees and shrubs located within the parking lot in the islands and promenade central gathering area. There is a row of shrubs that are lined along Highway 61 that provides a nice buffer between the sidewalk and parking lot. There is also an evenly spaced row of trees proposed for the area along Highway 61. The remaining greenspace on the property will be sod. The downtown design guidelines state where parking is located along the street, it should be landscaped and screened with a combination of fencing or wall plantings along the street edge. The applicant has done a good job of creating a wall edge of shrubs and trees along the road, it also created a landscaped edge between the sidewalk and the parking lot. The applicant is also proposing decorative lighting along within the development. Sidewalks and Trials The downtown design guidelines promote a pedestrian friendly downtown area. The plan does create a pedestrian friendly atmosphere by connecting the sidewalk along Highway 61 to a proposed promenade and boardwalk along the lake. Although the boardwalk and decking areas will be privately owned and used in connection with restaurants and other buildings within the development, the applicant does want portions of the waterfront to be accessible to the public. The docks will need to be reviewed and approved by the Technical Evaluation Panel (TEP) and the MNDNR. The applicant is requesting PUD flexibility for the dock construction regulations for the shoreland overlay district, however, until the dock is reviewed and approved by the MnDNR staff is unsure what the dimensions will be approved. The applicant will be required to obtain a permit of MNDNR prior to installation. Lighting The applicant has submitted a full lighting plan that includes decorative lighting for the site and the building. The final lighting plans shall be submitted to the City for review and approval by staff. Architecture and Building Materials The downtown design guidelines encourage new buildings to be designed with elements of traditional main street design, Hugo's French trading post roots, or prairie style architecture. Traditional main street style buildings usually have flat roofs with well-defined roof lines. The French trading post architectural elements include steeper or mansard roofs, open storefronts, and 7 Page 8 exterior plaster with stone and brick. Prairie style architecture usually has hipped roofs with low spreading deep overhangs. Prairie style architecture also has horizontal line design elements and uses materials that can blend in with the natural environment. The applicant has designed the buildings to be reflective of the traditional main street style. The applicant has provided plans that show examples of the architecture proposed for the project and general information on building material. The building architecture will be evaluate with the PUD final plat for each phase. The buildings are designed with traditional main street design including well defined roof lines, a mix of quality masonry materials, breaks in the building massing, and several large windows. The downtown design guidelines encourage four-sided architecture, using the same quality materials on all sides. It also states that all facades shall be articulated with a variety of materials, details, and visual interest. Roof lines and cornices shall be completed in the three dimensional manner and the front facade shall be unique and significant to the building. It's in staff s opinion that the applicant has done a good job of accomplishing these items encouraged by the downtown design guidelines by having the materials, design elements, and windows wrap around the building. The applicant shall create design guidelines for the overall PUD including required building material to be reviewed and approved by staff. Building Height In the Central Business (C-1) zoning district the maximum building height is 35 feet. The building at its highest dimension is proposed to be a maximum of 35 feet and will meet the building height regulation. The shoreland overly district has a building height regulation of 25 feet. The applicant is proposing flexibility to allow the buildings in the shoreland area to be 27 feet. Screening Staff has some concerns about the location of the trash enclosure on the north side of the property. Staff has requested that the applicant review this location and consider another location for the trash enclosure. The trash enclosures shall be constructed of materials consistent with the buildings and shall be screened. The applicant has not provide the location for ground or roof top mechanical equipment. The equipment shall be screen from public view. This may mean, for roof top mechanical equipment, raising parapet of the wall to screen the equipment. Signage Staff recommends the applicant continue to work with staff on the sign design and location. All signage is required to have a permit and approval by the City prior to construction and 8 Page 9 installation of the signs. Staff also recommends that development sign criteria will established for the overall PUD. Ponding and Stormwater Management The stormwater water quality and rate control requirements are proposed to be met through the use of onsite permeable pavement. The storage below the permeable pavement is sized to meet the City's water quality and RCWD's rate control requirements. The proposed stormwater management meets all RCWD requirements. An operations and maintenance plan for the permeable pavement has been included in the stormwater management plan. A stormwater maintenance agreement will be required for the permeable pavement on the site. Utilities Water service to the site will be achieved by the applicant connecting to the watermain at the south end of Fondant Avenue and looping it through the site and connecting to the existing watermain on the east side of Highway 61. Sanitary sewer service to the site will involve the applicant rerouting the existing sanitary sewer mains that run from the north and south of the site and connecting to the existing sanitary sewer manhole on the east side of Highway to accommodate the selected building locations B. Preliminary Plat The preliminary plat includes 4 lots. The development is proposed in phases. Lot 1, Block 1 is proposed as the first phase and is proposed to be a restaurant. The applicant will be required to apply for a PUD final plan and final plat for each lot in the PUD. Park dedication is not required for commercial developments. 7. STAFF RECOMMENDATION: It's in staffs opinion that the redevelopment project for Downtown Hugo is consistent with the downtown plan and design guidelines. The applications meet the criteria for approval and are also consistent with the downtown plan and design guidelines. Staff recommended the Planning Commission approve the PUD and preliminary applications, subject to the conditions listed in the resolutions. ATTACHMENTS: 1. Location Map 2. Resolutions 3. Engineers memo dated September 1, 2022 4. DNR comment letter dated September 2, 2022 5. Downtown Plan&Design Guidelines 9 Page 10 6. Preliminary Plat and PUD Plans 7. Building Elevations 8. Proposed Lighting 9. MnDOT comments letter to come at a later time. 10 n 7 o 00 pa !� 3 " m U s . S F r. O _ - • � r as Op AVII ,r - t ' u :l Y Y i rAm � Site �:�� Roads Hugo Border Parcel Boundary CITY OF Downtown Hugo Project N Location Map EST.1906 Hugo, MN RESOLUTION 2022- APPROVING PUD GENERAL PLAN FOR DENNIS PROPERTIES, LLC, FOR "DOWNTOWN HUGO" ON PROPERTY LOCATED SOUTH OF 147TH STREET NORTH AND EAST OF HIGHWAY 61 (FOREST BOULEVARD NORTH) WHEREAS, Dennis Properties, LLC, has requested approval of a PUD general plan to allow the development of approximately 5 commercial buildings totaling on a 4.2 acre property legally described as follows: (See Attached) WHEREAS, the Planning Commission has reviewed the PUD general plan at a duly called Public Hearing and recommends approval, and; NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the request by Anthony Harmening, subject to the following conditions: I. A PUD general plan is approved to allow the development of a restaurant and 4 commercial buildings. The development shall be constructed in accordance with the applications and plans received by the City on October 22, 2021, November 8, 2021, November 11, 2021, November 24, 2021, February 2, 2022, and March 18, 2022, except as amended by this resolution. 2. Approval is contingent upon City Council approval of the requested PUD General Plan and preliminary plat. 3. The PUD general plan is approved based on the finding that the proposed project is consistent with the City's Comprehensive Plan. 4. The developer shall comply with all conditions in the resolution for the preliminary plat(Resolution#2022- ) 5. The developer shall comply with all conditions in the City Engineer's letter dated September 1, 2022. 6. The developer shall comply with all items in the MnDOT letter dated . All access points require a permit to be issued from MnDOT. 7. The applicant shall obtain all necessary local, state, and federal permits. 8. The docks shall be reviewed and approved by the MnDNR and the Technical Evaluation Panel(TEP). Resolution 2022- Page 2 9. PUD flexibility is granted to allow flexibility on the following: a. Shoreland regulations b. Parking regulations c. Rear setback regulations 10. The preliminary phasing plan is generally approved per plans dated March 18, 2022. Any major revisions to the phasing plan shall require PUD amendment. Minor modifications shall be reviewed and approved by staff. a. Phase 1 shall include: i. An approximately 6,888 square foot restaurant building. ii. All improvements shown in the phase 1 plan, including boardwalks. b. Phase 2 shall include: i. All improvements shown in the phase 2 plan, including and boardwalks. 11. Each phase be required to apply for PUD final plan, and other applicable applications, to be reviewed and approved by the City Council. 12. The building setbacks and impervious surface requirements for the development are as follows: Front Setback 10 feet (min) Side Setback 0 feet (min) Rear Setback 0 feet (min) Lot 46% Impervious (max) 13. The developer shall have a commercial property owners association created to maintain the common areas, including parking, lighting, landscaping, and boardwalks. The association documents shall be reviewed and approved by staff. Resolution 2022- Page 3 14. Prior to final plat approval, the applicant must comply with the following conditions: Architecture a. Mechanical equipment for the commercial uses must be screened as shown on the plans. b. The developer shall submit a design palette (including material samples) for the entire project for City review and approval. The palette shall include colors for siding, shakes, shutters, shingles, brick and stone. Building colors and materials shall be harmonious throughout the development. c. Commercial building materials and architectural details shall be as shown on the plans. Architectural design guidelines shall be reviewed and approved by the City. Final plans must be submitted for review and approval by the City. d. A master sign plan must be submitted for review and approval by the City. The applicant must submit revised sign criteria to better regulate tenant signage according to the City's requirements. Parks and Trails e. The developer shall continue working with staff on a public access easement for the boardwalk area and connections to future trails as shown in the comprehensive plan. Streets,Access, and Parking f. The developer shall dedicate 8 feet of right-of-way to the City for Highway 61. g. The developer shall obtain any required permits from MnDOT for public improvement in the right-of-way. h. Cross access, shared parking, and maintenance agreements shall be recorded with the final plat for the shared private drives and parking. i. An access easement shall be dedicated to the properties to the north and south for shared access as the properties redevelop. j. Staff will monitor the tenants within the development to ensure that adequate parking is provided as tenants are finalized. The parking space requirement will be reviewed and approved by the City for each phase of the PUD. k. The operations and maintenance plan for the permeable pavement shall be followed and completed. A stormwater maintenance agreement will be required for the permeable pavement. Resolution 2022- Page 4 1. The developer shall continue to work the design of the turning radius and geometrics of the parking and loading area on the north side of the property and it shall be reviewed and approved by staff. ADOPTED by the City Council this 3rd day of October, 2022. Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk RESOLUTION 2022- APPROVING PRELIMINARY PLAT REQUESTED BY DENNIS PROPERTIES. LLC, FOR"DOWNTOWN HUGO" ON PROPERTY LOCATED SOUTH OF 147TH STREET NORTH AND EAST OF HIGHWAY 61 (FOREST BOULEVARD NORTH) WHEREAS, Dennis Properties, has requested approval of a preliminary plat to allow construction of 4 commercial lots on a 4.2 acre property legally described as follows: (See Attached) WHEREAS, the Planning Commission has reviewed the preliminary plat at a duly called Public Hearing and recommends approval, and; NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the request by Dennis Properties, LLC, for a preliminary plat, subject to the following conditions: 1. A preliminary plat is approved to allow the development of a restaurant and 4 commercial buildings. The development shall be constructed in accordance with the application and plans received by the City on October 22, 2021, November 8, 2021, November 11, 2021, November 24, 2021, February 2, 2022, and March 18, 2022, except as amended by this resolution. 2. Approval is contingent upon City Council approval of a rezoning to PUD for the 4.2 acre site. 3. The developer shall comply with Resolution 2022- for the PUD. 4. The developer must comply with all conditions outlined in the City Engineer's memo dated September 1, 2022. 5. The building setbacks and impervious surface requirements for the development are as follows: Front Setback 10 feet (min) Side Setback 0 feet (min) Rear Setback 0 feet (min) Lot Impervious 46% (max) Resolution 2020-23 Page 2 6. Prior to the release of the final plat for recording, the developer shall comply with the following conditions. a. The development shall comply with the Fire Chief s requirements regarding fire flow calculations, the location of fire hydrants, fire department connections, and fire lane signage. b. The developer shall vacate the existing easements and dedicated new easements on the property. c. The Commercial Property Owners Association documents for review and approval by staff. d. The City's development fees will apply to this project. The fee amounts will be calculated and included as part of the Development Agreement. A development agreement shall be executed and all fees shall be paid. 7. Prior to the issuance of building permits, the developer shall comply with the following conditions. a. The applicant shall record the final plat, development agreement and all other documentation at Washington County and provide the City with proof of recording. ADOPTED by the City Council this 3rd day of October, 2022. Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk wsb September 1, 2022 Ms. Rachel Juba Community Development Director City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Re: Site Plan Review Downtown Hugo WSB Project No. 018652-000 Dear Ms. Juba: o We have reviewed the site plan submittal for the proposed Downtown Hugo Site located east of a. Highway 61 just north of 146th Street. In particular, we have reviewed the following plans related z to this particular request: w CO Civil Plan Sheets dated 3118122 by SRF • Stormwater Management Report dated 3118122 by SRF 0 LO Co Based on the review of the above documents, we offer the following comments related to this Co application: Ln Grading, Street, and Utility Plans 1. The site is proposed to maintain the current access from Forest Boulevard/US Hwy 61 at 146t" Street. LO 2. Any impact to traffic or the state right of way as part of construction will need to be z coordinated with, permitted, and approved by MNDOT. 3. Water service to the site will be achieved by connecting to the watermain at the south end of Fondant Avenue and looping it through the site and connecting to the existing watermain on a the east side of Forest Boulevard/US HWY 61 Z 4. Sanitary sewer service to the site will involve rerouting the existing sanitary sewer mains that a run from the north and south of the site and connecting to the existing sanitary sewer CO manhole on the east side of Forest Boulevard/ US Hwy 61 to accommodate the selected CD building locations. N 5. Detailed redline comments have been provided on the plans and sent to the applicants Lu engineer so they can be addressed in future submittals. 6. The existing drainage and utility easement for the sanitary sewer will require vacation, with new drainage and utility easements placed for the looped watermain and the relocated sanitary sewer. w w w 00 C:\Users\rachel.juba\NppData\Local\Microsoft\Windows\INetCache\Content.Outlook\07PY7DSU\018652-000 LTR RJuba-Downtown Hugo-2022-09-01.docx Ms. Rachel Juba September 1, 2022 Page 2 Stormwater Management 7. The stormwater water quality and rate control requirements are proposed to be met through the use of onsite permeable pavement. The storage below the permeable pavement is sized to meet the City's water quality and RCWD's rate control requirements. 8. The applicant is not able to meet the 0.1 cfs/ac rate control rule due to site constraints. The City's rule allows for this 0.1 cfs/ac rate control requirement to be waived if the site discharges to a water body with a large storage capacity, the volume discharged from the project site does not contribute to downstream flood peak and there are no downstream locations susceptible to flooding. This site has demonstrated compliance with those three criteria and is showing a decrease in rates for all storm events this is not anticipated to have a negative impact on Egg Lake or any downstream properties. Additionally, the discharge volume to Egg Lake is decreased in all storm events so Egg Lake's HWL will not increase due to this project. 9. The proposed stormwater management meets all RCWD requirements. 10. There is not a regulated floodplain elevation set by FEMA or RCWD for Egg Lake. 11. An operations and maintenance plan for the permeable pavement has been included in the stormwater management plan. A stormwater maintenance agreement will be required for the permeable pavement on the site. Wetlands 12. A Notice of Decision was issued on March 3, 2022, approving a no-loss for the project based on plan sets submitted on November 11, 2021. The decision approved the installation of pilings within the portion of wetland above the OHW that falls under the jurisdiction of the wetland conservation act(WCA). No filling, draining, or excavation within the wetland is approved. 13. A series of eight(8) conditions were applied to the WCA approval for a no-loss. 14. The plans show clearing and grubbing of trees, but this was not included in the plan set that accompanied the application on 11/15/21. A narrative describing how this work can be done within the context of the previously issued No-loss is required. 15. Bioroll is still shown in the wetland which would constitute fill if left in place. 16. A separate US Army Corps permit has been issued for this project. Conditions of that permit must be followed. 17. One of the conditions of the WCA issued no-loss was to provide an existing (pre- construction)vegetation survey. The 2022 growing season is almost over and this still needs to be submitted. Thank you for the opportunity to provide comments on this project. Additional comments may be necessary following the review of the responses to these. If you have any questions, please do not hesitate to contact me at 651-286-8463. Sincerely, W�SB_ f yam' Mark Erichson, PE City Engineer cc: Scott Anderson, Public Works Director(email only) Liz Finnegan, Senior Engineering Technician (email only) DEPARTMENT OF NATURAL RESOURCES Central Region Headquarters 1200 Warner Road Saint Paul, MN 55106 September 2, 2022 Rachel Juba, Community Development Director City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Re: DNR Comments on the Preliminary Plat and PUD for Downtown Hugo, Parcel ID 20.031.21.24.0074, Hugo Dear Rachel Juba, Thank you for notifying the Department of Natural Resources (DNR) of the upcoming September 8, 2022 public hearing on the Preliminary Plat and Planned Unit Development(PUD) application for the Downtown Hugo project. I have evaluated this application in context of the City of Hugo's shoreland ordinance and DNR's permitting requirements. Shoreland Ordinance Standards Minnesota's shoreland management standards apply to all public waters in the state that are assigned a Shoreland Classification, including Egg Lake. Under Minn. Stat. 103F.221 and Minn. Rules 6120.3900, cities with shorelands in their jurisdiction are required to adopt and administer shoreland ordinances that substantially comply with the standards in the rules.The standards are designed to accommodate development around sensitive water bodies in a sustainable way —reducing impacts on water quality, protecting fish and wildlife habitat, and preserving the natural character of the water body. The submitted application proposes a commercial development on a 4.3-acre parcel riparian to Egg Lake. Egg Lake is a shallow, approximately 150-acre Public Water Basin with a shoreland classification of Recreational Development Lake. The PUD application requests several far-reaching deviations from key protection provisions in the City of Hugo's shoreland ordinance that apply to the shoreland district for Egg Lake: • Impervious Surface Standard—Shoreland impervious surface standards are established in statewide rules and administered through local ordinances to not only limit the rate and amount of runoff and pollutants entering public waters, but also to provide space for natural functions such as vegetation and wildlife habitat. Hugo Code of Ordinances, Sec. 90-137(2) states that"no more than 25%of a lot or parcel in the shoreland district may be covered by an impervious surface." However, as indicated in the Sheet C2.0, Overall Site Plan in the Civil Plans dated March 18, 2022, this proposal would cover 46% (83,004 square feet or 1.9 acres) of the project area with buildings and impermeable pavement and another 38% (68,694 square feet or 1.6 acres) with pervious pavement, covering 84%(151,698 square feet) of the parcel with constructed hard surfaces while leaving just 16% (28,896 square feet or 0.7 acres) with a natural vegetated surface. • Structure Setback Standard—Structure setback standards from the ordinary high water level are established in statewide rules and administered through local ordinances to preserve a natural shoreline,to ensure an adequate buffer between structures and public waters,to limit property damage from water level fluctuations, and to limit the visibility of structures as viewed from the surface of public waters. Hugo Code of Ordinances, Sec. 90-1 defines structures as "any building or appurtenance, including decks, porches, sheds, foundations, or similar."Just month ago, on August 1, 2022,the City of Hugo adopted an ordinance amending Sec. 90-137(2) with a requirement for a minimum 75 feet structure setback from the ordinary high water level (OHWL) of Recreational Development Lakes such as Egg Lake. However, Sheet C2.0, Overall Site Plan in the Civil Plans show SE Building#1 as close as 6 feet to the OHWL, NE Building#1 as close as 18 feet to the OHWL, and NE Building#2 as close as 13 feet to the OHWL. Moreover,the plans show decking (defined as a structure per Sec. 90-1) covering more than 10,000 square feet and extending along 500 feet of Egg Lake shoreline as close as 0 feet from the OHWL. If this application is approved,the City of Hugo would completely disregard this standard just 1 month after adoption. The application requests flexibility from these environmental standards under Hugo Code of Ordinances, Sec. 90-141, Planned unit developments (PUD). DNR notes that Sec. 90-141(a)(5), Purpose and intent, requires the applicant to demonstrate that their development plan results in "preservation and enhancement of natural features and open spaces, including but not limited to the width expansion of greenway corridors, conservation of wooded areas, development of buffer areas, reduction of impervious surface, and utilization of joint facilities and utilities."This application, however, does not include an adequate natural buffer to Egg Lake and would increase the extent of impervious surface from pre-development conditions. Further, DNR notes that Sec. 90-141(j)(3), Coordination with other zoning regulations, item c, requires PUDs to be "coordinated with and in compliance with provisions of the natural environment-based regulations identified in this Code." Our review, however, indicates this application is not compliant with the city's natural environment-based regulations. The applicant cited the City of Hugo Downtown Plan & Design Guidelines in their PUD flexibility request. DNR notes that the Downtown Plan includes the following framework principle: "reduce the impact of development close to Egg Lake to improve lake quality and preserve wildlife habitat." We also note that the Open Space and Storm Water Management Design Standards in the Downtown Plan provide an excellent illustration of a stormwater management approach to the shoreline of Egg Lake that would provide a natural vegetative buffer to filter pollutants and provide wildlife habitat.This application, however, is not consistent with this framework principle and design standard. Under this proposal,the shoreline of Egg Lake would be developed with parking areas and structures as close as 0 feet from the OHWL of Egg Lake. Public Waters Work Permitting Requirements Sheet C2.0, Overall Site Plan in the Civil Plans shows three docks with platforms extending beyond the ordinary high water level (OHWL) boundary of Egg Lake that do not meet the no permit required criteria in Minn. R. 6115.0210, subp. 4(A) and DNR's General Permit 2008-0401 for dock platforms. First, General Permit 2008-0401 allows riparian landowners to install a single dock platform up to 170 square feet in size.The plans, however, show three dock platforms for this single development. Second, General Permit 2008-0401 requires that a dock leading to a platform must be 5 feet or less in width.The plans, however, show docks 8 feet in width.As shown in this application,these over- sized docks require application for an individual DNR Public Waters Work Permit. Under DNR's Public Waters Work Rules (Minn. R. 6115.0150—6115.0280), please note the applicant must show that the project represents the minimal impact solution to a specific need with respect to all reasonable alternatives.An 8-feet wide dock in a T-configuration, as used at many DNR public accesses,would be a reasonable, lower impact alternative for providing the desired access to Egg Lake. Since the proposed design is not a minimal impact solution, a DNR Public Waters Work Permit cannot be issued for these docks as proposed. Water Appropriation Permitting Requirements Sheet 1-1.0, Overall Landscape Plan in the Civil Plans shows an irrigation pump inlet pipe in Egg Lake for landscape irrigation. A DNR Water Appropriation Permit is required to take water from a lake, wetland, stream, or well to irrigate landscaping if the amount of water exceeds 10,000 gallons per day, or one million gallons per year. DNR Recommendations Unless substantial changes are made to the submitted Preliminary Plat and PUD application to align with the city's shoreland ordinance standards, DNR strongly recommends denial of this application. While DNR finds this particular development application highly problematic, we understand the city's interest in downtown development near Egg Lake. We have on multiple occasions encouraged city staff to develop a revised shoreland ordinance for DNR approval that includes alternate standards for the downtown central business district. We previously communicated to city staff as far back as February 2017 that DNR can accommodate alternate standards in shoreland through the implementation flexibility process in Minn. R. 6120.2800, subp. 3.The implementation flexibility process is the appropriate process under state law for communities to negotiate deviations to statewide minimum shoreland development standards. Sincerely, &C joo� Dan Scollan East Metro Area Hydrologist cc: Dan Petrik, DNR Lake & River Shoreland Program Manager John (Jack) Gleason, DNR South District Hydrologist Supervisor .p WASH/NG PRELIMINARY PLAT LEGEND T_ * , DN - - PROPERTY LINE - PROPOSED LOT LINE cn i�1 X - - REG z � — _ Z 'ON z EXISTING INTERNAL LOT LINES _ _ (ABANDONED A L R o o 0 _ NED gUR AILR C� > LINGTpN OA p AL _ EXISTING EASEMENT 3701 WAYZATA BOULEVARD S � — — NORTHERN rHORIT, y o SUITE 100 w CO z I - RAIL r - _ OF RNER , '� ROAD - - - - - - LOT � I � � � p �� PROPOSED EASEMENT MINNEAPOLIS, MN 55416 3791 PH: 763-475-0010 SETBACK LINE (VARIABLE, NOT SHOWN) www.srfconsulting.com Do _ R.O.W. DEDICATION O � — r— � PREPARED FOR I _ � � � — — z� = EXISTING CONDITIONS DEM� nis o '1 (8' WIDE) J ' \. _ Us H PROPOSED CONDITIONS properties i - WV -(FO -_- I / -05 1V7REST BLVD p' S77-5 _ DENNIS PROPERTIES �1-► , `�1 �� 'V � 2� w _ DENOTES PROPOSED DRAINAGE AND 2214 FIFTH STREET, UNIT 3, / Al �� , -- _ — WHITE BEAR LAKE, MN 55110 ft r= I _ — _ 651-247-7007 ' � _ , DEp/ _ � � � UTILITY EASEMENT AREA z -` �� P I POSED VARIA LE H ~T�_)IV �� 12. r Q o 00 3 � z D;AINAGE AND U ILIT J r o _ PROJECT o v / SEMENT � c� J C ftft CO _ �Cb _ _ � o z Z92.6 j 19 - � w ,c Cb / / PROPOSED 10' IDE - w PROPOSED 5' WIDE DRAINAGE / / Or- DRAINAGE AND UTILITY _ V) EASEMENT (TYP.) � -E' Y � � � � AND UTILITY EASEMENT (TYP.) /w Li j I I L 2 I „ H y 0. E F - ' / '/ 1 NlNbbd 61 /, %� • N IoI o m } I/ /i ® •® 09 � 99 r _, BL CKl M I rvl r- �� , 0 I F ^ O 1 /f6 �� O O C �l ,lr� I - Nr_ CD Q0 r PROP SE D 40' W I �► I / o C r �� - POSED 40 WIDE o / E-N� AI AG — , LOT 3 1 t r I o � N ��. z 2S2,90► �► _ C) F— _ 2 (D O O �� ;, �;� / � /- — / EA E NT BLOCK 1 O O _ ♦` O 1�„TWIN - z � X r Z • � W '0D �O i � �_ � z 0 (,-- r� z � I W / I 6-0 O � - i I ZZ O �7 � rz LOT 1 - - _ _ • _ j /�I � >z 0 -j � O z00 0 1a ; BLOCK 1 ,1' �' r — � _ � _ � T x X I 0E-0 FT] � � — \ o ry _ I G R I ' C� z oLn r-� o t A DE Iv T � � T >>° �' _N r Iv ' V) z WL —W� - - �l `''jj -�- • dam.- \ �1.1 4► k ' / z i Q O — 6' �,X r — w \ I \I 1 I / � PROPOSED 30' WIDE �6 . IT' l 9'06 r ' 1,' 1 1 , , -------- - - r rt '► I �/` O OC ('� DRAINAGE AND UTILITY �w \\ I ♦ � ', I JIIIi, IIr'1 jl \t '\ `�— _ 0 EASEMENT , I \` Fr] O I I I / I ' I 1 II /1ul! \ \ c� x o CERTIFICATION � u \ � O — I herebycertify that this Ian, specification, or C� o o C lu i �, LO11 \ r�l '� o. O Y p P _ _ O r� O ! i 1 � i i ,` z z x report was prepared by me or under my direct O < c O - _ ��ES I I ' I `~s BLOCK 1 \ \ �_ , z supervision and that I am a duly Licensed z71 0O z o CR/B li I i y PROPOSED 5 WIDE DRAINAGE o m Professional Engineer under the laws of the F� II o ^ AND UTILITY EASEMENT (TYP.) N m State of Minnesota. � — O — J cn O ORDINARY HIGH WATER LINE D n � o � I; �r z rz AND EXISTING PROPERTY LINE zo FT1 N m z o o C 4 ;; L z D � � Orr O w� � �' I � z z // \ �♦ CU o N F J CA m o D -0 CA ♦ N C° m Signature Name: 71 71 CJO JZ Nz N � '1 Ir ♦ (� � � -- < z C° 0 N z o ��, OSED VARIABLE WIDTH Print Name: > N o c� •�O/ RAINAGE AND UTILITY / I T Date: XXXXX Lic. No.: Cf) "'j Z o m � o 1 EASEMENT ;� I I I \ ry I ISSUE RECORD EXISTING PROPERTY - LEGAL DESCRIPTION N m EGG LAKE N/ (_ X NO. DATE DESCRIPTION � < I � 0) m F- � N X / \1 ° r 0 10-22-2021 CITY SUBMITTAL THE FOLLOWING LEGAL DESCRIPTION IS AS SHOWN ON SURVEY PRODUCED BY WSB AND ASSOCIATES. J z '� z z THE SUBJECT PROPERTY IS CURRENTLY BEING REGISTERED AND THE LEGAL DESCRIPTION IS SUBJECT D ` - / A 1 03-18-2022 CITY RESUBMITTAL TO CHANGE. N � � � \ \ CC J z e That part of Lots 5,7,8,9, 10, 11, 12, 13, 14, 15,and 16 all in COUNTY AUDITORS PLAT NO.7,as is on file and of V LAk record in the office of the County Recorder,Washington County, Minnesota,described as follows: Commencing at ON W\ a the Northeast Corner of Government Lot 4,Section 20,Township 31, Range 21,Washington County, Minnesota; (0 926.6 - \ =� thence South 89 degrees 54 minutes 43 seconds West,assumed bearing along the north line thereof,770.38 feet to N W E�EV PE NA VD88) CO `\ �� \ I CO the easterly Right of Way Line of U.S. Highway No.61;thence South 11 degrees 51 minutes 27 seconds West,along R C1 T `o o said easterly Right of Way Line, 1150.20 feet to the Southwest Corner of said Lot 15;thence South 78 degrees 02 Y OF N z co U,, minutes 24 seconds East, 173.48 feet to the point of beginning of the tract to be described;thence North 11 degrees U GO) 51 minutes 27 seconds East,46.00 feet;thence North 78 degrees 09 minutes 34 seconds West, 173.48 feet to said `� / \ II i-- easterly Right of Way Line;thence North 11 degrees 51 minutes 27 seconds East,along said easterly Right of Way1�\ o� Line,612.17 feet;thence South 79 degrees 15 minutes 40 seconds East, 145.81 feet to the southerly extension of the PROPOSED PROPERTY PLATTING NOTES �` \�\ / / \\� �� 'r'x ® _�-� PROJECT INFO westerly line of KENNETH N.GRANGER ADDITION,as is on file and of record in the Office of the County Recorder, cn c —I— — — -0 o �\ DRAWN: N. SCHAUFENBUEL Washington County, Minnesota;thence North 11 degrees 13 minutes 45 seconds East,along said southerly 1. EXISTING PROPERTY IS BASED ON TOPOGRAPHIC SURVEY COMPLETED BY CORNERSTONE LAND o I / PROPOSED PLAT NAME: DOWNTOWN HUGO I I F 0 N DANT AVE N DESIGNED: N. SCHAUFENBUEL extension,61.34 feet to a point distant 52.40 feet southwesterly of the Southwest Corner of Lot 2 said KENNETH N. SURVEYING, INC,WITH REVISED DATE OF 7-16-2021,WHICH ALSO REFERENCES CERTAIN ITEMS, � r I / o � � ' �, GRANGER ADDITION;thence North 79 degrees 24 minutes 05 seconds West, 145.15 feet to said easterly Right of PROPOSED PARCEL INFO: LIKE EASEMENTS AND WETLAND, PROVIDED BY WSB&ASSOCIATES SURVEY OR DATA. z I� / O � I o CHECKED: P. SCHROEDER Way Line;thence North-1 1 degrees 51 minutes 27 seconds East,along said easterly Right of Way Line,278.07 feet; 2. BEARINGS ARE BASED ON COORDINATES SUPPLIED BY THE WASHINGTON COUNTY SURVEYORS ', O 0 thence North 89 degrees 54 minutes 43 seconds East,209.14 feet to the east line of said Lot 5;thence South 00 r , _< , PROJECT NO: 14356.00 OFFIC(NAD 83). VERTICAL DATUM BASED ON NAVD 88. tS� I z I , degrees 32 minutes 40 seconds West,along said east line,58.99 feet to the south line of said Lot 5;thence South 89 DOWNTOWN HUG 0 - PLAT SUMMARY 3. BENCHMARKS-ELEVATIONS BASED ON INFORMATION AS SHOWN ON THE MNDOT GEDETIC * � I / O m \ ou _ =ou /o degrees 54 minutes 42 seconds West,along said south line,75.38 feet to the Northwest Corner of Lot 1 said CP O ,__-- I / D SHEET TITLE LEGAL DESCRIPTION AREA SF AREA ACRES WEBSITE. SURVEY DISK PAUL MNDT RESET WITH AN ELEVATION OF 932.38 WAS USED TO o I cn — KENNETH N. GRANGER ADDITION;thence South 11 degrees 13 minutes 45 seconds West,along the westerly line `. / Iry - ESTABLISH VERTICAL CONTROL FOR THIS SURVEY(NAND 88). Cn D00 of said KENNETH N.GRANGER ADDITION and it's southerly extension,244.73 feet to a point distant 52.40 feet 4. EXISTING ZONING-PLANNED UNIT DEVELOPMENT — if ` N r� �\ CD southwesterly of the Southwest Corner of said Lot 2;thence South 76 degrees 42 minutes 05 seconds East,274.47 LOT 1 BLOCK 1 25,718 SF 0.590 ACRES � O �� 00 M z � I�g 5. BUILDING SETBACK LINES=VARIABLE(PUD). PROPOSED CONSTRUCTION IS ONE-STORY < z o , �I `w m feet to the westerly line of Lot 3 said KENNETH N.GRANGER ADDITION;thence South 00 degrees 20 minutes 17 LOT 2 BLOCK 1 60,134 SF 1.380 ACRE COMMERCIAL RETAIL. FIRST FLOOD ELEVATIONS,SEE DEVELOPMENT GRADING PLAN. -- � 3 — J PRELIMINARY PLAT seconds West,along said westerly line,64 feet more or less to the shore line of Egg Lake;thence southwesterly LOT 3 BLOCK 1 66 163 SF 1.519 ACRE T along said shore line,737 feet more or less to a line which bears South 78 degrees 02 minutes 24 seconds East from - , NORTH LINE GOV T LOT 4, the point of beginning;thence North 78 degrees 02 minutes 24 seconds West, 110 feet more or less to the point of LOT 4 BLOCK 1 28,580 SF 0.656 ACRE � � A' SEC. 20, TWP. 31, RNG. 21 beginning. ROW DEDICATION 41897 SF 0.113 ACRE o II\ ,% (NE CORNER, NOT IN VIEW, o ISRF O 37 3 �\ SEE SURVEY) Ic SHEET FOR THE PURPOSES OF THIS SURVEY ONLY A PORTION OF THE ABOVE DESCRIBED LEGAL DESCRIPTION r3 9 9 9 0 � 60 IS SHOWN GRAPHICALLY. UNDERLINED PORTION OF LEGAL DESCRIPTION IN NOT INCLUDED IN THIS TOTAL 185,492 SF 4.258 ACRES z S'0 00 20 , W ` � SURVEY AND IS NOT SHOWN GRAPHICALLY. D 64'±(DESCRIBED � � D c� c� � SCALE IN FEET PP180 EXISTING PROPERTY AREA= 185,492 SF(4.258 ACRES),AS MEASURED TO ORDINARY HIGH WATER LINE. �, FT] o 0om � z � � 1 " = 30' C-Az � 075�_ F_ I GOPHER STATE ONE CALL (GSOC) STATE LAW REQUIRES CONTRACTOR TO CONTACT AND PROVIDE NOTICE CIVIL ENGINEER / LANDSCAPE ARCHITECT TO(REFER TOMICATIONCENTERBEFORTECHANER216DFORDEING ANY T DETAILS) (REFER TO MINNESOTA STATE STATUTE CHAPTER 216D FOR DETAILS) PAUL SCHROEDER - PROJECT MANAGER BY HONE: WWW.GSOCSUBMIT.ORG 3701 WAYZATA BOULEVARD EMER3637 SRF CONSULTING GROUP TWIN CITIESENCY METICTRO: 866-640-0002 SUITE 100 GREATTWIN CITIES METRO: 651-454-0002 `` 3701 WAYZATA BOULEVARD, SUITE 100 NATIONALLY:R MIN A: 800-252-1166 I MINNEAPOLIS MN 55416-3791 NATIONALLY: 811 � PH: 763-475-0010 MINNEAPOLIS, MN 55416 www.srfconsulting.com PH: 763-249-6796 PREPARED FOR EMAIL: pschroeder@srfconsulting.com DOWNTOWN HUGO / properties CONTACT NAME PHONE NUMBER EMAIL HUGO, MN DENNIS PROPERTIES 2214 FIFTH STREET, UNIT 3, WHITE BEAR LAKE, MN 55110 651-247-7007 100% DESIGN DEVELOPMENT PROJECT SHEET INDEX z SHEET NO. DESCRIPTION W hsr y W 7- ,21 O C0.0 TITLE SHEET N __��i8�li:� 1 � 7 La �m t � d,N C1.0 OVERALL - EXISTING CONDITIONS / REMOVALS PLAN a LL 2 °� ya C2.0 OVERALL - SITE PLAN Pe PlCyyy t1,0 a am�,� tsrrn W. kkyy N � 6 0 C2.1 PHASE 1 - SITE PLAN z ' "Q a P DR = ,°� m °r{ � � C3.0 OVERALL - GRADING PLAN O O ,Em re <1 O Z �� Z o Hew Tr\ a mpress a� C3.1 PHASE 1 - GRADING PLAN W w � ° 2 � o f C3.2 PHASE 1 - EROSION CONTROL PLAN 5.Farnham OR a C3.3 - C3.4 PHASE 1 - SWPPP NOTES 7.Forest Blvd N N 11. Empress DRN $a ,° PROJECT LOCATION 9. Farnham Ave p v 11: Empress AV EN g LLo g s 11. Rosemary WAY C4.0 OVERALL AND PHASE 1 - UTILITY PLAN = 12.Mereantile DR N r\i Dr 13.142�d St N FaaVo 119 ( n e N C5.0 - C5.7 CIVIL DETAILS v r1 8 I �o a I I 19 o 1 e` 104 19 L1.0 OVERALL - LANDSCAPE PLAN L.L Y � e`6 118 I i 149th Sty a L1.1 PHASE 1 - LANDSCAPE PLAN 0 o Fre�hm 118 \• a'_.._.._..� ,47th31N 'Q __.___— L1.2 LANDSCAPE ENLARGEMENT W • O L2.0 LANDSCAPE DETAILS 0 m Y1forpern v LL L2.1 LANDSCAPE DETAILS - BOARDWALK & DECK IIIIIIIIIME 0 O 25 1 5 A 113 145th St N 113 U Ln P 4A ,c 145th St 4 M Ln gs W z LU Q ar an n 124 d9na S N ` 3 O •` E 50 XLake ay O 1 �20 1 hStN r 2 1 Q� 108 ':�r.<. 2 8 M CERTIFICATION ® I hereby certify that this plan, specification, or A�F Egg Lake RD report was prepared by me or under my direct © np supervision and that I am a duly Licensed Professional Engineer under the laws of the PROJECT LOCATION State of Minnesota. .t a VICINITY MAP Signature Name: MICHAEL C. AARON (NO SCALE) Print Name: Date: XXXXX Lic. No.: 25721 ISSUE RECORD NO. DATE DESCRIPTION 0 10-22-2021 CITY SUBMITTAL 1 03-18-2022 CITY RESUBMITTAL PROJECT INFO DRAWN: N. SCHAUFENBUEL DESIGNED: N. SCHAUFENBUEL CHECKED: P. SCHROEDER PROJECT NO: 14356.00 SHEET TITLE NOTE: 1. THESE PLANS AND/OR SPECIFICATIONS WERE PREPARED FOR THIS PROJECT ONLY. ANY RE—USE OF THIS WORK FOR FOR OTHER PROJECTS IS NOT AUTHORIZED BY THE DESIGNER. TITLE SHEET 2. THE PERSON, AGENCY OR CORPORATION USING THESE PLANS AND/OR SPECIFICATIONS WILL BE HELD LIABLE FOR ANY DUPLICATION OF THIS WORK FOR OTHER PROJECTS. 3. THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY SHEET QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO GUIDELINES OF Cl/ASCE 38-02. ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF C060 EXISTING SUBSURFACE UTILITY DATA". _ t� VVASHING7.ON REMOVAL LEGEND -� _ - REGI _ _- � - PROPERTY LINE18"RCP ONAL - - ----- (ABANDONED R - - EXISTING TOPOGRAPHY TO REMAIN NED g uR AIL R LINGTON OA D (GRAY/FADED LINEWORK, TYP.) �� - � � �� NOR /� �JITHOR/r� 3701 WA SUITE OULEVARD EX. ST - - A ---- RIM=934.8 - - RN Rq� ITEMS TO BE REMOVED MINNEAPOLIS, MN 55416-3791 D) - - INV=929.7(E) Xc PH: 763-475-0010 - - � �3 929 6 - - - (BLACK LINEWORK, TYP.) SU - 9.4 - - www.srfconsulting.com O - R.O.W. DEDICATION REMOVE BITUMINOUS PAVEMENT PREPARED FOR r o _> or- _ (8 WIDE) REMOVE BITUMINOUS TRAIL - ❑ i you '�� ->, EX. CB 934 properties EX. CB - RIM=932.4 X. CB °� �� IM-933.5 INV=927.1 MILL BITUMINOUS PAVEMENT APPRO OCATION ,�� i/ R =934.1 1 r ® NV- N, o V S1�5 , - �3 ® DENNIS PROPERTIES REMOVE CONCRETE PAVEMENT 1 1 `>> - 7 2214 FIFTH STREET, UNIT 3, OF VI TERMAIN i INV= I i 93 E CB 27''w_- - - ( R PLAN) � __EX. CB 1 s � � �� . 77 RIM=932.8 - ^ REMOVE AGGREGATE SURFACE WHITE BEAR LAKE, MN 55110 RIM=934.3 I EX� SMH �� - - - - 651-247-7007 INV=929.9 I Rll�-935.4 u U ® - REMOVE PAVERS i I INX=916.77( ) i i _.: _ Ri X. CB - IN�=916.20(W) - ° �u REMOVE LANDSCAPING PROJECT ti TNH=937.60 �`i °F obi-u° ® INV=928.1 933 C 1 REMOVE POST APPROX. LOCATION ou u EX' H=g ° i • ou ° RIM-932.1 CLEAR AND GRUB (AREA) ^ OF WATERMAIN ° uc ® - �� )PLAN(PER o�uo ' P I x CLEAR AND GRUB (TREE) z QO � REMOVE TELEPHONE I PHASE 1 REMOVAL �.. °o LU �0 I BOUNDARY ~ �y 1 PEDESTAL I °ftft -°u u° X TREE PROTECTION LU '� 35 - - REMOVE TELEPHONE X °o _ / 9 / z i PEDESTAL =� c� ; °u. X - - - SAWCUT PAVEMENT FULL-DEPTH _U ( ) I 1 D APPRO _ i_ C ; -� ° I � I ti� z OF WATEs�MAI , � D REMOVE CURB AND GUTTER � l0 934 I m (PER PLAN) Lib 1 I REMOVE TELEPHONE �� x o I ---- PEDESTAL D g �� ' - fX¢ REMOVE CHAIN-LINK FENCE �� O� �; I' �o / N 8 �_ 'Q - - - - - - - - - - - LIMITS OF DISTURBANCE O X 93 � 125' SHORELINE r, �� l0 SETBACK LINE R VE ANITARY 0 " Q REMOVE SANITARY NHOLE c O REMOVE SANITARY EX. N-OUT 1 MANHOLE PHASE 1 REMOVAL AREA CLEAN OUT r 932 I - RIM-933.19 _ C V /----------- ^ EX. SMH I _ INV 923.89 0 1 SMH O I /RIM=930.99 - _(NO LID ON PIPE) X M / _E S 1� o z _933.30 REMOVE SANITARY I I -9�8.94 SE r » - - _ _ RIM=93 c LL Rom A �T RY - L�1V=921. 0 -9 ' v �� MANHOLE I INV=917.3�N1=�1N� � ` � _�� _ /I � 1 _ _ ------REMOVE TELEPHONE - _ � �- � � W PEDE L 932 / ------ _ __-_ �� ----------__ ; aMW I O z 00 8�> -- - - I I' _ '� �I rn o I P P _ ' _ - �/< E X. SMH 0 �,_ / Imo -I I I ' 0 0 - 931 --- // 1 - - _ _ �j� _ - _ RIM=929.49 �y 1 _ I FM _ Lr) INV= 7.96 � � r _ "�X_ U � � - - PHASE 2 REMOVAL 1 - I - _ I Z H Ln Sk _ L - _ N. P_p-E MOVE SANI ARY 9, AREA �0 4 I L Z LU REMOVE LIGHT POLE __ 2� _ _ _ s3M -- --___ __ ,- '----_______ _ - �� \ MA OLE L _ X 4 X ' ' Q =*414 928 �R .02 -V"- ftft REMOVE POWER POLE 4r V= 9. - - - - - \ -J_ - - 0 92j - ------ `!• �s,, EX. SMH "- - `4 _ 0 WL Is, RNA_=933.60 \ INV=92-9.8-2- FLOOD PLAIN 928.651 INV p- o SAN -- CERTIFICATION CORRESPONDI REMOV I hereby certify that this plan, specification, or ARE PART OF PHASE 1 °' 1 x report was prepared by me or under my direct EDGE OF DELINEATED \ c \ 2p rRp� 1 v EX. SMH supervision and that I am a duly Licensed REMOVE TREES ONLY' WETLAND RIM=933.62 Professional Engineer under the laws of the . NECESSARY / I INV=92072 ` State of Minnesota. EDGE OF ICE MEASURED ON 12-05-19 ICE ELEVATION = OHWL = 926.651 EGG LAKE WL WL �� 9 Signature Name: MICHAEL C. AARON I Print Name: o `�� -- m I Date: XXXXX Lic. No.: 25721 CVI ° CD o_ 00 �� \ P _5 �: r� ISSUE RECORD R'TS'o Z �\ I NO. DATE DESCRIPTION le\j C� v0 1 0 10-22-2021 CITY SUBMITTAL EXISTING CONDITIONS AND SITE REMOVALS NOTES 18 93g I 1 03-18-2022 CITY RESUBMITTALEj. 1. EXISTING CONDITIONS BASED ON SURVEY (TYPE OR TITLE) BY SURVEY FIRM, DATED 00-00-0000. o \\ RIM= 2. CONTRACTOR IS SOLELY RESPONSIBLE FOR VERIFYING EXISTING CONDITIONS PRIOR TO THE START OF CONSTRUCTION, AND NOTIFYING THE CIVIL ENGINEER AND OWNER IMMEDIATELY OF .` v 9 INV= ANY DISCREPANCIES. THIS INCLUDES, BUT NOT LIMITED TO, TOPOGRAPHY, ELEVATIONS, UTILITIES, VEGETATION, AND OTHER RELATED ITEMS. `� ��\ \ (�� "� J INV-SILT � a 3. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL UTILITY LOCATES. THE CONTRACTOR SHALL SUBMIT A TICKET FOR PUBLIC UTILITY LOCATES 48 HOURS PRIOR TO ANY GRADING, 10"DBL �� I ° ° EXCAVATION, OR UTILITY WORK THROUGH "GOPHER STATE ONE CALL" (GSOC) AT WWW.GSOCSUBMIT.ORG, OR CALLING 811, ALONG WITH ANY FOLLOW-UP TO MISSING INFORMATION. THE `�\ ��\ \ I _ `o CONTRACTOR MUST HIRE A PRIVATE UTILITY LOCATING SERVICE TO LOCATE PRIVATE UTILITIES IN THE CONSTRUCTION AREA PRIOR TO ANY EXCAVATION.THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. �� \ \ 1 - 4. CONTRACTOR SHALL PLACE ALL NECESSARY EROSION CONTROL MEASURES REQUIRED TO MAINTAIN SITE STABILITY PRIOR TO EXECUTING ANY SITE REMOVALS AND IMPROVEMENTS. SEE EROSION CONTROL PLAN AND STORMWATER POLLUTION PREVENTION PLAN (SWPPP) AND RELATED DOCUMENTS. 00 5. CONTRACTOR SHALL COORDINATE LIMITS OF REMOVALS WITH PROPOSED IMPROVEMENTS AND FIELD VERIFY CONDITION OF EXISTING APPURTENANCES TO REMAIN. CONTRACTOR SHALL BE i Ln x1 \ ° _ ® PROJECT INFO RESPONSIBLE FOR PROTECTING, REPAIRING, OR REPLACING MISCELLANEOUS ITEMS (SUCH AS FENCES, SIGNS, IRRIGATION HEADS, ETC.)THAT MAY BE DAMAGED BY CONSTRUCTION. DRAWN: N. SCHAUFENBUEL CONTRACTOR SHALL PROTECT SURFACE AND SUBSURFACE FEATURES NOT NOTED FOR REMOVAL. PROVIDE SAWCUT AT PAVEMENT EDGE REMOVAL. PROVIDE SMOOTH TRANSITION OF ANY REMOVAL OR IMPROVEMENTS AT DISTURBANCE EDGE. HAUL AND DISPOSE OF ALL REMOVAL ITEMS OFF-SITE. rn < DESIGNED: N. SCHAUFENBUEL z z 6. CONTRACTOR SHALL DEMOLISH AND REMOVE ALL ITEMS ILLUSTRATED ON THE PLANS AND OTHER ITEMS, AS NECESSARY FOR THE PROJECT AND RELATED IMPROVEMENTS. THIS INCLUDES i < < < I' < CHECKED: P. SCHROEDER i ► o I I I I I= 11 ITEMS SUCH AS BUILDINGS, ACCESSORY STRUCTURES, FOUNDATIONS, PAVEMENTS, DEBRIS, VEGETATION, SUBSURFACE ITEMS (UTILITIES), UNDESIRED SOIL, AND OTHER RELATED ITEMS. i i Q0 tea' oo t� - uc PROJECT NO: 14356.00 VERIFY ALL SOIL CORRECTIONS WITH GEOTECH REPORT AND RECOMMENDATIONS, UNLESS NOTED OTHERWISE. HAUL AND DISPOSE OF ALL REMOVAL ITEMS OFF-SITE. i 01 �� M � � � u - rn � 4 7. CONTRACTOR SHALL REMOVE, REPAIR AND/OR RELOCATE EXISTING PRIVATE OR PUBLIC UTILITIES AS NECESSARY, WHETHER STATED ON THE PLANS OR NOT, INCLUDING ANY RELATED ' / o � � o v �u i g3 ou o= SHEET TITLE PERMITS AND FEES. CONTRACTOR TO COORDINATE AND RECEIVE APPROVAL FOR ACTIVITIES WITH OWNER AND UTILITY COMPANIES BEFORE STARTING WORK. '� / REMOVE HY i APPROX. LOC� 8. CLEAR, GRUB, AND REMOVE ALL TREES AND VEGETATION WITHIN THE CONSTRUCTION LIMITS, OR AS NOTED. STRIP TOPSOIL, STOCKPILE, AND REDISTRIBUTE PER GRADING PLAN. �i i �`--OF WATERMAIN OVERALL - EXISTING `w rn N 9. TREE PROTECTION FENCING SHALL BE INSTALLED AT THE DRIP LINE OF TREES TO REMAIN, OR AS ILLUSTRATED, WITHIN LIMITS OF DISTURBANCE PRIOR TO THE START OF CONSTRUCTION AND � (PER PLAN)Ef MAINTAINED THROUGHOUT THE PROJECT. NO DETRIMENTAL CONDITIONS TO OCCUR AT TREE PRESERVATION AREAS, SUCH AS STORAGE OF EQUIPMENT/MATERIALS, CHEMICAL WASH, OR - APPROX. N RIM= CONDITIONS / EXCAVATION. i1 OF POWE I 0 7..9 INV= REMOVALS PLAN 10. CONTRACTOR SHALL PROVIDE ALL STAGING AND TEMPORARY TRAFFIC CONTROL FOR THE PROJECT, AS APPROVED BY THE OWNER AND GOVERNING AGENCY. PROVIDE MINIMAL DISRUPTION �- -___- ► <5� « "� ® WITH GUY IR TO ADJACENT PROPERTIES AND STREETS, OR AS DIRECTED BY PROPERTY OWNER. EX. FES 'y 11. CONTRACTOR SHALL PROVIDE TEMPORARY CONDITIONS, SUCH AS CONSTRUCTION TRAILER,TEMPORARY FENCING, AND OTHER SECURITY MEASURES FOR THE LENGTH OF THE ENTIRE INV=926.8 37. - 934 ROX. LOCATION OF RM MH SHEET PROJECT. S00020 9 , 99 W _ 93=� 3d27.57(PE&fLAN) 12. ALL CONSTRUCTION PERMITS, APPLICATIONS AND FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR, UNLESS NOTED OTHERWISE. /1/ 13. FOR ANY SALVAGE AND/OR REINSTALL ITEMS, CONTRACTOR TO PROVIDE ALL WORK RELATED TO RE-LOCATION (TEMP AND PERMANENT), STORAGE, AND PROTECTION. ciao I��rtLE F I�IJ NODE ET THIS �CC.AT_" (12"RCP PIPE BENDS I _ .p �A SITE LEGEND � — _ _ GTEN PROPERTY LINE � X _ � REGIO z cn _ FS R PROJECT MONUMENT — (qg N — — EASEMENT �� — gNDO AL RAILR � - ( WELCOME TO (ABANDONED g�R DOWNTOWN HU ii ~ LINGTONA ASETBACK LINE (PER CODE) 3701 WAYZATA BOULEVARD NHL)' — _ NGRIL THERN U7 /10R/T� SUITE 100 z CIO RAILROAD) EXISTING CONDITIONS MINNEAPOLIS, MN 55416-3791 iPH: 763-475-0010 PERMEABLE BITUMINOUS PAVEMENT www.srfconsulting.com — _ I PREPARED FOR HEAVY-DUTY BITUMINOUS PAVEMENT M)EK O LJ�J Usffwy_6� CONCRETE PAVEMENT properties ■ (Fo _ o o CONCRETE WALK DENNIS PROPERTIES z / 6 BRICK PAVERS UNIT 3— 2214 FIFTH STREET, / 120 1zp, _ WHITE BEAR LAKE, MN 55110 R.O.W. DEDICATION 0 1 7 ,, O TRUNCATED DOMES 651-247-7007 WAME) G� � — �� ,� � _ DECK PROJECT — — FUTURE ACCE DRIVEWAY WITH CURB AND GUTTER _ FUTURE DEVELOPME • N 1► B612 CONCRETE CU B & - — CURB AND GUTTER (TIP-OUT) z MODULAR BLOCK 1 1 GUTTER 28 — RETAINING WALL ° —° — CURB AND GUTTER (CURB, TAPER, FLUSH) W / s°, P VE CR SS AL _ W 50, * b' / WITH 1' CON RET �. PARKING LOT POLE LIGHT zs.0, / -' BANDS TYP. — c� '• �'�` 24.0, OT 2 - c� 1s.o - o — • METAL TREE GRATE _ 6.0 1s.o 9 24.o - y 245 STAL B OCK 1 Ls w • 'NbndoN /8ADA STALLS ; � RETAINING WALL / 1 } 19 �' lzt 16 x 14 TRASH N SURE , _ _ _ _ — PARKING SPACES PER ROW 1 rl (SOUTH) i _ --- BUIL NG •,. ' � � � �: 1 6 \ 1PmO I POND NORMAL WATER LINE (NWL) lD ' �► `_ NW B ILDING — — — — — — — — — — — LIMITS OF DISTURBANCE ti o �� Q r p x ' PRIV 125 SHORELINE CONSTRUCTION PHASE BOUNDARY 1 I / ° ATE � - - � ____ SETBACK LINE 1 2 0 13 BEET / cD 4 11 16 .,� LOT 3 = BLOCK 1 I SOi 1 V ol• 1 J• __ ° _ - • �, O LU LOT 1 6 ° _ , z II I z 00 15 � BIKE RAC PLOCK 1 � ° ° ` �N� .01 e � I r` I I o 0 T 3 LOOPS, 6 BIKES) SE BU MING 24 - 01 is. A 6' x 4' T — _-_ • 1 4s'M I I ENCLOSURE (NORTH) NE BUILDING #1 z • 0 MODULAR BLOCK \ '�- 9.0' W RETAINING WALL � r°-1 _U FLOOD PLAIN 928.65T _ x EDGE OF ICE MEASURED ON cn o _ 12-05-19 ` �wF SEASONAL OUTDOOR BOARDWALK / DECKING _ Q 0 _ ICE ELEVATION = OHWL BAR LOCATION (TYP ) / 6a DEGREE 3 6 / 8 1 — AN6'L•ED PARKING 0) 2 926.651 _ EKE OF DELINEATED EXPOSED BUILDING TYP, / CERTIFICATION DOCK (SOUTH) W-ETtAND FOUNDATION WALL AT EGG I hereby certify that this plan, specification, or WALKWAY 8'X63' 5'X5' HEAVY DUTY CONCRETE LAKE / WETLAND SIDE, — NE B IAD I N G #2 0 x report was prepared by me or under my direct 00 supervision and that I am a duly Licensed END 12'X14' CENTERED AT STORM DRAIN INLET IN BELOW BOARDWALK / Professional Engineer under the laws of the TOTAL LENGTH 75' DECKING TYP. LOT 4 State of Minnesota. ( ) PERMEABLE BITUMINOUS PAVEMENT ( ) SITE DEVELOPMENT SUMMARY EGG LAKE '`\,BLOCK 1 x w� PROPERTY ADDRESS: SEE SURVEY ` !� `` EXISTING PROPERTY AREA: 185,492 S.F. (4.258 AC) ` F_ � Signature Name: PROPOSED PROPERTY AREA: 180,594 S.F. (4.146 AC), EXCLUDES ROW DEDICATION (4,898 S.F.) ' o - M ICHAEL C. AARON PROPERTY OWNER: CITY OF HUGO(DEVELOPER: DENNIS PROPERTIES) SEASONAL OUTDOOR 1 �1 Z Print Name: BAR LOCATION ` BIKE RACKS I / Date: XXXXX Lic. No.: 25721 EXISTING ZONING: PUD-PLANNED UNIT DEVELOPMENT (3 LOOPS, 6 BIKES) DOCK (CENTRAL) , ISSUE RECORD PARCEL AREAS: SEE PRELIMINARY PLAT WALKWAY 8,x63, I C� x NO. DATE DESCRIPTION BUILDING TOTAL(1 OR 2-STORY): 63,000 S.F. END 12'X14' 3 0 cj� SE BUILDING LOT 1 6,888 S.F. 1s.01 — 0 10-22-2021 CITY SUBMITTAL ( ) (TOTAL LENGTH 75 ) / z z SW BUILDING (LOT 2) 7,702 S.F. 24.0 c� 1 03-18-2022 CITY RESUBMITTAL NW BUILDING (LOT 3) 12,588 S.F. • 1s.0, / 2.NE BUILDING#1 (LOT 4) 2,800 S.F. g5 NE BUILDING#2(LOT 4) 8,290 S.F. SECOND STORY(TBD) 24,732 S.F. �. 18 ♦ �� BUILDING USE(MIXED): 63,000 S.F. ♦ ' OFFICE 20,000 S.F. F 00 RETAIL 25,000 S.F. RESTAURANT(540 SEATS) 18,000 S.F. �. o FLOOR AREA RATIO(FAR): 0.349(63,000/180,594) BUILDING SETBACKS: VARIABLE(PUD) �%, `n x e ' ® -- \ / TURN-AROUND SPACE PROJECT INFO � ' DRAWN: N. SCHAUFENBUEL IMPERVIOUS SURFACE-EXISTING: 81,936 S.F. (45.4%)PRE-DEMOLITION PREVIOUS DEVELOPMENT 1 / FONDANTAVE IN° � � 5 X5 HEAVY DUTY CONCRETE DESIGNED: N. SCHAUFENBUEL ( \ PERVIOUS SURFACE-EXISTING: 98,658S.F. 54.6/°) CENTERED AT STORM DRAIN IN� T IN IMPERVIOUS SURFACE-PROPOSED: 83,004S.F. (46.0%) �i PERMEABLE BITUMINOUS PAVEMENT CHECKED: P. SCHROEDER BUILDING: 38,006 S.F. 1 PROJECT NO: 14356.00 PAVEMENT: 44,998S.F. MODULAR BLOCK �� PERVIOUS SURFACE-PROPOSED: 97,590 S.F. (54.0%) ' 1 / 3 ��u _ ou �o_ SHEET TITLE PERMEABLE PAVEMENT: 68,694 S.F. DOCK (NORTH) ; RETAINING WALL LANDSCAPE AREA: 28,896 S.F. WALKWAY 8'X63' 1 PARKING SETBACKS REQUIRED: 10'ROW/RESIDENTIAL ZONED,S OTHER END 12'X14' /�� "; N PARKING SETBACKS PROVIDED: VARIABLE (PUD), SEE PLAN (TOTAL LENGTH 75') a OVERALL — SITE PLAN � PARKING SPACES REQUIRED: CITY CODE=380 SPACES 1 1 SPACE=250 S.F. OF RETAIL(100 SPACES) ^� / 1 SPACE=200 S.F. OF OFFICE(100 SPACES) 1� 1 SPACE=3 SEATS CAPACITY OF RESTAURANT(180 SPACES) ' PARKING SPACES PROVIDED(RATIO): PER PUD=245 SPACES(3.89/1,000 SF), INCLUDING 8 ACCESSIBLE SHEET Ln PARKING SIZE REQUIRED: TWO-WAY= 9'WIDE X 18'DEPTH,WITH 24'DRIVE AISLE 0 30 60 ONE-WAY=60 DEGREE ANGLE,Y WIDE X 17' DEPTH,WITH 18'DRIVE AISLE C21. 0 PARKING SIZE PROVIDED: VARIABLE(PUD), SEE PLAN SCALE IN FEET BICYCLE PARKING: 12 BIKES(6 LOOPS) 1 " = 30' I _ .p WASIIWI�s SITE LEGEND � — _ — TO � � � � PROPERTY LINE X _ � � NREIG10 z cn — _- n'PROJECT MONUMENT — (qg ' V — — EASEMENT FS R ANDO AL R - ("WELCOME TO 0 (ABANDONED gUR AI LR DOWNTOWN HU iivow L�N�TON Oq D AUrHORIIII SETBACK LINE (PER CODE) 3701 WAYZATA BOULEVARD COL}' - _ ,� NORTHERN R SUITE 100 z — _ RAIL III, EXISTING CONDITIONS MINNEAPOLIS, MN 55416-3791 PH. 763-475-0010 y B D PERMEABLE BITUMINOUS PAVEMENT www.srfconsulting.com E E — A PREPARED FOR _ _ D B PAVER HCROSSWALK HEAVY-DUTY BITUMINOUS PAVEMENT _ L H ~ BAND YTS P.) us CONCRETE PAVEMENT properties (F0 6 _ o ° CONCRETE WALK DENNIS PROPERTIES z / � 12.0 — _12.0, -=.• — o . . _ BRICK PAVERS 2214 FIFTH STREET, UNIT 3, CD c — — — R.O.W. DEDICATION � WHITE BEAR LAKE, MN 55110 o M 17 — L ,t —. . • � • ($, W-IOE) TRUNCATED DOMES 651-247-7007 0 00 . DECK _� / _ � — • PROJECT IF CURB AND GUTTER VV MODULAR BLOCK ° _ 118ST LLS %4 — — 4 RETAINING WALL -rADASTALLS CURB AND GUTTER (TIP-OUT) z TEMPORARY SIGNAGE — CURB AND GUTTER (CURB, TAPER, FLUSH) W 06 - 5p, / - 90 w AND TRAFFIC ARROWS, — — — 1 ° / FIELD VERIFY PARKING LOT POLE LIGHT 18.0, OT 2 — ® METAL TREE GRATE IF 18.0 24.0' L ' ' B OCK 1 RETAINING WALL 16' x 14' TRASH I N SURE �, 1 6 PARKING SPACES PER ROW M BU I L NG(SOUTH) / 6 O ' L- POND NORMAL WATER LINE (NWL) � lD x — I 16' WIDE TEMPORARY X c o IF o L � HEAVY DUTY / oy - - - - - - - - - - - y LIMITS OF DISTURBANCE cl� _ M PRI VAT / BITUMINOUS DRIVE z z Q E MAIN STREETAISLE, FIELD VERIFY 125' SHORELINE CONSTRUCTION PHASE BOUNDARY I / I ° 1 3 d _ _ _ _ SETBACK LINE _ 20 c-, 1 K 1 V' i _ 05 16 ° ` LL I M - .- O �, `�� 60 DEGREE DC TEMPORARY PLAZA �` ANGLED PARKING • ° Z z \ I 51' ANSITION, FIELD w ° TYP. = e - y / F G VER 1 I I 00 15 0 . ° - , PLOCK 1 r � � 00 �' 90, C � BIKE RAC ,° � ' -- Ln (3 LOOPS, 6 BIKES) SE BU LDING X Ln z U Ln �, '_p, ` GARDE^' ' ~ z TEMPORARY DECK ♦ ♦ X\ I ' LI TRANSITION, FIELD ` X MODULAR BLOCK / - — — VERIFY I = 0 RETAINING WALL ` � — ~ FT] _ _ _ O ---___ _ X _ c �w[17_ BOARDWALK / DECKING - Q FLOOD PLAIN 928.651 (TYP.) ` � �WL —\4` • ``�' � �' - � _ z 2 EDGE OF ICE MEASURED ON 12-05-19 — — SEASONAL OUTDOOR EXPOSED BUILDING ` _ CERTIFICATION ICE ELEVATION - OHWL BAR LOCATION FOUNDATION WALL AT EGG �� I hereby certify that this plan, specification, or �� ` x supervisionr and that b am a duly Licensed926.651 LAKE /WETLAND SIDE, — prepared y y EDGE OF DELINEATED BELOW BOARDWALK/ Professional Engineer under the laws of the DOCK (SOUTH) WETLAND DECKING (TYP.) / State of Minnesota. WALKWAY 8'X63' x 5'X5' HEAVY DUTY CONCRETE EGG LAKE WL � END 12 X14 DOCK (CENTRAL) �CENTERED AT STORM DRAIN INLET IN ^WL _ ` (TOTAL LENGTH 75') 'x63' ) ` CC) r� x PERMEABLE BITUMINOUS PAVEMENT WALKWAY 8 / C x Signature Name: END 12'X14' ` o Cf) MICHAEL C. AARON (TOTAL LENGTH 75') \�� / z z Print Name: Date: XXXXX Lic. No.: 25721 ISSUE RECORD / C_ x NO. DATE DESCRIPTION SITE NOTES SIGNAGE AND STRIPING NOTES O SITE KEY NOTES r �' A ``�`.� / 3 � z 0 10-22-2021 CITY SUBMITTAL 1. ALL TRAFFIC SIGNS PAVEMENT MARKINGS AND OTHER TRAFFIC CONTROL DEVICES SHALL A. BITUMINOUS PAVEMENT- MATCH INTO EXISTING ♦ / 1 03-18-2022 CITY RESUBMITTAL 1. SEE EXISTING CONDITIONS AND REMOVAL PLAN, ALONG WITH ANY RELATED SURVEYS FOR ♦ � � DETAILS ON PROPERTY BACKGROUND INFORMATION. CONFORM TO THE STANDARDS OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC B. CURB AND GUTTER- MATCH INTO EXISTING � 2. REFER TO ARCHITECTURAL PLANS FOR MORE INFORMATION ON BUILDINGS MONUMENT CONTROL DEVICES (MMUTCD), OR AS NOTED OTHERWISE. C. CONCRETE CURB AND GUTTER- B612 SIGNS TRASH ENCLOSURES AND OTHER RELATED ITEMS. VERIFY WITH ARCHITECTURAL 2. PARKING LOT STRIPING SHALL BE 4" WIDE COLOR WHITE TWO COATS OF PAINT. PLANS THE EXACT BUILDING DIMENSIONS AND LOCATIONS OF EXITS, RAMPS, TRUCK CONTRACTOR SHALL PAINT ANY/ALL DIRECTIONAL TRAFFIC ARROWS AS SHOWN IN WHITE D. CONCRETE CURB AND GUTTER- B618(WITHIN PUBLIC ROW) ♦ .` a . Q DOCKS/SERVICE, AND OTHER RELATED BUILDING ITEMS. (TWO COATS). E. PEDESTRIAN CURB RAMP- PUBLIC(SEE MNDOT STANDARD PLANS,SHEETS C5.4-C5.6) ��'!�` / 00 3. SITE LIGHTING SHOWN ON PLAN IS FOR REFERENCE ONLY. REFER TO LIGHTING PLAN 3. ACCESSIBLE PARKING SIGNS AND MARKINGS PER LATEST ADA CODE AND REQUIREMENTS. F. PEDESTRIAN CURB RAMP- PRIVATE (SEE DETAILS,SHEET C5.6) PREPARED BY OTHERS FOR SITE LIGHTING LOCATIONS, DETAILS AND PHOTOMETRICS. CONTRACTOR SHALL PAINT THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IN EACH DESIGNATED ACCESSIBLE STALL IN BLUE BACKGROUND WITH WHITE BORDER (TWO COATS G. TRAFFIC SIGNAGE-ACCESSIBLE PARKING SIGN (137-8m)AND VAN ACCESSIBLE SIGN (R7-8b) PER MINNESOTA .� 4. ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF CONCRETE, OR EXTERIOR FACE OF OF PAINT). CONTRACTOR SHALL PAINT THE WORDS "NO PARKING" IN EACH ACCESSIBLE BUILDING CODE, POST,SURFACE MOUNT �� •� i BUILDING, UNLESS NOTED OTHERWISE. ISLE ADJACENT TO AN ACCESSIBLE SPACE IN WHITE LETTERS MINIMUM 12" H. TRAFFIC SIGNAGE-STOP SIGN (R1-1, 30 ), POST,GROUND OR SURFACE MOUNT IN HEIGHT. ��A 5. ALL CURB RADII SHALL BE 5.0 FEET (TO FACE OF CURB), UNLESS OTHERWISE NOTED. SIGNS TO BE LOCATED AT THE HEAD OF THE PARKING SPACE. SEE ACCESSIBLE PARKING �� n x ® _ PROJECT INFO DETAILS. I. TRAFFIC SIGNAGE-BEGIN ONE-WAY(R6-6, 24 X30 ), POST, SURFACE MOUNT , / 6. ALL CURB AND GUTTER SHALL BE CONCRETE B612 UNLESS OTHERWISE NOTED. J. TRAFFIC SIGNAGE-ONE-WAY DO NOT ENTER R6-2a 18"X24" POST SURFACE MOUNT ` ' DRAWN: N. SCHAUFENBUEL 4. ALL SIGNS SHALL INCLUDE MOUNTING HARDWARE, POST, CONCRETE FOOTING AND ( )' ` I / FONDANTAVE IN7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CASING WHERE REQUIRED. CONCRETE CASING REQUIRED IN LOCATIONS WHERE POST IS ' DESIGNED: N. SCHAUFENBUEL K. PAVEMENT MARKING -ACCESSIBILITY SYMBOL/"NO PARKING"/ACCESS AISLE CROSS HATCH POST,SURFACE CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGGERS, NOT PROTECTED BY CURB. ' MOUNT,SEE DETAILS CHECKED: P. SCHROEDER AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE CITY PRIOR TO PLACEMENT. TRAFFIC CONTROL 5. IF NOTED, ALL STOP SIGNS SHALL INCLUDE A 12" WIDE PAINTED STOP BAR IN WHITE PAINT L. PAVEMENT MARKING -TRAFFIC ARROW SYMBOLS (WHITE PAINT) 0 PROJECT NO: 14356.00 DEVICES IN PUBLIC RIGHT-OF-WAY SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS, (TWO COATS) PLACED AT THE STOP SIGN LOCATION, A MINIMUM OF 4' FROM OR AS APPROVED. CROSSWALK. ALL STOP BARS SHALL EXTEND FROM DIRECTIONAL TRANSITION BETWEEN M. PAVEMENT MARKING -4" WIDE STRIPING (WHITE PAINT) ' i / 3 ��u _ ouo SHEET TITLE 8. BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN ACCORDANCE WITH THE LANES TO THE CURB. RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER, OR AS NOTED. PAVEMENT AND 6. ALL SIGNS SHALL BE PLACED 18" BEHIND THE BACK OF CURB, UNLESS OTHERWISE NOTED. ^� �i OTHER IMPROVEMENTS TO ADHERE TO ALL AMERICANS WITH DISABILITIES ACT (ADA) �� `w N i REQUIREMENTS FOR ACCESSIBILITY, INCLUDING SLOPE. CONTACT ENGINEER IMMEDIATELY �,c� PHASE 1 - SITE PLAN INVOLVING ANY DISCREPANCIES. -- � , 9. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES. ' 10. CONTRACTOR SHALL PROVIDE ALL CONSTRUCTION STAKING. L` SHEET 11. CONTRACTOR SHALL PROVIDE ALL SITE GOVERNMENTAL PERMITS AND FEES. 0 30 60 SCALE IN FEET C281 1 " = 30' - _ VVASHING7.ON GRADING & EROSION CONTROL LEGEND _ PROPERTY LINE R EG - _ _ - \ 18"RCP (gggN IUq - _ -960- - - - - - PROPOSED CONTOURS (MAJOR) �ONEDg RAI _ - - - - -964 - - - - - - PROPOSED CONTOURS MINOR �► \ 0G �RLIN �RO ( ) 3701 WAYZATA BOULEVARD GTON NO A D EX. STTM�i-I NORTH A TH SUITE 100 - RN RAILOR/7-y EXISTING CONTOURS (MAJOR) E L 1 - 1 RIM=934.8 � �� ROq�) EXISTING CONTOURS (MINOR) MINN APO IS, MN 554 6 379 INV=929.7(E) PH: 763-475-0010 / - ?g4� - _ - - www.srfconsulting.com 813.56 PROPOSED SPOT ELEVATION - TC = TOP OF CURB PREPARED FOR _ NM 4.46 18"RCP HP/LP = HIGH/LOW POINT �7 � \ � 934.56 » 934.51 � - ' •' ' � _' 9 4.39 ~ EX. CB EDX --DECK EL EXISTING ELEVATION ELEV. / _ \ „ properties BW/TC935.22 - - - - - - - - - - - - - - -9-a4 �� __ _-» RIM=932.4 934.7 ' - �`�'`�� E M 9X. B 3.5 INV=927.1 ± = MATCH EXISTING, FIELD VERIFY TW 935.79 /I r - F ' -"� NV_ - BW/TW = FINISHED GRADE AT DENNIS PROPERTIES II /}1 ' 19 ae3.60 - - - D 'V� EX. CB LOW/HIGH SIDE OF WALL (DOES 2214 FIFTH STREET, UNIT 3, _ NOT INCLUDE BURIED WALL OR CAP) WHITE BEAR LAKE, MN 55110 934`.2Q_E`� CB - � RIM=932.8 BW/TC 935.10- RIM-� 45. 93.6 �+ -�uc� - - - - - - - - - - - \ -` - - - - - - - 651-247-7007 - - - - - - - EMERGENCY OVERFLOW TW936.45 � 4 = _ - � � 944.50 EOF 932.5� 932. _ \� \ \ � u_ EX. CB U. _ �� ` 933. 7 * - - \ 9 0' VER - 7 -obi NIV-928.1 PROPOSED SURFACE SLOPE PROJECT a / / 932/57 933.33 L0 _` �\ �1 -uc - _ _ - EX. 3� 49% / 932.99 -f 934.45 f934.18 ` �- 'u_°uc - - - - - - _ RIM=932.1 SILT FENCE TW 936.00 77 � 45 - BW/TC 934.76 / - / UG 933.41 �4.15 ♦ 34.1 ' 1 ♦ �,♦ 934.60 934.61 z / I / N � ,. �°=°G-! BALE DITCH CHECK 934.26 1 0 1 I 93 88 ",rd�d a„ 934.70 934.63 93 .00 I / ~ / / j� 1 `L ► / 34. 0 /� 0 934.27 - _ ` °u-ouuc�� - ' _000000000000000 - BIO ROLL W W 4 7% 935.28 W / 11 / _ 3I ° z.o ti o .88 M 5. 1 934.10 0� / f W / 1 5 /� * ° 93�40 93 $ f s / r ti / % / ` '1 "' / ✓ I $80 1 934.58 / 933. 5 �. ou \ 16 oF INLET PROTECTION i I 934.64 934.44 ` 00 00 00 00 00 ROCK CONSTRUCTION ENTRANCE _ 32.27 93 b I 935.5 1.1% 935.50 1 ' o q5 33.2 0,5 0 0 ERF M 932.50 1 I 934.60 F E =I935.50 S W B U I L I N G / 3 64 w o i ^� � � j 935.43 1 / �� Q0 935.50 • • 34. 7 4 1934` , 932.92 ' i 933.38 i \ / .8�6 935.40 I 935.35 � o / � % I 935.50 934.88 935.45 1 1 - -_ ��' 11 cc - - - - \ 1RIP-RAP 32.97 -I _ _ ,\ = 9 5.50 F E - 935.50 1 ' \\ / �N 9 4.31 934. 2 ` ` ` 934.20 1 // it 931.94 ` ° 934 67 934.44 1 . 1 935.28 9 4.53 ` \ I _ i - 1 I 2 � o ' 933.98 STORM SEWER (SEE UTILITY PLAN) / x I\ �n ` + I, �� 934. 06 ' \ -4.1% I o l0 - 932-50- /r\ 1 932.719 ! 93 �' I A 93 �� \ \ I o �j 1 �� - �� DRAIN TILE (SEE UTILITY PLAN) - // - = - N _ _ _ \ !o. i I 935.2 35.35 NW B U I L I N G \ I m o/ Q / 93 . 932.0 / t_ _ �� , _ � _ � 1 t � \` � RETAINING WALL I - ~ N 934.81` - _ _ _ _ FFE - 93 35 10� 34.34 934.1� _ _ - TIP-OUT GUTTER Ur 932.00 _ - 931� / 4 1 . o / / a 1 = 9 1.5 / 931.88 I / 14.2 .25 s s.oi \ / / 1 - OVERFLOW ROUTE 0.5% MIN. SLOPE / a 934. 9 FE _ ( ) / i i - - F 935.35 1 - - '3 ° �. LL _ ° - - - - - - - - �32.50 I 9 i _ 931.85 / / 934.80 g34.80 / _ ® \ -0 , / 4 _ LIMITS OF DISTURBANCE 933.04 934.�5 _ - M l' W 9� -5 _ _�� / 933.1 /'1 /_ 934.60 / _ - _ _ J k\ \_ 935.25 i� / Im o O 00 _ I I °' z 932.0 / 934 - - ° .61 i - - - " 0 1_I�� I 1 IBC M 3 .20 ► �� ' -o.si / 1' FFE - 934.80 - - - \ a / 1 U-I TW 932.40� TW 2. 'a '/�� / I - - _ S E�U I L D I N G 934.80 = _ N a 1 / < I I x I II ' FM O O u 9 % 34.60 • % 1 \ �� ` 934. \ ,1 93 l�\ - I'' Ln ,,,rt - FFE = 934.8(� BW9 ,:,^� BUILD _ \ \ , - _ = o �I I �/� /� [; �� - - - �' .�• 934.60D _3 �S. / o �� / s I j Q z I� I \ ' C Ln �� 934.80 D 934.80 D \ OV \ �y34 _ \ 933.70 �, oo _ X�X ' G v ,c O -� / _ V--� v Zg n�l i irk l h /r 1/ V C 1r, ;.,.;-; ri I FF€=9�4.80 933.21 \ ♦ � / , 93��6 � �� \ �. g 9�(� 929 1 -U!!1�1�I�IA�Ai!il/ IN 934.80 D - = - I \\ 3� t��i��/,�in,��/ , - v � 931.68 �I ��i��! 929.8 (EX) �% _ 3 \ N \ 33. 0 V� I X - sy `. 934.80(D) '� fl I� \� 3 3°I° `� O DECK TYP. 934.80 D ,, w ' I . 933.75 D �\ 933. / ( \ / > _ Q 927. 932.0 ♦ ( ) 929.0(EX) o _ z = � �� ,� 111111 I IIIIIIIII �► .l,i��, ;- - X _ x_ � EDGE OF ICE MEASURED ON FLOOD PLAIN 928.651 ►� ' . �i' ., - - �3 0 - / 93 s4 1 - _ _ - - 12-05-19 � � � 934.80 D \ / / � CERTIFICATION ILDING 2\ 93 � EGG LAKE 934.80(D) i 5 9�3.10 ,VQ I hereby certify that this plan, specification, or ICE ELEVATION - OHWL EDGE OF DELINEATED - - �� \ 926.651 FLOODPLAIN FILL AREA OWHL 926.651 928.3 (Ex) \ \ \ °' I �_ / x 4 report was prepared by me or under my direct WETLAND 934.80 D \ \�33.75 \ g 4 , -931.47 I / supervision and that I am a duly Licensed (TOTAL = 3,100 C.F.) � "o FF yr5, \ Professional Engineer under the laws of the 934.80(D) 934.80 D ! C 3.� _ I State of Minnesota. 933.25-. 931170 DOCKMEM GRADES TO MATCH EXISTING BETWEEN 928.0(EX) L \ \\ \ - 931.60 -931.85 lv x BUILDING WALL (EXPOSED FOUNDATION) ,� \ \ 932.41 \ I I / (ELEVATION 934.80(D) � ,�II'I�I ,,,� \� � y � �. � I AND WETLAND LINE. MINIMIZE 927.3 (Ex) ��11I��lh vv v� v ��° 9 •76�, I x VARIABLE) BUILDING ROOF STORMWATER DISTURBANCE FOR FOUNDATION WALL 933.75 D \ \ \ 931. 5 I Signature Name: TO SURFACE DRAIN TO CONSTRUCTION AND USE TEMPORARY NO PERMANENT IMPACTS WITHIN �, \ 932�70 2.00 I MICHAEL C. AARON PERMEABLE PAVEMENT, VIA MATS FOR ACCESS ROUTE, PRIMARILY IN WETLAND AREA. MINIMIZE DISTURBANCE 933.75 (D) ` \ \ N. /' 11 I v Print Name: DOWNSPOUTS FOR DECK/DOCK CONSTRUCTION AND USE 929.0(EX) �l \ 932.70- `' I I Date: XXXXX Lic. No.: 25721 WETLAND AREAS. (TYP.) FFE 9`32.70 933 DOCK TEMPORARY MATS FOR ACCESS ROUTE, �� \� 934.80 D PRIMARILY IN WETLAND AREAS. (TYP.) \ \\\ ,( /♦ 2.31 \ 931.25 I v' ISSUE RECORD 933.75 D I � �[ �\\ / / � � \ I N0. DATE DESCRIPTION \\ I \ REMOVE (CUT) VEGETATION I \ \ � \ 0 10-22-2021 CITY SUBMITTAL ABOVE WATERLINE ALONG 932.70 D \ \ �� \I \\ \ I 1 03-18-2022 CITY RESUBMITTAL 50'+/- WIDE CORRIDOR �� \ / \ \ \\ / \ v E . AT EACH DOCK 932.70 (D) \ I\ RIM - AT (EX) 931.79 1 31.35 \ �� \ I N V 932.70 D ` `.\\ 931.5 I \S \` / \\\ \ J N V 932.26 D PAW 92�5�0 ! 1 931\24 \ \ \\ \ I > SILT T 93z�. ♦ i \ \ \ I 1 CO g 6 \ - - v T 14 ` 91J 17 930.85� 15TR�P- BW o DOCK \ (ELEVATION e - \ t 11 I IIM° I dp \\ \ "I �/ ® - - - - PROJECT INFO VARIABLE) I T � Ig �, \ \ \ « DRAWN: N. SCHAUFENBUEL 1 111 rl \ \ I `� DESIGNED: N. SCHAUFENBUEL \ I I ( 11 � I \ z`z CHECKED: P. SCHROEDER CP � uc - - PROJECT NO: 14356.00 o �-o� ) �u - o a- SHEETTITLE �� \ 00\\ II E `° OVERALL - APPROX. N RIM / \ of PowE ° 4.9 INv GRADING PLAN I�^� «� WITH GUY IR ROX. LOCATION OF RM MH SHEET -0_ - - FN\45) d27.57(PEtCFLAN) f�&C ALE F ft NEE RT CIO THIS �CQAT_" 12"RCP PIPE BENDS - _ VVASHING7.ON GRADING & EROSION CONTROL LEGEND _ PROPERTY LINE R EG - _ _ - \ 18"RCP (gggN IUq - _ -960- - - - - - PROPOSED CONTOURS (MAJOR) �ONEDg RAILRO - - - - - -964 - - - - - - PROPOSED CONTOURS MINOROG �RLIN (MINOR) 3701 WAYZATA BOULEVARD GTON NO AD EX. STTM'i-I - NORTH A TH SUITE 100 - RN RAIL EXISTING CONTOURS (MAJOR) E L 1 - 1 RIM=934.8 "� � ROq�) EXISTING CONTOURS (MINOR) MINN APO IS, MN 554 6 379 INV=929.7(E) PH: 763-475-0010 / - -�-929,6 - _ - - www.srfconsulting.com _ o - 813.56 PROPOSED SPOT ELEVATION NM o 4.46 18"RCP - _ TC = TOP OF CURB PREPARED FOR - HP/LP = HIGH/LOW POINT 934.56 �Q-�j»Q 934.51 � � - - � properties o �-_'� 9 4.39 ~ - --� �„ EX. CB D = DECK ELEVATION _ \ __ _ EX = EXISTING GROUND ELEV. BW/TC935.22 � � ° l - Na � - - - - - - - - - - - - - -�- - - �� _ » RIM=932.4 934.7 ' - �� 11 �� E M 9B 3.5 �_ _ INV=927.1 ± = MATCH EXISTING, FIELD VERIFY TW 935.79 /I i _ - RI = y ' -"� NV_ n - BW/TW = FINISHED GRADE AT DENNIS PROPERTIES ►I /} 9 e 3-60 - - D 'V) EX. CB �\ �� " LOW/HIGH SIDE OF WALL (DOES 2214 FIFTH STREET, UNIT 3, / 934`.20_E* CB - ° , � RIM-932.8 - NOT INCLUDE BURIED WALL OR CAP) WHITE BEAR LAKE, MN 55110 BW/TC 935.10- RIM=� 45. 93.6 , ° �uc- - I - - - - - - - - -` - - - - 651-247-7007 934.60 = tN - - - - - - - - _ _ EMERGENCY OVERFLOW TW936.45 / r 932.$�9 4 � � - -� � _ � EX. CB 944.50 EOF 932.57 \ l 9 u 2.0% PROPOSED SURFACE SLOPE PROJECT / 932 57/ ` 933.33 933. 7 �* \ i _ = '=\ ° -o�i_ c _ _ INV=928.1 11 1 / t \ ° __uc _ - - _ - EX. SILT FENCE 49� �32.99 �� 934.45 H 934.18 ou TW 936.00 r 4.4 _ ° - BW/TC934.76 / - / / 933.23 - 94.1�♦ - _ _ \ \_ �° co-uc I RIM=932.1 ♦ �, 934.60 934.61 ° BALE DITCH CHECK z 934.26 , / I I 93 .88 / 934-7(L 934.63 _ - _ o=uc- _ � N,rd�d a„ 47° I 1 � 34. 0 / g 934.80 / -ou ��uG�� - - ' -000000000000000 - BIO ROLL W i z.o° ti .88 9 .20 1 LU / ,1 5/ 1 3 °° 93�40✓ 1 93 6$ - - / ao ` 915.15 / _ _ �• ou / \ _ 16 oF INLET PROTECTION 9�2.27 1 93 .56 1 FF = 935.50 935.5 -1.1, 935.50~ ��o ROCK CONSTRUCTION ENTRANCE / 1 , 935.21 / o i , n 0n o� o� o� / 932.50 I 1 934.60S BU I L I NG 935.43 I I R.O.W. DEDICATION - l / / 1 - - -1 I 6 935.40 935.50 l 1 Ir i 934.88 / / / 934.89 (8 WIDE) �y , , I 1 935.50 935.45 ° / \ , RIP-RAP 32.97 i _ - - - - = 9 5.50 F E = 935.50 / 2 934 67 934.44 / 1 / STORM SEWER (SEE UTILITY PLAN) / x 931.94 934 / / TEMPORARY GRADING \ \ lD 9 - I 932.7�9 93 WITH TEMPORARY \/ \ \ 1 �� - �� DRAIN TILE (SEE UTILITY PLAN) / � , \ I _ _ _ � \ `/ /�35.21 IMPROVEMENTS. \\ i 93 / 932.0 1 - ►. ♦ 934.89 FIELD VERIFY. I �, s RETAINING WALL 932.01 ti/�32.14 I ' �I \ '+� 93 32 T I / TIP-OUT GUTTER �i � � 934.1� � - - K �~ - - - - - I / I - Ur 932.00- _ - 9 /I / 1 - - - .J_ _ _ - 9QA jloe I / LL 9 1.5 931.88 I / 14.2 .25 s s. o. _ \ 1 0 - OVERFLOW ROUTE 0.5% MIN. SLOPE z _ /n.72I 1 a 934. ( / / 1- _ _ � ( ) 1 / o b32.50 9 .11 T l \ I O i a / - _ 1 LIMITS OF DISTURBANCE 931.70 i 931.85 / - % 934.80 934.80 1 _ ® ° 01% . 1 I - - - - - - - _ 934.E W 9�15 _ - �- 933.�// / 934.b0----- -J_ _ �/ -----;-- \ �� I / - - - _ _ _ M SOIL BORING LOCATION z 00 - _ _ 1 I - O p}� nI �- ` \ I� BMW 932.0 J / 3 2093 4 ' - :ate �� o.si � -7 T_ - � SE D 1LTJt1G--- - - �t I I \ \ \ \ 1 �- %�I Imo I M _ - 934.80 D - 934.80 Q Q I TW932.40 TW 2. 1 � FFE = 9�4.80- _ � / l\I I �� \ � \ I � _ ��_ x� _ � U � - TW 31.9 9j j - FFE - 934.8d34.60 1.z� ? - - _ \ / l \ _ X - E.O BW 935 929. 1 _ _ _ - .�_ 1\ 9 4/8� I / - _j _ I ' � � __ � .♦ / / / , TEM�O•RARY�.R-A�N�\� � ` /\I � �, L L � X\ � � ' Q Z Bws.� - _ _ ! f1 ff 1 / �I N i'� l�` i, �� 934.80 D WITH TEMPORARY \ \ �_ 93 0 �i - � ;�; � , ,��I,��I+�" - I �. �- ..- I. Lam/ IMPROVEMENTS. 2 DOCK _ !,�!lil;,l;';; ;� J _ _ FIE D_VF.WY-. v� \ \ / \ \ �J O ��j-� _ 9Zy � !��;� �I II 934.80 D / Q� 20 �_ � �\ \ �\\ \ � I I (ELEVATION 9 931.E (! '�ii'�tiii 1 929.8(Ex) (TYP.) 934.80 D / ------=-_--- `ti,: \ \ \ \ / 1 \ \ I X `�- O VARIABLE 934.80 D ( ) 927.97 93n9 { ��';, ♦ 929.0 (EX) 934.80 D ` ,,, II' vn - • \ \ \\ \\ \ j L _ / 8„ ' Q \ FLOOD PLAIN 928.651 z = EDGE OF ICE MEASURED ON 934.80 D 934.80 D \� \ \ / // / I CERTIFICATION \ \ \ 12-05-19 EDGE OF DELINEATED EGG LA _ _ _ _ �� \ \ , , / ,�� / I hereby certify that this plan, specification, or \ \ . �\ = - °' 1'� �: / report was prepared by me or under my direct ICE ELEVATION = OHWL = 926.651 WETLAND OWHL 926.654 �\ \ \ \ / \ \ \ 1 / supervision and that I am a duly Licensed 934.80(D) \ \ \ \ / Professional Engineer under the laws of the GRADING, DRAINAGE, AND EROSION CONTROL NOTES 928.3 (EX) � \� \\ \ `��\ \\ `\ \ / , / \ 1 / x State of Minnesota. 1. THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO �\ w� / v THE GUIDELINES OF Cl/ASCE 38-2, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE FLOODPLAIN FILL AREA „ Signature Name: UTILITY DATA. \� \i / \ / I g (TOTAL = 3,100 C.F.) � �, � \ \ �� MICHAEL C. AARON 2. THE CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO \ `� \ \ \ /, I Print Name: COMMENCEMENT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM THE PLANS. \`��.� - \ \ \ \ / I I Date: XXXXX Lic. No.: 25721 3. CONTRACTOR TO PROVIDE ALL WORK AND MATERIALS FOR GRADING, SUBSOIL CORRECTIONS (IMPORT/EXPORT), RETAINING WALLS, DOCK \ \ \ �\� \ , I \/ I v' ISSUE RECORD TOPSOIL, EROSION CONTROL AND OTHER RELATED ITEMS. 934.80 D NO PERMANENT IMPACTS WITHIN I \ \ \ �� - I 4. SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING, OR EDGE OF PAVEMENT UNLESS GRADES TO MATCH EXISTING BETWEEN WETLAND AREA. MINIMIZE DISTURBANCE N0. DATE DESCRIPTION OTHERWISE NOTED. BUILDING WALL (EXPOSED FOUNDATION) FOR DECK/DOCK CONSTRUCTION AND USE �`•� \ \ 1� 1 3 0 10-22-2021 CITY SUBMITTAL 5. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.16 FEET. AND WETLAND LINE. MINIMIZE TEMPORARY MATS FOR ACCESS ROUTE, BUILDING ROOF STORMWATER � �� \ �\�� \� \ � 1 1 03-18-2022 CITY RESUBMITTAL RIM ELEVATIONS SHOWN ON PLANS DO NOT REFLECT SUMPED ELEVATIONS. DISTURBANCE FOR FOUNDATION WALL PRIMARILY IN WETLAND AREAS. (TYP.) TO SURFACE DRAIN TO E . 6. ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 4 INCHES OF TOP SOIL AND SEED/MULCH OR SOD. THESE AREAS SHALL BE CONSTRUCTION AND USE TEMPORARY PERMEABLE PAVEMENT, VIA \\��;\ \\ �� _ 1\ RIM MATS FOR ACCESS ROUTE, PRIMARILY IN DOWNSPOUTS \ ��\ �\ \ \� \ 1 \� INV WATERED/MAINTAINED BY THE CONTRACTOR UNTIL VEGETATION IS ESTABLISHED. STRIP, STOCKPILE, AND REDISTRIBUTE EXISTING TOPSOIL, 1 INV- AS SUITABLE. WETLAND AREAS. (TYP.) \\�`: / \ �� \ ` \ \ \ \ 1 a SILT 7. FOR SITE RETAINING WALLS "TW" EQUALS SURFACE GRADE AT TOP FACE OF WALL (NOT TOP OF WALL), "GW" EQUALS SURFACE GRADE AT \ � `\ \ c \ / \ \ I ° ° .� WALL GRADE TRANSITION, AND "BW" EQUALS SURFACE GRADE AT BOTTOM FACE OF WALL (NOT BOTTOM OF BURIED WALL COURSES). 18. CONTRACTOR SHALL INSTALL ALL EROSION CONTROL MEASURES PRIOR TO COMMENCING GRADING ACTIVITIES AND SHALL MAINTAIN SAID �\ \ _ \ \ 1 _ CO MEASURES FOR DURATION OF CONSTRUCTION ACTIVITIES. UPON ESTABLISHMENT OF TURF, THE CONTRACTOR SHALL REMOVE THE 8. STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS EROSION CONTROL MEASURES AND DISPOSE OF OFF SITE. AND HOLIDAYS. A REGULAR SWEEPING SCHEDULE MUST BE ESTABLISHED. 15TR�f'- 19. CONTRACTOR TO PREVENT DIRT AND/OR DEBRIS FROM ENTERING STORM SEWER OR BEING TRANSPORTED OFF SITE IN AN UNCONTROLLED \ I \ \ 9. DUST SHALL BE ADEQUATELY CONTROLLED. \ I \ \ II - MANOR. CONTRACTOR TO VERIFY AT PROJECT CLOSEOUT THAT STORM SEWER SYSTEM IS CLEAR OF SEDIMENT AND/OR DEBRIS AND IS REMOVE (CUT) VEGETATION \ \ ;�\ 1 I � 10. ALL SLOPES 1:3 (V:H) OR GREATER REQUIRED TO RECEIVE SURFACE EROSION CONTROL WHETHER IT IS INDICATED ON THE PLAN OR NOT: FULLY FUNCTIONAL. ABOVE WATERLINE ALONG \ \ \ I xl / ° PROJECT INFO MAINTAIN SHEET FLOW AND MINIMIZE RILLS AND/OR GULLIES. 20. CONTRACTOR SHALL PROVIDE REQUIRED EROSION CONTROL MONITORING, PER REQUIREMENTS AND CERTIFICATION, TO INSPECT AND % / \ 50 +/- WIDE CORRIDOR � � � � N \ � � DRAWN: N. SCHAUFENBUEL 11. ALL STORM DRAINS AND INLETS MUST BE PROTECTED UNTIL ALL SOURCES OF POTENTIAL DISCHARGE ARE STABILIZED. DOCUMENT ALL EROSION CONTROL MEASURES WEEKLY (EVERY 7 DAYS) AND AFTER EVERY 0.5 INCH RAINFALL EVENT, PER REQUIREMENTS. AT EACH DOCK �\ I / / \ `� CONTRACTOR TO PROVIDE CORRECTIVE MEASURES IMMEDIATELY FOR ANY NON-COMPLIANCE OBSERVATIONS. I I DESIGNED: N. SCHAUFENBUEL 12. TEMPORARY SOIL STOCKPILES MUST HAVE EFFECTIVE SEDIMENT CONTROL AND CAN NOT BE PLACED IN SURFACE WATERS OR STORM \ I I I \ z z WATER CONVEYANCE SYSTEMS. TEMPORARY STOCKPILES WITHOUT SIGNIFICANT AMOUNT OF SILT, CLAY, OR ORGANIC COMPOUNDS ARE 21. ALL DISTURBED NON-PAVED AREAS SHALL RECEIVE TEMPORARY PROTECTION OR PERMANENT COVER WITHIN 14 DAYS OF DISTURBANCE \ I I I I < < < I' o CHECKED: P. SCHROEDER / I \ II II 11= II � _ EXEMPT EX: CLEAN AGGREGATE STOCK PILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES. OPERATIONS. \ II I �, I I �°' uc - - - PROJECT NO: 14356.00 u 13. FINAL STABILIZATION REQUIRES THAT ALL SOIL DISTURBING ACTIVITIES HAVE BEEN COMPLETED AND THAT DISTURBED AREAS ARE 22. WHEN TRAPPED SEDIMENT REACHES 1/3 OF THE HEIGHT OF SILT FENCE, IT SHALL BE REMOVED AND PROPERLY DISPOSED OF BY THE w - ou �- ou 'ol = STABILIZED BY A UNIFORM PERENNIAL VEGETATIVE COVER WITH 70% OF THE EXPECTED FINAL DENSITY, AND THAT ALL PERMANENT CONTRACTOR. �\ I I / \ I �o � Y SHEET TITLE PAVEMENTS HAVE BEEN INSTALLED. ALL TEMPORARY BMP'S SHALL BE REMOVED, DITCHES STABILIZED, AND SEDIMENT SHALL BE REMOVED 23. CATCH BASIN SEDIMENT FILTER SACKS SHALL BE CLEANED WHEN SEDIMENT REACHES 1/3 THE CAPACITY OF THE SACK. I I / / I\ ) I � FROM PERMANENT CONVEYANCES AND SEDIMENTATION BASINS IN ORDER TO RETURN THE POND/BASIN TO DESIGN CAPACITY. I \ I I 24. WHEN SEDIMENT IS TRACKED ON TO PAVED SURFACES IT SHALL BE REMOVED WITHIN 24 HOURS OF DISCOVERY. I `w I o, I N E CO 14. THE WATERSHED DISTRICT OR THE CITY MAY HAVE REQUIREMENTS FOR INSPECTIONS VERIFYING PROPER CONSTRUCTION OF THE BEST / / \ \ I / PHASE 1 - MANAGMENT PRACTICES (BMP) -THE MORE RESTRICTIVE REQUIREMENT SHALL APPLY. 25. ANY SEDIMENT FROM THE CONSTRUCTION SITE THAT ACCUMULATES ON OR OFF THE OWNER'S PROPERTY SHALL BE REMOVED BY THE 1 APPROX. _ N RIM 15. SEE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) NOTES AND DETAILS FOR ADDITIONAL EROSION CONTROL NOTES AND CONTRACTOR AT HIS/HER EXPENSE. ANY DAMAGE THAT OCCURS FROM THE ACCUMULATED SEDIMENT OR FROM THE CONTRACTOR'S ICI / \ OF POWE 0 7.9 INV GRADING PLAN >, REMOVAL OF THE SEDIMENT SHALL BE REPAIRED BY THE CONTRACTOR AT HIS/HER EXPENSE. > /� i // . \ \«� WITH GUY IR REQUIREMENTS. CONTRACTOR SHALL PROVIDE ALL REQUIRED EROSION CONTROL PERMITS/FEES, INSPECTORS, INSPECTIONS, AND `5 " DOCUMENTATION. PLAN REPRESENTS MINIMAL EROSION CONTROL, CONTRACTOR TO PROVIDE ADDITIONAL MEANS AND METHODS FOR 26. ALL EXCAVATIONS MUST COMPLY WITH THE REQUIREMENTS OF OSHA 29 CFR, PART 1926, SUBPART P, "EXCAVATIONS AND THE PROJECT AS NECESSARY TO MAINTAIN COMPLIANCE. TRENCHES." THIS DOCUMENT STATES THAT EXCAVATION SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. , \ \ 1\ - _ \- - -9-34-- _ _ - _ AROX. R LOCATION OF SHEET 16. CONTRACTOR TO PROVIDE ALL SUBGRADE SOIL CORRECTIONS, INCLUDING REMOVAL OF SUBGRADE DEBRIS, FOR PROJECT IMPROVEMENTS 27. THE CONTRACTOR MUST COMPLY WITH THE REQUIREMENTS OF THE PROJECT SPECIFIC STORM WATER POLLUTION PREVENTION PLAN. SUCH AS BUILDING, PAVEMENT, UTILITY, RETAINING WALLS, AND OTHER RELATED ITEMS. REFER TO THE RECOMMENDATIONS IN THE TEMPORARY STORMWATER IMPROVEMENTS SHALL BE PROVIDED UNTIL THE PERMANENT IMPROVEMENTS ARE ESTABLISHED. \ _ - - - FNV�, d27.57(PEtCFLAN) GEOTECHNICAL REPORT FOR ANY ADDITIONAL SITE PREPARATION INFORMATION OR REQUIREMENTS. CONTRACTOR TO DESIGN AND SUBMIT ALL TEMPORARY STORMWATER ITEMS FOR ENGINEER APPROVAL. 17. IF GROUNDWATER IS PRESENT IN THE EXCAVATION, OR IF THE EXPOSED SOILS ARE WET AND UNSTABLE, CONTACT THE OWNER OR 28. CONTRACTOR TO PROVIDE ALL SURVEY CONSTRUCTION STAKING. I�&C At-E FftNME$ C11 ENGINEER FOR A RECOMMENDATION FROM THE GEOTECHNICAL ENGINEER. THIS �CC.AT_" 12"RCP PIPE BENDS VVASHING TEMPORARY EROSION GRADING & EROSION CONTROL LEGEND CONTROL SUMMARYTD PROPERTY LINE FS R F NR - T EGA SILT FENCE: 2,360 LF \ y (ABANDONED Ag ONA 96o PROPOSED CONTOURS (MAJOR) ANDp L R NED 13UR AIL R BIO ROLL: 950 LF 964 PROPOSED CONTOURS (MINOR) �► \ - � LINpTpN O/q D3701 WAYZATA BOULEVARD \ _ - NORTHE AU-rljo SUITE 100 RN RAID INLET PROTECTION: 6 EACH EXISTING CONTOURS (MAJOR) E L 1 - 1 RAILROAD) R�T� MINN APO IS, MN 554 6 379 EXISTING CONTOURS (MINOR) PH: 763-475-0010 ROCK CONSTRUCTION ENTRANCE: 1 EACH www.srfconsulting.com ROCK CONSTRUCTION EROSION CONTROL BLANKET: 8,060 SY SILT FENCE PREPARED FOR r ENTRANCE _ �n � � -000000000000000 - DEHLJ� 3 � • � ; e � BIO ROLL �� properties SEE LANDSCAPE PLAN FOR + + ' = - ► o _ _ _ _ _ _ ADDITIONAL EROSION + + f - - - - - - - - - -� _ r +� + + + + \ \ P0 op INLET PROTECTION CONTROL INFO INCLUDING , _ • •+' + + - _ _ DENNIS PROPERTIES LANDSCAPE BEDS WITH D 00 00 00 0n 00 ROCK CONSTRUCTION ENTRANCE SHREDDED HARDWOOD _ 'I� + + + '+ '+ . • +- IU) �� 2214 FIFTH STREET, UNIT 3, MULCH / + + + + + + + - - - - - _ WHITE BEAR LAKE, MN 55110 651-247-7007 MnDOT SEED MIX 34-171 (WETLAND loo - - + + + �, \ \ REHABILITATION) W/EROSION CONTROL BLANKET PROJECT 100 + + + + + SALT-TOLERANT SOD _ \ \ i0, y \ \ \ \ I MnDOT SEED MIX 25-131 Z - , _ _ COMMERCIAL TURF) W/EROSION \ / 7�' 1 / - ' - - CONTROL BLANKET W \ / �� or_ RIP-RAP �� STORM SEWER (SEE UTILITY PLAN) _ S BU I L I NG �� 1 R.O.W. DEDICATION (8' WIDE) �� \ � DRAIN TILE (SEE UTILITY PLAN) R:1- / \\ �I �- ' If I - - - -•'\ / / l\ - - - - \ \ \ // � � i RETAINING WALL O \ < M _ /� _ - �- _ I \ I TWIN / LL LU � I O I FM 00 M T 11)- - X -_ _ ___ _ _ _ - Ln z LL� j < O -1 ♦ - 000ppppO 1 O 7° ` O _ DECK (TYP.) - - _ - - - - \ / ® x � 0 DOCK 0.°�000 00,0 \ L - e Z 2 00 0 FLOOD PLAIN 928.651 '00-0 0000C o 0 0 °° EDGE OF ICE MEASURED ON � ° �0 CERTIFICATION d � 1 � EGG LA E EDGE OF DELINEATED ` - '� o / I hereby certify that this plan, specification, or 12-05-19 _ _ �� WETLAND OWHL 926. 51 �- 'VO - °' � I / x report was prepared by me or under my direct _ ICE ELEVATION - OHWL - 926.651 / I / supervision and that I am a duly Licensed EROSION CONTROL NOTES FLOOD PLAIN 928.651 0 / ^ \ I // Professional Engineer under the laws of the State of Minnesota. o � - x 1. THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF Cl/ASCE 38-2, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE DOCK 00000000 0 UTILITY DATA." � ° ° ° , o O I x Signature Name: o I I NO PERMANENT IMPACTS WITHIN _ MICHAEL C. AARON 2. THE CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO 0\ I i Print Name: COMMENCEMENT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS WETLAND AREA. MINIMIZE DISTURBANCE FROM THE PLANS. FOR DECK/DOCK CONSTRUCTION AND USE oo ` ' I i Date: XXXXX Lic. No.: 25721 SILT FENCE AT WETLAND 3. CONTRACTOR TO PROVIDE ALL WORK AND MATERIALS FOR GRADING, SUBSOIL CORRECTIONS (IMPORT/EXPORT), RETAINING WALLS, TEMPORARY MATS FOR ACCESS ROUTE, LINE AND AS SHOWN ' I ISSUE RECORD TOPSOIL, EROSION CONTROL AND OTHER RELATED ITEMS. GRADES TO MATCH EXISTING BETWEEN PRIMARILY IN WETLAND AREAS. (TYP.) I I ID I� I ISS DATE DESCRIPTION 4. SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING, OR EDGE OF PAVEMENT UNLESS BUILDING WALL (EXPOSED FOUNDATION) I °.O \ OTHERWISE NOTED. AND WETLAND LINE. MINIMIZE ��g O o` BUILDING ROOF STORMWATER BIO-LOGS IN WETLAND AREA AS o 10-22-2021 CITY SUBMITTAL 5. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.16 FEET. DISTURBANCE FOR FOUNDATION WALLS ��b� � I 1 03-18-2022 CITY RESUBMITTAL RIM ELEVATIONS SHOWN ON PLANS DO NOT REFLECT SUMPED ELEVATIONS. CONSTRUCTION AND USE TEMPORARY TO SURFACE DRAIN SECONDARY PROTECTION, `\ ; % \ PERMEABLE PAVEMENT, VIA MINIMUM 5 CLEAR TO SILT 6. ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 4 INCHES OF TOP SOIL AND SEED/MULCH OR SOD. THESE AREAS SHALL BE MATS FOR ACCESS ROUTE, PRIMARILY IN \ o I \ WATERED/MAINTAINED BY THE CONTRACTOR UNTIL VEGETATION IS ESTABLISHED. STRIP, STOCKPILE, AND REDISTRIBUTE EXISTING TOPSOIL, WETLAND AREAS. (TYP.) DOWNSPOUTS FENCE, AND RELOCATED, ASREQUIRED, FOR DECK/DOCK AS SUITABLE. 7. FOR SITE RETAINING WALLS "TW" EQUALS SURFACE GRADE AT TOP FACE OF WALL (NOT TOP OF WALL), "GW" EQUALS SURFACE GRADE AT CONSTRUCTION WALL GRADE TRANSITION, AND "BW" EQUALS SURFACE GRADE AT BOTTOM FACE OF WALL (NOT BOTTOM OF BURIED WALL COURSES). 18. CONTRACTOR SHALL INSTALL ALL EROSION CONTROL MEASURES PRIOR TO COMMENCING GRADING ACTIVITIES AND SHALL MAINTAIN SAID \ \ I CO - 8. STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS MEASURES FOR DURATION OF CONSTRUCTION ACTIVITIES. UPON ESTABLISHMENT OF TURF, THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES AND DISPOSE OF OFF SITE. \ b / '•> - - \ - AND HOLIDAYS. A REGULAR SWEEPING SCHEDULE MUST BE ESTABLISHED. � `� i � �• ' -93-4- - 9. DUST SHALL BE ADEQUATELY CONTROLLED. 19. CONTRACTOR TO PREVENT DIRT AND/OR DEBRIS FROM ENTERING STORM SEWER OR BEING TRANSPORTED OFF SITE IN AN UNCONTROLLED \\ \ �� ; • " MANOR. CONTRACTOR TO VERIFY AT PROJECT CLOSEOUT THAT STORM SEWER SYSTEM IS CLEAR OF SEDIMENT AND/OR DEBRIS AND IS \° • '� 10. ALL SLOPES 1:3 (V:H) OR GREATER REQUIRED TO RECEIVE SURFACE EROSION CONTROL WHETHER IT IS INDICATED ON THE PLAN OR NOT: FULLY FUNCTIONAL. \ OQ PROJECT INFO MAINTAIN SHEET FLOW AND MINIMIZE RILLS AND/OR GULLIES. 20. CONTRACTOR SHALL PROVIDE REQUIRED EROSION CONTROL MONITORING, PER REQUIREMENTS AND CERTIFICATION, TO INSPECT AND REMOVE (CUT) VEGETATION �0 ABOVE WATERLINE ALONG `\ b 1 = DRAWN: N. SCHAUFENBUEL M 11. ALL STORM DRAINS AND INLETS MUST BE PROTECTED UNTIL ALL SOURCES OF POTENTIAL DISCHARGE ARE STABILIZED. DOCUMENT ALL EROSION CONTROL MEASURES WEEKLY (EVERY 7 DAYS) AND AFTER EVERY 0.5 INCH RAINFALL EVENT, PER REQUIREENT � 'FONDANTAVE N CONTRACTOR TO PROVIDE CORRECTIVE MEASURES IMMEDIATELY FOR ANY NON-COMPLIANCE OBSERVATIONS. 5O'+/- WIDE CORRIDOR \ o DESIGNED: N. SCHAUFENBUEL 12. TEMPORARY SOIL STOCKPILES MUST HAVE EFFECTIVE SEDIMENT CONTROL AND CAN NOT BE PLACED IN SURFACE WATERS OR STORM - WATER CONVEYANCE SYSTEMS. TEMPORARY STOCKPILES WITHOUT SIGNIFICANT AMOUNT OF SILT, CLAY, OR ORGANIC COMPOUNDS ARE 21. ALL DISTURBED NON-PAVED AREAS SHALL RECEIVE TEMPORARY PROTECTION OR PERMANENT COVER WITHIN 14 DAYS OF DISTURBANCE AT EACH DOCK \00 i � ' CHECKED: P. SCHROEDER EXEMPT EX: CLEAN AGGREGATE STOCK PILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES. OPERATIONS. \0' / - - - - PROJECT NO: 14356.00 13. FINAL STABILIZATION REQUIRES THAT ALL SOIL DISTURBING ACTIVITIES HAVE BEEN COMPLETED AND THAT DISTURBED AREAS ARE 22. WHEN TRAPPED SEDIMENT REACHES 1/3 OF THE HEIGHT OF SILT FENCE IT SHALL BE REMOVED AND PROPERLY DISPOSED OF BY THE b� STABILIZED BY A UNIFORM PERENNIAL VEGETATIVE COVER WITH 70% OF THE EXPECTED FINAL DENSITY, AND THAT ALL PERMANENT CONTRACTOR. d� i i SHEET TITLE PAVEMENTS HAVE BEEN INSTALLED. ALL TEMPORARY BMP'S SHALL BE REMOVED, DITCHES STABILIZED, AND SEDIMENT SHALL BE REMOVED 0 FROM PERMANENT CONVEYANCES AND SEDIMENTATION BASINS IN ORDER TO RETURN THE POND/BASIN TO DESIGN CAPACITY. 23. CATCH BASIN SEDIMENT FILTER SACKS SHALL BE CLEANED WHEN SEDIMENT REACHES 1/3 THE CAPACITY OF THE SACK. 0 IT SHALL BE REMOVED WITHIN 24 HOURS OF DISCOVERY WHEN SEDIMENT IS TRACKED ON TO PAVED SURFACES, . 14. THE WATERSHED DISTRICT OR THE CITY MAY HAVE REQUIREMENTS FOR INSPECTIONS VERIFYING PROPER CONSTRUCTION OF THE BEST 24. O O � MANAGMENT PRACTICES (BMP) -THE MORE RESTRICTIVE REQUIREMENT SHALL APPLY. 25. ANY SEDIMENT FROM THE CONSTRUCTION SITE THAT ACCUMULATES ON OR OFF THE OWNER'S PROPERTY SHALL BE REMOVED BY THE 0 PHASE 1 - EROSION 15. SEE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) NOTES AND DETAILS FOR ADDITIONAL EROSION CONTROL NOTES AND CONTROL PLAN CONTRACTOR AT HIS/HER EXPENSE. ANY DAMAGE THAT OCCURS FROM THE ACCUMULATED SEDIMENT OR FROM THE CONTRACTOR'S b00 i \ REMOVAL OF THE SEDIMENT SHALL BE REPAIRED BY THE CONTRACTOR AT HIS/HER EXPENSE. REQUIREMENTS. CONTRACTOR SHALL PROVIDE ALL REQUIRED EROSION CONTROL PERMITS/FEES, INSPECTORS, INSPECTIONS, AND \ DOCUMENTATION. PLAN REPRESENTS MINIMAL EROSION CONTROL, CONTRACTOR TO PROVIDE ADDITIONAL MEANS AND METHODS FOR 26. ALL EXCAVATIONS MUST COMPLY WITH THE REQUIREMENTS OF OSHA 29 CFR, PART 1926, SUBPART P, "EXCAVATIONS AND THE PROJECT AS NECESSARY TO MAINTAIN COMPLIANCE. TRENCHES." THIS DOCUMENT STATES THAT EXCAVATION SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 0 \ \ - - _ - - SHEET 16. CONTRACTOR TO PROVIDE ALL SUBGRADE SOIL CORRECTIONS, INCLUDING REMOVAL OF SUBGRADE DEBRIS, FOR PROJECT IMPROVEMENTS 27. THE CONTRACTOR MUST COMPLY WITH THE REQUIREMENTS OF THE PROJECT SPECIFIC STORM WATER POLLUTION PREVENTION PLAN. 9�3 _ _ SUCH AS BUILDING, PAVEMENT, UTILITY, RETAINING WALLS, AND OTHER RELATED ITEMS. REFER TO THE RECOMMENDATIONS IN THE TEMPORARY STORMWATER IMPROVEMENTS SHALL BE PROVIDED UNTIL THE PERMANENT IMPROVEMENTS ARE ESTABLISHED. 0 \ \ _ _ 0 30 60 GEOTECHNICAL REPORT FOR ANY ADDITIONAL SITE PREPARATION INFORMATION OR REQUIREMENTS. CONTRACTOR TO DESIGN AND SUBMIT ALL TEMPORARY STORMWATER ITEMS FOR ENGINEER APPROVAL. O 17. IF GROUND WATER IS PRESENT IN THE EXCAVATION, OR IF THE EXPOSED SOILS ARE WET AND UNSTABLE, CONTACT THE OWNER OR 28. CONTRACTOR TO PROVIDE ALL SURVEY CONSTRUCTION STAKING. SCALE IN FEET C382 ENGINEER FOR A RECOMMENDATION FROM THE GEOTECHNICAL ENGINEER. 29. STABILIZE AREA ADJACENT TO PERMEABLE PAVEMENT IMMEDIATELY TO REDUCE RISK OF CLOGGING. 1 = 30' STORM WATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE 11. IT IS NOT ANTICIPATED THAT POLYMERS, FLOCCULANTS OR OTHER SEDIMENTATION TREATMENT CHEMICALS SHALL BE USED. HOWEVER, IF THE USE OF SUCH CHEMICALS BECOMES NECESSARY TO COMPLY WITH PERMIT SRF PROJECT DESCRIPTION/LOCATION AND SCOPE REQUIREMENTS, IT SHALL BE IN ACCORDANCE WITH THE NPDES PERMIT. 3701 WAYZATA BOULEVARD SEE COVER SHEET FOR LOCATION MAP AND PROJECT NUMBERS. SEE BELOW FOR OVERVIEW MAP AND CONSTRUCTION LIMITS. PERMANENT STORMWATER BEST MANAGEMENT PRACTICES(BMPS) UTILIZED ON THE PROJECT INCLUDE POLLUTION PREVENTION NOTES SUITE 100 POROUS PAVEMENT. MINNEAPOLIS, MN 55416-3791 1. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS REGARDING POLLUTION PREVENTION MANAGEMENT DURING CONSTRUCTION,WHICH SHALL INCLUDE, BUT NOT BE LIMITED TO, PROVIDING THE FOLLOWING (ITEMS PH: 763-475-0010 SPECIAL AND IMPAIRED WATERS LISTED ARE INCIDENTAL): www.srfconsulting.com THERE ARE NO SPECIAL/IMPAIRED WATERS LOCATED WITHIN ONE MILE OF THE PROJECT LIMITS AND RECEIVE RUNOFF FROM THE PROJECT SITE. A. WASHOUT AREAS FOR CONCRETE,STUCCO, PAINT, FORM RELEASE OILS,CURING COMPOUNDS AND OTHER CONSTRUCTION MATERIALS FOR USE BY ALL SUBCONTRACTORS AND MATERIAL TESTING PERSONNEL. LOCATION PREPARED FOR ENVIRONMENTALLY SENSITIVE AREAS OF WASHOUT AREAS SHALL BE IDENTIFIED BY SIGNAGE AND SHALL BE AT LEAST 200 FT. FROM SITE MANAGEMENT PLAN REQUIREMENT AREAS(IF APPLICABLE)OR ENVIRONMENTALLY SENSITIVE AREAS,AND UTILIZE A 1 --, ALL ENVIRONMENTALLY SENSITIVE AREAS, INCLUDING WETLANDS,ARE LABELED AS"ENVIRONMENTALLY SENSITIVE AREAS" IN THE PLANS. LEAK PROOF CONTAINMENT FACILITY OR IMPERMEABLE LINER THAT PREVENTS RUNOFF ONTO ADJACENT SOILS.AN ENGINEERED COLLECTION SYSTEM CAN ALSO BE USED IF IT IS APPROVED BY THE PROJECT ENGINEER. �)[�Lfll� ,[ � LONG TERM MAINTENANCE AND OPERATION B. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE PROJECT ENGINEER FOR A CHEMICAL STORAGE AREA AND SHALL DESIGNATE AN AREA FOR FUELING AND MINOR MAINTENANCE OF CONSTRUCTION VEHICLES prope-rtics LONG TERM MAINTENANCE AND OPERATION OF BMPS WILL BE PERFORMED BY THE OWNER. (INCLUDING WASHING)WITH MEANS TO CAPTURE ANY FUEL SPILLS. RUNOFF SHALL BE CONTAINED IN A TEMPORARY SEDIMENT BASIN OR OTHER EFFECTIVE CONTROL AND ALL WASTE GENERATED SHALL BE PROPERLY SWPPP DEVELOPMENT AND MAINTENANCE DISPOSED OF. NO ENGINE DEGREASING IS ALLOWED ON SITE. DENNIS PROPERTIES THIS SWPPP WAS PREPARED BY PERSONNEL WHO ARE CERTIFIED IN THE DESIGN OF CONSTRUCTION SWPPPS.COPIES OF THE CERTIFICATIONS ARE AVAILABLE UPON REQUEST. C. SOLID WASTE COLLECTION AND REMOVAL. 2214 FIFTH STREET, UNIT 3, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A CERTIFIED EROSION AND SEDIMENT CONTROL SUPERVISOR WHO SHALL BE RESPONSIBLE FOR FINALIZING,CERTIFYING,AND MAINTAINING THE SWPPP DOCUMENT AND D. SECONDARY CONTAINMENT FOR STORAGE OF HAZARDOUS MATERIALS. WHITE BEAR LAKE, MN 55110 OVERSEEING THE IMPLEMENTATION OF THE SWPPP. SEE BELOW FOR ADDITIONAL REQUIREMENTS. CERTIFIED SWPPP DESIGNER CONTACT:SRF-LISA BREU 763-452-4707. 651-247-7007 E. SECURED HAZARDOUS WASTE STORAGE CONTAINERS IN ADDITION, EACH CONTRACTOR OR SUBCONTRACTOR THAT PLACES EROSION OR SEDIMENT CONTROL DEVICES AS LISTED IN MNDOT SPECIFICATION 2573 SHALL PROVIDE AT LEAST ONE CERTIFIED INSTALLER AS INDICATED IN THE MNDOT SPECIFICATION. F. CHEMICAL SPILL KITS(SHALL BE PROVIDED AT EACH LOCATION WHERE CHEMICALS ARE USED OR STORED AND ANY LOCATION WHERE VEHICLES ARE FUELED OR MAINTAINED). PROJECT SWPPP AMENDMENTS G. PORTABLE RESTROOM FACILITIES THAT ARE ANCHORED TO PREVENT TIPPING THE SWPPP SHALL BE AMENDED WHEN: 2. CHEMICALS SHALL BE KEPT IN A SECURE STORAGE AREA WITH RESTRICTED ACCESS IN SEALED CONTAINERS WHEN NOT IN USE. RETURN ALL CHEMICALS TO THE DESIGNATED STORAGE AREA BY THE END OF THE DAY UNLESS A. THERE IS A CHANGE IN DESIGN, CONSTRUCTION, OPERATION, MAINTENANCE,WEATHER OR SEASON HAVING A SIGNIFICANT EFFECT ON DISCHARGE OF POLLUTANTS. INFEASIBLE. CHEMICAL STORAGE CONTAINERS SHALL HAVE SECONDARY CONTAINMENT WHEN BEING USED OR STORED ON THE PROJECT SITE,AND PRODUCTS OR CHEMICALS THAT MAY LEACH POLLUTANTS SHALL BE UNDER z COVER(PLASTIC SHEETING OR TEMPORARY ROOF).CHEMICAL SPILLS OF ANY KIND(OIL, FUEL, FERTILIZER, ETC.)SHALL BE CLEANED UP AND REMOVED FROM THE SITE IMMEDIATELY.THE CONTRACTOR SHALL HAVE A SPILL KIT ON B. INSPECTIONS INDICATE THE SWPPP IS NOT EFFECTIVE. SITE AT ALL TIMES. W C. A WATER QUALITY STANDARD CHANGES AND THE MPCA DETERMINES THE SWPPP SHALL BE AMENDED TO COMPLY. W A DESCRIPTION OF ANY CHANGE TO THE SWPPP,ALONG WITH THE DATE AND NAME OF THE REVISION SHALL BE RECORDED AND INCLUDED WITH THE SWPPP AND RETAINED ON SITE. THE OWNER SHALL RETAIN ALL RECORDS AFTER COMPLETION OF THE PROJECT. SITE PLANS THE CONTRACTOR SHALL PREPARE AND SUBMIT A SITE MANAGEMENT PLAN FOR CONCRETE MANAGEMENT,CONCRETE SLURRY APPLICATION AREAS,WORK IN AND NEAR AREAS OF ENVIRONMENTAL SENSITIVITY, DEWATERING lD AREAS, AREAS IDENTIFIED AS"SITE MANAGEMENT PLAN AREAS"AND AS REQUESTED BY THE PROJECT ENGINEER. SUBMIT ALL SITE MANAGEMENT PLANS IN WRITING AND ALLOW A MINIMUM OF 7 DAYS FOR REVIEW BY THE PROJECT ENGINEER. WORK SHALL NOT BE ALLOWED TO COMMENCE IF A SITE MANAGEMENT PLAN IS REQUIRED UNTIL ACCEPTANCE HAS BEEN GRANTED BY THE PROJECT ENGINEER. O ENVIRONMENTAL REVIEW THE REQUIREMENTS OF RICE CREEK WATERSHED DISTRICT AND THE CITY OF HUGO ARE SATISFIED BY THE PERMANENT BMPS LISTED ABOVE AND THE TEMPORARY MEASURES INCLUDED. THERE ARE NO ADDITIONAL STORMWATER MITIGATION MEASURES REQUIRED AS A RESULT OF AN ENVIRONMENTAL,ARCHAEOLOGICAL OR AGENCY REVIEW. DRINKING WATER SOURCE MANAGEMENT AREA(DWSMA), EMERGENCY RESPONSE AREA(ERA),AND KARST REGIONS Q THE PROJECT IS NOT LOCATED IN A ERA OR KARST AREA.THE PROJECT IS LOCATED IN A DWSMA WITH HIGH VULNERABILITY,THOUGH GROUNDWATER IS CONNECTED TO EGG LAKE. SOIL TYPES SOIL TYPES FOUND ON THIS PROJECT CAN BE CHARACTERIZED AS POORLY GRADED SAND, POORLY GRADED SAND WITH SILT,AND SILTY SAND. (D SEE SPECIAL PROVISIONS FOR ADDITIONAL WATER RELATED PERMITS SUCH AS WATERSHED DISTRICT PERMITS,WETLAND PERMITS,CITY PERMITS OR DNR PERMITS. Z LL LAND FEATURE CHANGE O LAND FEATURE CHANGES ARE ANTICIPATED WITH THIS PROJECT TO ACCOMMODATE THE PROPOSED BUILDINGS,ADJACENT DRIVEWAYS AND PARKING AREAS. TOTAL DISTURBED AREA= 3.88 AC EXISTING IMPERVIOUS AREA= 0.00 AC (PRE-DEMOLITION IMPERVIOUS AREA= 1.88 AC) W PROPOSED IMPERVIOUS AREA= 3.45 AC O z 00 INCREASED IMPERVIOUS AREA= 3.45 AC (INCREASE FROM PREVIOUS DEVELOPMENT= 1.57 AC, PERMEABLE PAVEMENT=1.58 AC) I= M PROJECT CONTACTS O THE OWNER AND CONTRACTOR ARE RESPONSIBLE FOR THE IMPLEMENTATION OF THE SWPPP AND INSTALLATION, INSPECTION,AND MAINTENANCE OF THE EROSION PREVENTION AND SEDIMENT CONTROL BMPS BEFORE, DURING U Lin AND AFTER CONSTRUCTION UNTIL THE NOTICE OF TERMINATION HAS BEEN FILED. z 5� Z `rt N Oneka - • z ORGANIZATION CONTACT NAME PHONE _ �'c a j 121 , Lake a Q SRF CONSULTING GROUP(CONSULTANT) MIKE AARON 763-475-0010 N Z< MINNESOTA DNR PETER LEETE 651-366-3634 a - 1oa MPCA DUTY OFFICER 24 HOUR EMERGENCY NOTIFICATION: 651-649-5451 e e`L fh NO 800-422-0798 �Qa "� Heri[a eP O am° 15"hW. � /� O L.f_ �,eritage P KW Y N ^ry a<nh �3. .J O kWY N O 6 Ta e° yy LOCATION OF SWPPP REQUIREMENTS 114 20 ta z o- emm D� R ; �_ THE REQUIRED SWPPP ELEMENTS MAY BE LOCATED IN MANY PLACES WITHIN THE PLAN SET AS WELL AS IN THE SPECIAL PROVISIONS CONSTRUCTION DIARIES ARE ON FILE WITH THE PROJECT OWNER. THERE MAY BE ADDITIONAL _ ,Empire DR m s m F ya = REQUIRED SWPPP ELEMENTS INCLUDED ON THE PROJECT THAT ARE NOT LISTED ON THIS SHEET. IN ADDITION,THE MINNESOTA NPDES/SDS CONSTRUCTION STORMWATER PERMIT SHOULD BE REVIEWED AND CONSULTED BY THE ; E E mp ess a °p� O" z \"- �p � g °�WTrcmaa EROSION AND SEDIMENT CONTROL SUPERVISOR. ! ` p :LLB F-�E CERTIFICATION SITE MAPS AND DESIGN CALCULATIONS ,�• w Fe°°ho I hereby certify that this plan, specification, or .�• report was prepared by me or under my direct IN ADDITION TO WHAT IS LOCATED WITHIN THIS PLAN,SITE MAPS AND BMP DESIGN CALCULATIONS ARE AVAILABLE UPON REQUEST. PLEASE CONTACT THE ENGINEER OF RECORD WITH ANY QUESTIONS REGARDING THE SITE MAPS i' 7. supervision and that I am a dulyLicensed 6.Farnham DR N - � o OR CALCULATIONS. 8.Empr-sFomst IDRN m Professional Engineer under the laws of the 9.Farnham Ave 10. E= sAVEN A m = State of Minnesota. 11. Rose"mar `NAY 2.Mercantile DR N GENERAL SWPPP NOTES FOR CONSTRUCTION ACTIVITY . 1_ 18 1`1142rd St Fa It Dr 2 19„�v ' 1�9, 11811 7 I a �JON 15011 o I I -y 119120 If N1 afa0 104 1. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH ALL ASPECTS OF THE NPDES CONSTRUCTION STORMWATER PERMIT AT ALL TIMES UNTIL THE NOTICE OF TERMINATION (NOT) HAS BEEN FILED WITH THE obinLn I 10ate DR ❑ 3 era HUG® MPCA(FORM IS AVAILABLE FROM MPCA WEBSITE). THE CONTRACTOR SHALL DEVELOP A CHAIN OF COMMAND WITH ALL OPERATORS ON THE SITE TO ENSURE THAT THE SWPPP SHALL BE IMPLEMENTED AND STAY IN EFFECT er-1,Av.N ma 1� ,I n 19 l 149th Sty g n ate DR nW°odAVE i s v m d Signature Name: UNTIL THE CONSTRUCTION PROJECT IS COMPLETE,THE ENTIRE SITE HAS UNDERGONE FINAL STABILIZATION,AND THE NOTICE OF TERMINATION (NOT) HAS BEEN SUBMITTED TO THE MPCA. v �e " e"a wA� CONSTRUCTION LIMITS- y n St � - •• $ CONSTRUCTION PLANS FOR o � P MEABLE PAVEMENT BMPS 4 MICHAEL C. AARON 2. THE CONTRACTOR SHALL PREPARE A WRITTEN, NOT ORAL,WEEKLY SCHEDULE OF PROPOSED EROSION CONTROL ACTIVITIES FOR THE PROJECT ENGINEER'S APPROVAL AS PER MNDOT SPEC. 1717.2C. ISt Main St 11E ._.._.._.. 147thStN Q�e --------- Print Name: =84 ch^'an Rry " IF- Date: XXXXX Lic. No.: 25721 3. IT IS NOTANTICIPATED THATTHE CONTRACTOR WILL BE REQUIRED TO PERFORM BURNING OF ANY MATERIAL WITHIN PROJECT BOUNDARY. A o,pa� - Rice ISSUE RECORD 4. THE CONTRACTOR SHALL PLACE STABILIZED CONSTRUCTION EXITS,AS NECESSARY,TO PREVENTTRACKING OF SEDIMENT ONTO PAVED SURFACES AND IN COMPLIANCE WITH PART IV.C. OF THE NPDES PERMIT.STABILIZED ° Z '� Lake 25 125 113 CONSTRUCTION EXITS SHALL BE SUFFICIENTLY SIZED AND MAINTAINED TO PREVENT TRACK OUT.STABILIZED CONSTRUCTION EXITS SHALL BE INCIDENTAL. a L113 145th St N c o` �y� T 145thStN �, co QS N0. DATE DESCRIPTION o 5. ALL TOPSOIL IN DISTURBED AREAS SHALL BE REMOVED AND STOCKPILED FOR LATER PLACEMENT. AVOID COMPACTION AS MUCH AS IS FEASIBLE IN ALL AREAS WHERE COMPACTION IS NOT REQUIRED FOR CONSTRUCTION. _X .N 0 10-22-2021 CITY SUBMITTAL a 9 �o COMPACTION SHALL BE AVOIDED IN ALL AREAS DESIGNATED FOR INFILTRATION. I m�� a _ " °'� m RECEIVING WATER:EGG LAKE 1 03-18-2022 CITY RESUBMITTAL 'an e7', 6. DO NOT DISTURB AREAS OUTSIDE OF THE CONSTRUCTION LIMITS. DELINEATE AREAS NOT TO BE DISTURBED PRIOR TO STARTING GROUND DISTURBING ACTIVITIES. IF IT BECOMES NECESSARY TO DISTURB AREAS OUTSIDE OF THE I ¢ ar an n 124 » \ 3 CONSTRUCTION LIMITS OBTAIN WRITTEN PERMISSION PRIOR TO PROCEEDING. PRESERVE ALL BUFFERS(IF ANY)SHOWN ON THE PLANS. I ? ,\" Egg m St N aY 0 7. DIRECT DISCHARGES FROM BMPS TO VEGETATED AREAS AND ROUTE STORMWATER AROUND UNSTABILIZED AREAS OF THE SITE WHENEVER POSSIBLE. PROVIDE EROSION CONTROL AND VELOCITY DISSIPATION DEVICES AS VILLE 3 LL \ Lake NEEDED TO PREVENT EROSION AND NUISANCE CONDITIONS. St 25130 1 1201 h St N 2 1 21 pvE 8. PROVIDE STABILIZATION IN ANY TRENCHES CUT FOR DEWATERING OR SITE DRAINING PURPOSES. Q44 108 2 8 282 a th C 9. TEMPORARY DEWATERING ACTIVITIES MAY BE REQUIRED.THEREFORE, IT IS POSSIBLE THAT A PERMIT FOR THE TEMPORARY APPROPRIATION OF WATERS OF THE STATE FROM MNDNR SHALL BE REQUIRED FOR THIS PROJECT.THE Egg Lake RD CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THIS PERMIT(FORMS ARE AVAILABLE FROM THE MNDNR WEBSITE).ALL TEMPORARY DEWATERING SHALL BE DISCHARGED TO AN APPROVED LOCATION FOR TREATMENT PRIOR TO DISCHARGE TO THE RECEIVING WATER.THE CONTRACTOR SHALL BE REQUIRED TO SUBMIT SITE MANAGEMENT PLANS TO THE PROJECT ENGINEER FOR APPROVAL PRIOR TO COMMENCING WORK ACCORDING TO SPEC [ Jody AVE N ,iy i00 N 1717.2D. TEMPORARY DEWATERING SHALL BE INCIDENTAL. PROJECT INFO 10. BASIN DRAINING ACTIVITIES OF TURBID OR SEDIMENT LADEN WATER SHALL BE DISCHARGED TO TEMPORARY SEDIMENT BASINS WHENEVER POSSIBLE. IN THE EVENT THAT IT IS NOT POSSIBLE TO DISCHARGE THE SEDIMENT LADEN DRAWN: N. SCHAUFENBUEL WATER TO A TEMPORARY SEDIMENT BASIN THE WATER SHALL BE TREATED SO THAT IT DOES NOT CAUSE A NUISANCE CONDITION IN THE RECEIVING WATERS OR TO DOWNSTREAM LANDOWNERS. SCALE DESIGNED: N. SCHAUFENBUEL 0.3 0.15 0 0.3 0.6 0.9 1.2 CHECKED: P. SCHROEDER Miles PROJECT NO: 14356.00 0 0.225 0.45 0.9 1.35 1.8 rEETE Kilometers 1 in = 1 ,600 ft PHASE 1 - 2020 SWPPP NOTES Projection: N Transverse Mercator North American Datum NAD 1986 W E of 1986 UTM Zone 15 SHEET S C33 STORM WATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE, CONTINUED POLLUTION PREVENTION NOTES CONT. E. TEMPORARY SEDIMENT BASINS ARE REQUIRED WHERE TEN OR MORE ACRES DRAIN TO A COMMON LOCATION (FIVE IF DRAINING TO A SPECIAL OR IMPAIRED WATER).DATE AND AMOUNT OF ALL RAINFALL EVENTS GREATER THAN 0.5 INCH IN 24 HOURS; E.A. BASIN VOLUME SHALL BE A MINIMUM OF 1,800 CUBIC FEET PER ACRE OF DRAINAGE AREA TO THE BASIN (3,600 CUBIC FEET PER ACRE IF NO CALCULATIONS ARE PERFORMED) 3701 WAYZATA BOULEVARD 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CREATING AND FOLLOWING A WRITTEN DISPOSAL PLAN FOR ALL HAZARDOUS WASTE MATERIALS.THE PLAN SHALL INCLUDE HOW THE MATERIAL SHALL BE DISPOSED OF AND THE E.B. OUTLET SHALL ALLOW COMPLETE DRAWDOWN FOR MAINTENANCE AND A STABILIZED OVERFLOW. THE OUTLET SHALL WITHDRAW WATER FROM THE SURFACE EXCEPT DURING FROZEN CONDITIONS. LOCATION OF THE DISPOSAL SITE AND SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO WORK ON SITE. LEAKS,SPILLS, OR OTHER RELEASES SHALL BE RESPONDED TO IN ACCORDANCE WITH MPCA SPILL CONTAINMENT AND E.C. IF A TEMPORARY BASIN OF THE REQUIRED SIZE IS INFEASIBLE THE REASONS SHALL BE DOCUMENTED IN THE SWPPP AND ALTERNATE BMPS SHALL BE PLACED. SUITE 100 REMEDIAL ACTION PROCEDURES. MINNEAPOLIS, MN 55416-3791 3. PRESERVE A NATURAL BUFFER OF AT LEAST 50 FEET(100 FEET IF WITHIN 1 MILE OF AND DRAINS TO A SPECIAL OR IMPAIRED WATER) BETWEEN DISTURBED AREAS AND FLOWS TO A SURFACE WATER(NOT REQUIRED AT DITCHES PH: 763-475-0010 4. THE CONTRACTOR SHALL USE METHODS AND OPERATIONAL PROCEDURES THAT PREVENT DISCHARGE OR PLACEMENT OF BITUMINOUS GRINDINGS, CUTTINGS, MILLINGS,AND OTHER BITUMINOUS WASTES FROM AREAS OF OR STORMWATER CONVEYANCE CHANNELS, STORM DRAIN INLETS OR SEDIMENT BASINS). IF A BUFFER IS INFEASIBLE, PROVIDE AS LARGE A BUFFER AS POSSIBLE AND REDUNDANT SEDIMENT CONTROLS. EXISTING OR FUTURE VEGETATED SOILS,AND ALL WATER CONVEYANCE SYSTEMS, INCLUDING INLETS, DITCHES AND CURB FLOW LINES. www.srfconsulting.com 4. STORM SEWER INLETS SHALL BE PROTECTED AT ALL TIMES WITH THE APPROPRIATE INLET PROTECTION FOR EACH SPECIFIC PHASE OF CONSTRUCTION. PROVIDE INLET PROTECTION DEVICES WITH EMERGENCY OVERFLOW PREPARED FOR 5. THE CONTRACTOR SHALL USE METHODS AND OPERATIONAL PROCEDURES THAT PREVENT CONCRETE DUST, PARTICLES, SAW CUT SLURRY, PLANING WASTE AND OTHER CONCRETE WASTES FROM LEAVING PUBLIC RIGHT OF WAY, CAPABILITIES. SILT FENCE PLACED IN THE INLET GRATE IS NOT AN ACCEPTABLE INLET PROTECTION BMP FOR GRADING OPERATIONS (THIS BMP SHALL BE ACCEPTED ONLY FOR SHORT INTERVALS DURING MILLING OR PAVING _ [��n DEPOSITING IN EXISTING OR FUTURE VEGETATED AREAS OR ENTERING STORMWATER CONVEYANCE SYSTEM INCLUDING INLETS AND CURB FLOW LINES. ONSITE RELEASE OF CONCRETE SLURRY IS PERMISSIBLE IF MINNESOTA OPERATIONS). INLET PROTECTION DEVICES MAY NEED TO BE PLACED MULTIPLE TIMES IN THE SAME LOCATION OVER THE LIFE OF THE CONTRACT. INLET PROTECTION DEVICES SHALL BE PAID FOR ONCE PER INLET REGARDLESS OF � �LJ NI L �JQ POLLUTION CONTROL GUIDANCE FOR ROAD CONSTRUCTION CONCRETE SLURRY AND THE REQUIREMENTS OF THE SPECIAL PROVISIONS ARE FOLLOWED. THE NUMBER OF TIMES THE BMP IS PLACED.ALL STORM SEWER INLET PROTECTION DEVICES SHALL BE KEPT IN GOOD FUNCTIONAL CONDITION AT ALL TIMES. IF THE PROJECT ENGINEER DEEMS AN INLET PROTECTION DEVICE TO / properties EROSION CONTROL SUPERVISOR, INSPECTIONS AND MAINTENANCE NOTES BE NONFUNCTIONAL, IN POOR CONDITION, INEFFECTIVE OR NOT APPROPRIATE FOR THE CURRENT CONSTRUCTION ACTIVITIES IT SHALL BE REPLACED WITH A SUITABLE ALTERNATIVE AT NO COST TO THE OWNER. 5. PAVEMENT SURFACES SHALL BE SWEPT WITHIN 24 HOURS OF DISCOVERY OF SEDIMENT OR TRACKING ONTO PAVEMENT THAT DRAINS TO CURB, INLETS, DITCHES OR PONDS. PAVEMENT SHALL BE LIGHTLY WETTED PRIOR TO DENNIS PROPERTIES 1. IN ACCORDANCE WITH SPEC. 2573.3 Al,THE CONTRACTOR SHALL PROVIDE A CERTIFIED EROSION CONTROL SUPERVISOR IN GOOD STANDING WHO IS KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OF EROSION SWEEPING.THIS WORK IS INCIDENTAL. PREVENTION AND SEDIMENT CONTROL BMPS. PROVIDE PROOF OF CERTIFICATION (UNIVERSITY OF MINNESOTA-CONSTRUCTION SITE MANAGEMENT)AT THE PRECONSTRUCTION MEETING. WORK SHALL NOT BE ALLOWED TO 6. OUTLETS INTO SURFACE WATERS SHALL BE STABILIZED WITH ENERGY DISSIPATION WITHIN 24 HOURS OF BEING CONSTRUCTED. 2214 FIFTH STREET, UNIT 3, COMMENCE UNTIL PROOF OF CERTIFICATION HAS BEEN PROVIDED. THE EROSION CONTROL SUPERVISOR IS INCIDENTAL. 7. DITCHES AND EXPOSED SOILS SHALL BE KEPT IN AN EVEN ROUGH GRADED CONDITION IN ORDER TO BE ABLE TO APPLY EROSION CONTROL MULCHES AND BLANKETS. WHITE BEAR LAKE, MN 55110 8. INITIATE STABILIZATION OF ALL EXPOSED SOIL AND STOCKPILE AREAS IMMEDIATELY AFTER CONSTRUCTION ACTIVITY ON THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. TEMPORARY OR PERMANENT 651-247-7007 2. THE EROSION CONTROL SUPERVISOR SHALL WORK WITH THE PROJECT ENGINEER TO OVERSEE THE IMPLEMENTATION OF THE SWPPP AND THE INSTALLATION, INSPECTION,AND MAINTENANCE OF THE EROSION PREVENTION STABILIZATION SHALL BE COMPLETED WITHIN NO MORE THAN 14 DAYS(7 DAYS IF IT IS WITHIN 1 MILE OF AND DRAINS TO A SPECIAL OR IMPAIRED WATER).ALL EXPOSED SOIL WITHIN 200 LINEAL FEET OF AND DRAINING TO A AND SEDIMENT CONTROL BMPS BEFORE, DURING AND AFTER CONSTRUCTION UNTIL THE NOTICE OF TERMINATION (NOT) HAS BEEN FILED WITH THE MPCA. PUBLIC WATER WITH "WORK IN WATER RESTRICTIONS"AND DURING SPECIFIED FISH SPAWNING TIME FRAMES,SHALL BE STABILIZED WITHIN 24 HOURS. IN MANY INSTANCES,THIS SHALL REQUIRE STABILIZATION TO OCCUR MORE THAN ONCE DURING ROUGH GRADING. RAPID STABILIZATION METHOD 3 SHALL BE USED TO PROVIDE TEMPORARY COVER IN THESE AREAS AS APPROPRIATE. SUBSTITUTE SEED MIXTURE 21-112 OR 21-111 FOR THE 3. THE EROSION CONTROL SUPERVISOR IS RESPONSIBLE FOR COMPLYING WITH ALL THE INSPECTION AND MAINTENANCE REQUIREMENTS STATED IN THE NPDES PERMIT PART IV. E. INSPECTIONS OF THE ENTIRE CONSTRUCTION SITE SPECIFIED SEED MIXTURE AS APPROPRIATE FOR THE SEASON. SEE NPDES PERMIT FOR EXCEPTIONS. PROJECT SHALL OCCUR A MINIMUM OF ONCE EVERY SEVEN DAYS(3 DAYS FOR PROHIBITED WATERS) DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS(IN NO 9. THE NORMAL WETTED PERIMETER OF ANY TEMPORARY OR PERMANENT DRAINAGE DITCH THAT DRAINS WATER FROM THE CONSTRUCTION SITE, OR DIVERTS WATER AROUND THE CONSTRUCTION SITE,SHALL BE STABILIZED CASE SHALL THE TIME BETWEEN INSPECTIONS EXCEED 7 DAYS; 3 DAYS FOR PROHIBITED WATERS). RAINFALL AMOUNTS SHALL BE OBTAINED USING A PROPERLY MAINTAINED RAIN GAUGE ONSITE OR BY A WEATHER STATION WITHIN 200 LINEAL FEET FROM THE PROPERTY EDGE OR POINT OF DISCHARGE TO ANY SURFACE WATER. STABILIZATION SHALL OCCUR WITHIN 24 HOURS OF CONNECTION TO A SURFACE WATER, EXISTING GUTTER, STORM THAT IS WITHIN ONE MILE. THE EROSION CONTROL SUPERVISOR SHALL THOROUGHLY INSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS TO ENSURE INTEGRITY AND EFFECTIVENESS OF EACH BMP. SEWER INLET, DRAINAGE DITCH,OR OTHER STORMWATER CONVEYANCE SYSTEM ACCORDING TO SPEC 1717.2. RAPID STABILIZATION METHOD 4 SHALL BE USED TO STABILIZE THESE AREAS(SUBSTITUTE SEED MIXTURE 21-112 OR 21-111 FOR THE SPECIFIED SEED MIXTURE AS APPROPRIATE FOR THE SEASON).THE REMAINDER OF THE DITCH SHALL BE STABILIZED WITHIN 14 DAYS(7 DAYS IF IT IS WITHIN 1 MILE OF AND DRAINS TO A SPECIAL OR IMPAIRED z 4. ALL INSPECTIONS AND MAINTENANCE CONDUCTED DURING CONSTRUCTION SHALL BE RECORDED IN WRITING WITHIN 24 HOURS AND THESE RECORDS SHALL BE RETAINED WITH THE SWPPP. INSPECTION REPORTS SHALL BE WATER)OF CONNECTING TO THE SURFACE WATER. PERMANENT EROSION CONTROL BLANKET OR RAPID STABILIZATION METHOD 4(SUBSTITUTE SEED MIXTURE 21-112 OR 21-111 FOR THE SPECIFIED SEED MIXTURE AS SUBMITTED TO THE PROJECT ENGINEER AND SWPPP DESIGNER IN A FORMAT APPROVED BY THE ENGINEER. INSPECTION RECORDS SHALL INCLUDE: APPROPRIATE FOR THE SEASON)SHALL BE USED TO STABILIZE THESE AREAS AS INDICATED IN THE PLANS. IN LOCATIONS WHERE THE DITCH SLOPE IS LESS THAN 2 PERCENT, DISC ANCHORED MULCH AND HYDRAULIC SOIL L~ STABILIZERS MAY BE USED FOR DITCH BOTTOM STABILIZATION AS INDICATED IN THE PLANS OR WITH THE APPROVAL OF THE ENGINEER. LU A. DATE AND TIME OF INSPECTIONS; 10. ALL EXPOSED SOIL AREAS SHALL BE STABILIZED PRIOR TO THE ONSET OF WINTER.ANY WORK STILL BEING PERFORMED SHALL BE SNOW MULCHED,SEEDED, OR BLANKETED WITHIN THE TIME FRAMES LISTED IN THE NPDES PERMIT. B. NAME OF PERSONS CONDUCTING INSPECTIONS; 11. ALLTOPSOIL BERMS SHALL BE STABILIZED AS FOLLOWS: (/) C. FINDINGS OF INSPECTIONS, INCLUDING RECOMMENDATIONS FOR CORRECTIVE ACTIONS; A. BETWEEN APRIL 1-AUGUST 31, SEED WITH SEED MIXTURE 21-111 = D. CORRECTIVE ACTIONS TAKEN INCLUDING DATES,TIMES,AND THE PARTY COMPLETING MAINTENANCE ACTIVITIES; B. BETWEEN SEPTEMBER 1 AND MARCH 31, SEED WITH SEED MIXTURE 21-112 AND TOP WITH RAPID STABILIZATION 2. E. DATE AND AMOUNT OF ALL RAINFALL EVENTS GREATER THAN 0.5 INCH IN 24 HOURS; 12. TILLING FOR BEDS OR TREE HOLES SHALL BE PLANTED AND MULCHED WITH WOODCHIP WITHIN 7 DAYS OR STRAW MULCHED UNTIL PLANTING OPERATIONS CAN BE COMPLETED. FILTER LOGS SHALL BE PLACED,AS NEEDED,TO O TRAP SEDIMENT ON THE LOWER EDGE OF BEDS OR TREE HOLES. FILTER LOGS SHALL BE LEFT TO PHOTO DEGRADE. F. LOCATION, DESCRIPTION AND PHOTO OF ANY DISCHARGES OFF THE PROJECT SITE. lD G. DOCUMENTS AND CHANGES MADE TO THE SWPPP. 5. THE CONTRACTOR SHALL COMPLY WITH THE FOLLOWING INSPECTION AND MAINTENANCE REQUIREMENTS(INSPECTIONS MAY BE REDUCED UNDER CERTAIN CONDITIONS AS COVER IS ESTABLISHED AND CONDITIONS CHANGE D Q AS DESCRIBED IN PART IV. E OF THE NPDES PERMIT): A. SILT FENCE SHALL BE REPAIRED, REPLACED OR SUPPLEMENTED WHEN IT BECOMES NONFUNCTIONAL OR SEDIMENT REACHES 1/2 THE HEIGHT OF THE SILT FENCE. REPAIRS SHALL BE MADE WITHIN 24 HOURS OF Ur DISCOVERY. B. INLET PROTECTION DEVICES SHOULD BE REPAIRED WHEN THEY BECOME NONFUNCTIONAL OR SEDIMENT REACHES 1/2 THE HEIGHT AND/OR DEPTH OF THE DEVICE. LL C. TEMPORARY SEDIMENT BASINS, IF REQUIRED,SHALL HAVE THE SEDIMENT REMOVED ONCE THE SEDIMENT HAS REACHED 1/2 THE STORAGE VOLUME WITHIN 72 HOURS OF DISCOVERY. O D. REMOVE ANY SEDIMENT DEPOSITED IN SURFACE WATERS. SEDIMENT SHALL BE REMOVED AND ANY AREA DISTURBED BY THE REMOVAL RESTABILIZED WITHIN 7 DAYS OF DISCOVERY. A SITE MANAGEMENT PLAN IS LU REQUIRED FOR WORK IN ANY SURFACE WATER AND APPROPRIATE AUTHORITIES SHALL BE CONTACTED PRIOR TO COMMENCING WORK. O z 00 E. TRACKED SEDIMENT SHALL BE REMOVED WITHIN 24 HOURS OF DISCOVERY OF TRACKING ONTO PAVED SURFACES. Imm Oo Ln F. ALL OTHER NONFUNCTIONAL BMPS SHALL BE REPAIRED, REPLACED, OR SUPPLEMENTED WITHIN 24 HOURS OF DISCOVERY. z Ln G. REINSTALL AS QUICKLY AS POSSIBLE ANY BMP REMOVED TO ACCOMMODATE SHORT TERM ACTIVITIES. V) z H. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL BMPS UNTIL WORK HAS BEEN COMPLETED,SITE HAS GONE UNDER FINAL STABILIZATION,AND THE NOTICE OF TERMINATION HAS BEEN SUBMITTED TO THE LU MPCA IN ACCORDANCE WITH NPDES PERMIT OR PART II.0 OF THE CONSTRUCTION GENERAL PERMIT. SEDIMENT REMOVAL AND MAINTENANCE OF BMPS IS INCIDENTAL. = O 6. CLEAN OUT ALL PERMANENT STORMWATER BASINS REGARDLESS OF WHETHER USED AS A TEMPORARY SEDIMENT BASIN OR SEDIMENT TRAP TO THE DESIGN CAPACITY AFTER ALL UPGRADIENT LAND DISTURBING ACTIVITY IS O COMPLETED. Q O z = STABILIZATION AND SEDIMENT CONTROL NOTES CERTIFICATION 1. THE EROSION PREVENTION AND SEDIMENT CONTROL BMPS SHALL BE PLACED AS NECESSARY TO MINIMIZE EROSION FROM DISTURBED SURFACES AND CAPTURE SEDIMENT ONSITE.ALL EROSION CONTROL MEASURES SHALL BE I hereby certify that this plan, specification, or IN PLACE PRIOR TO ANY REMOVAL WORK AND/OR GROUND DISTURBING ACTIVITIES AND SHALL BE MAINTAINED UNTIL THE POTENTIAL FOR EROSION HAS BEEN ELIMINATED. IF SEDIMENT CONTROLS ARE OVERLOADED (BASED report was prepared by me or under my direct ON FREQUENT FAILURE OR EXCESSIVE MAINTENANCE),ADDITIONAL UPGRADIENT OR REDUNDANT BMPS SHALL BE PLACED. supervision and that I am a duly Licensed Professional Engineer under the laws of the 2. SEDIMENT CONTROL DEVICES SHALL BE ESTABLISHED ON ALL DOWN GRADIENT PERIMETERS BEFORE ANY UP GRADIENT LAND DISTURBING ACTIVITIES BEGIN.SEDIMENT CONTROL DEVICES INCLUDE, BUT ARE NOT LIMITED TO State of Minnesota. THE FOLLOWING: A. PERIMETER CONTROL SHALL BE LOCATED ON THE CONTOUR TO CAPTURE OVERLAND, LOW-VELOCITY SHEET FLOWS DOWN GRADIENT OF ALL EXPOSED SOILS AND PRIOR TO DISCHARGING TO SURFACE WATERS. THE BMP SHALL BE J-HOOKED AT A MAXIMUM OF 100 FOOT INTERVALS AND EACH SECTION SHALL CONTAIN NO MORE THAN 1/4 ACRE OF DRAINAGE AREA. Signature Name: B. SEDIMENT DAMAGE FROM STOCKPILES SHALL BE MINIMIZED BY PLACING A ROW OF SUPER DUTY SILT FENCE A MINIMUM 5 FEET FROM THE TOE. IF THERE IS NOT ADEQUATE PROJECT AREA TO PLACE THE SILT FENCE M ICHAEL C. AARON MORE THAN 5 FEET FROM THE TOE OF THE SLOPE,THE CONTRACTOR MAY SUBMIT AN ALTERNATIVE TO THE PROJECT ENGINEER FOR APPROVAL. Print Name: C. DITCH CHECKS(IF REQUIRED)SHALL BE PLACED AS INDICATED ON THE PLANS DURING ALL PHASES OF CONSTRUCTION. Date: XXXXX Lic. No.: 25721 C.A. TEMPORARY DITCH CHECKS(IF REQUIRED)SHALL CONSIST OF USING ROCK DITCH CHECKS,SEDIMENT CONTROL LOGS AND ROCK WEEPERS IN FRONT OF CULVERT INLETS. IN LIEU OF REMOVING TEMPORARY DITCH ISSUE RECORD CHECKS,THE ROCK MAY BE PUSHED INTO THE GROUND. C.B. FILTER LOGS (IF REQUIRED)SHALL BE PLACED DURING PERMANENT TURF ESTABLISHMENT AT THE INTERVALS IDENTIFIED IN THE PLAN. NO. DATE DESCRIPTION D. FLOTATION SILT CURTAIN MAY BE USED AS PERIMETER CONTROL BUT ONLY FOR WORK ON THE SHORELINE OR BELOW THE WATERLINE. IMMEDIATELY AFTER THE CONSTRUCTION IN THE AREA IS COMPLETE,AN UPLAND 0 10-22-2021 CITY SUBMITTAL BMP SHALL BE PLACED IF EXPOSED SOILS CONTINUE TO DRAIN TO THE SURFACE WATER. 1 03-18-2022 CITY RESUBMITTAL PROJECT INFO DRAWN: N. SCHAUFENBUEL DESIGNED: N. SCHAUFENBUEL CHECKED: P. SCHROEDER PROJECT NO: 14356.00 SHEET TITLE PHASE 1 - SWPPP NOTES SHEET C14 UTILITY LEGEND VVASHING7.ON PROPERTY LINE _ _ONAL - _ 18"RCP (ABANDONED A8 _ STORM SEWER gNDp RAIL NED gUR �OA°° LINGTpN D �� - �� DRAIN TILE 3701 WAYZATA BOULEVARD EX. STMH \ NORTIHE A U7 /10R/r�' SUITE 100 RN RAIL E L 1 - 1 ----- RIM=934.8 - RAILROAD) � � SANITARY SEWER MINN APO IS, MN 554 6 379 INV=929.7(E) CONNECT TO EX. _ PH: 763-475-0010 INV=929.6(N 8" WATERMAIN STM CB MH 300 -' ' WATER MAIN www.srfconsulting.com SUMP-929. �C: X8"X6" TEE �7 L�12 R www.srfconsultin com M O VALVE 48 DIA. D�oo PREPARED FOR N ; 18 R A NEENAH R-3067-V CONNECT TO _ E(UG) ELECTRIC (BURIED) o � ou_ _> RIM 933.6-5 SAN MH 2 EX. CB properties 48" DIA. � � " ° - � � ° INV. 929.84 � �� "�„ RIM=932.4 E(OH) ELECTRIC (OVERHEAD) ��_■ TM CB M H 301 R-1642 � .� ■ �.- �� E � °� IM= 3.5 48" DI INV=927.1 TELEPHONE (BURIED) SOLID COVER ,PPRO RI = _ NV- NEENAH R-3067-V _ ® DENNIS PROPERTIES VVY 2214 FIFTH STREET, UNIT 3, RIM: 933.07 OF RMAIN � 9 � 93 EX. CB �j 1 � � a,_,�� INV. = 916.39 PI _ "1 _ TELEPHONE (OVERHEAD) WHITE BEAR LAKE, MN 55110 ( A ) EX. 9\ 1 I� NV. 929.4 NIM-932.8 D�� STD ten, _ 651-247-7007 INV- .7 E . H � D N) TV-aa TELEVISION (BURIED) 5„ Q C M= 35 D.�ALVT �� ® EX. CB 53�FV- 16.77(SE) ! � R _ a+-ry TELEVISION (OVERHEAD) PROJECT OR355 / -916.20(W) -obi INV=928.1 EX. HYDRA CONNECT TO AN ST�U� I � � °� • -=�° EX. H=936.75 F _ 5' F OM BU LDI G r °" ° RIM=932.1 ro FIBER OPTIC (BURIED) XISTING MH 1 M IN - -10' I M 93 .42 23 LF - 6" PVC S H 4 i N �° uc°�uc ® _ Z FIBER OPTIC OVERHEAD o SE 1 V 16. 5 aedo„ STUB INV. = 928.50 WA STUB �� u-ou�uc rp ( ) 1 I W I V 9 6. 19 -9 WYE AT MAIN 5' FROM BUILDING __ LLj 1 � � � •_ °U uG00 00 COMMUNICATION (UNDEFINED) W / Q / COMBO WATER SERVICE SA ST B J SAN MH 3 I 13 LF - 8" DIP CL 52 °" m \ c c NATURAL GAS LINE c, 5 FROM BUILDI G 48 DIA. � a I VE AT MAIN � � -0• . NEENAH R-1642 I �^ 0 25 LF - 6 PVC SCH 40� WAT S UB -� PLC 01 ; ^� LIMITS OF DISTURBANCE _ STUB INV. = 928.50 5 FROM BUILDING �p SOLID COVER I a oo HYDRA T FFE 35.50 11.25 BEND W E AT MAIN \ T RM N ?� I RR�933. / 9�LF � DIP CL 52 '� � COMBO WATER SERVICE PE P - _ DRAINAGE & UTILITY EASEMENTS � W/N INV. = 916.69 / 6 X8 8 TEE AN - - _ - / I SE INV. = 918.50 ' L _ _ _ _ A z TSEA DVALVEATMAIN O _ STORM MANHOLE/CATCH BASIN _ 125' S ORELINE � /i rl I _ SET ACK LINE ,HYD ANT I 1 STORM FLARED END SECTION (.0� < 179 LF_ 15" PVC SpR 35 1 10 - 6" DIP CL 52 I I \ ® CLEAN OUT (CO) Q < SAN 1 6 X8 TEE AND N BUILDING \ � C� 0. 7% ALVE AT MIN FFE = 935.35 + 2 _ A Z (D SMH QS SANITARY MANHOLE 1 / / 1 933.30 SPA@ � � c Ig � \ � 11.25° BEND / co HYDRANT = F W =920.05 / SO�35 ® a ZSpVCOUR / 8��1P \ C TING SANITA Y I ►� GATE VALVE O EX• 8"S `QJC ® ♦ ' UR3SS C� S� w a NE AT PROPERTY LINE I p[ AN -`6 \ 45 ENDS qN M / AT REMOVAL W 'I -SITE EXIST 7 '� I z- W 00 �\ ----- -S-E-B ��{�ING -- --/ \ \ � / \ ro oN o SANITARY =FF = 934.80 � I X I I O O ® '9- ry \ \ HYDRANT 1 Z Ln �• .�• \ 12 - 6" DIP C J Q z N E I LD I N 1# \ " 8"X8" TEE Al FFE = 934.8 " VALVE AT MAIN 2 STM SU PCB MH 100 � 1 - � � _ � � 8 � 0 48" DIA. ♦ ® 1 V EENAH R-1642 ♦ WAT STUB ------ _ 1S' EX. SMH _" _ \ O GRATE COVER \�` i 5' FROM BUILDING \ RIM=933.60 / \ Q z = AN MH ��. �' \ `` INV=920. ' RIM 931.20 / COMBO WATER SERVICE S 5 ®\ SSS O _ �� 48 DIA. \ -9 / / 1` INV. 928.21 - FLOOD PLAIN 38 LF - 8 DIP CL 52 N� /°C� � � - CERTIFICATION SUMP INV.925.21 TEE AND VALVE AT MAIN R-1642 I �Z o S� \ I hereby certify that this Ian, specification, or 928.651 SAN STU B - �� y y p p SOLID COVER - N E �U I LD I N G #2 ° M °' �: x report was prepared by me or under my direct 5' FROM BUILDING RIM: 934.11 \ \ 45° BEND v EX. SMH supervision and that I am a duly Licensed EDGE OF ICE MEASURED FFE 933.75 27LF 12" RCP 28 LF - 6" PVC SCH 40 INV. - 917.17 \ RIM=933.62 Professional Engineer under the laws of the STM @ 0.50% ON 12-05-19 - ICE ELEVATION - OHWL 926.651 STUB INV. - 927.80 \ INV=920.72 State of Minnesota. x CONNECT EXISTING (ALSO PROPERTY LINE) WYE AT MAIN \ ` 'SAN MH 7 8" SAN TO NEW STM SUMP MH 101 1` o '��48 DIA. 48" DIA.EGG LA K E R-1642 20 LF 12" RCP SAN MH 6 �` / T x Signature Name: SAN MH 4 NEENAH R-1642 � 48" DIA. SOLID COVER STM @ 0.50% OHWL = 926.651 48" DIA. ♦ SOLID COVER MICHAEL C. AARON ♦ 1 H � � Print Name: NEENAH R-1642 RIM 931.78 WAT STUB R-1642 �� FFE = 932.70 ' ^ l RIM: 931.53 SOLID COVER SOLID COVER SAN STUB -- c / INV. = 918.18 Date: XXXXX Lic. No.: 25721 RIM: 931.69 SW/E INV. 928.07 BUILDING ROOF STORMWATER SAN STUB 5' FROM BUILDING � \ � •• ' SUMP INV. 925.07 COMBO WATER SERVICE RIM: 934.11 5 FROM BUILDING ISSUE RECORD NW INV = 919.75 TO SURFACE DRAIN TO 5 FROM BUILDING INV. - 917.69 24 LF - 6 PVC SCH 40 I I - EX. S INV = 919.75 PERMEABLE PAVEMENT, VIA 26 LF - 6 PVC SCH 40 36 LF - 8 DIP CL 52 w N0. DATE DESCRIPTION STM FES 102 TEE AND VALVE AT MAIN STUB INV. = 925.70 / I �r 12" DIA. DOWNSPOUTS STUB INV. = MAIN WYE AT MAIN WAT S B / z WYE AT MAIN � 0 10-22-2021 CITY SUBMITTAL W/ RIP RAP 5' FROM BUILDIN / 1 03-18-2022 �WTTi -FRUUMITTAL INV. 927.97 COMBO WATER SERVICE o I \ v E . UTILITY NOTES 34 LF - 8" DIP CL 52 0 4 BEND IIV_ 1. THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED 10. WATERMAIN SHALL BE INSTALLED IN CONFORMANCE WITH THE CITY ENGINEER'S ASSOCIATION OF MINNESOTA CEAM D VALVE AT MAIN ` F \ ( ) CONNECT EXISTING 'r INV= ACCORDING TO THE GUIDELINES OF Cl/ASCE 38-2, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF STANDARDS OR THE CITY'S WATERMAIN INSTALLATION STANDARDS. WHERE CONFLICTS OCCUR, THE MORE RESTRICTIVE `� ZS., \ V '• EXISTING SUBSURFACE UTILITY DATA." REQUIREMENT SHALL GOVERN. 15" SAN TO NEW ABC, SILT 2. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL UTILITY LOCATES. CONTACT GOPHER SATE ONE CALL PER STATE 11. SANITARY SEWER PIPE OUTSIDE THE BUILDING SHALL BE POLYVINYL CHLORIDE (PVC) SCHEDULE 40, SDR35 OR 26, AS IDENTIFIED SAN M6 8 CO SqN� \ \ STATUTES FOR PUBLIC UTILITY LOCATES PRIOR TO ANY EXCAVATION. THE CONTRACTOR MUST HIRE A PRIVATE UTILITY LOCATING ON THE PLANS. SDR 26 REQUIRED FOR DEPTHS GREATER THAN 15 FEET. / SERVICE TO LOCATE PRIVATE UTILITIES IN THE CONSTRUCTION AREA PRIOR TO ANY EXCAVATION. SOLID COVER \ �.� `� \ ��g% 12. STORM SEWER PIPE SHALL BE REINFORCED CONCRETE PIPE (RCP), WITH R-4 GASKETS. RCP CLASS 5 FOR PIPE DIAMETERS 18 OR �� 00 • 15 RCP 3. SEE EXISTING CONDITIONS FOR SURVEY INFORMATION. THE ENGINEER CAN NOT BE HELD RESPONSIBLE FOR INACCURACIES SMALLER, CLASS 3 FOR PIPE DIAMETERS 21 RIM: 930.71 STM SUMP C AND LARGER UNLESS OTHERWISE NOTED. POLYVINYL CHLORIDE PIPE (PVC) TO BE MH 2 ,• - ~ - RELATED TO THE SURVEY INFORMATION. SCHEDULE 40. IF ALLOWED BY THE CITY, HIGH DENSITY POLYETHYLENE PIPE (HDPE) SHALL MEET REQUIREMENTS OF ASTM F2648. SW INV. = 918.40 j� / 48" DIA. 4. COMPLY WITH ALL LOCAL AND STATE REQUIREMENTS FOR UTILITY MATERIALS, INSTALLATION, AND TESTING. PIPE SHALL BE WATER TIGHT ACCORDING TO ASTM D3212 REQUIREMENTS. FLARED END SECTIONS SHALL BE RCP WITH TRASH NE INV. = 918.50± �� NEENAH R-1642 \ J \cx ' ` ® PROJECT INFO GUARDS AND ROCK RIP-RAP. / U 5. OBTAIN ALL PERMITS OR APPROVALS FROM LOCAL UTILITY OWNERS PRIOR TO BEGINNING UTILITY INSTALLATIONS. NOTIFY GRATE COVER a « DRAWN: N. SCHAUFENBUEL UTILITY OWNERS OF THE START OF CONSTRUCTION FOR THE PROJECT AND ANY SPECIFIC UTILITY WORK AT LEAST 48 HOURS IN 13. OUTSIDE OF PUBLIC RIGHT OF WAY, INLET AND OUTLET CONNECTIONS TO SEWER STRUCTURES SHALL USE APPROVED RESILIENT RIM 930.35 T< DESIGNED: N. SCHAUFENBUEL RUBBER JOINTS TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES CATCH BASINS AND OTHER STRUCTURES. 34 LF 12 RCP = z m 1 L ADVANCE. INV. 927.35 x < STM @ 0.50% < < ® CHECKED: P. SCHROEDER 14. ALL MANHOLE COVERS TO BE STAMPED EITHER SANITARY OR STORM SEWER. ' / SUMP INV. 924.35 II II II Q,II 6. FIELD VERIFY AND COORDINATE ALL BUILDING UTILITY CONNECTIONS AND PUBLIC UTILITY SERVICE CONNECTIONS PRIOR TO ' PROJECT NO: 14356.00 CONSTRUCTION, INCLUDING LOCATION, TYPE, SIZE, AND INVERT ELEVATION. NOTIFY ENGINEER OF ANY DISCREPANCIES FROM THE 15. PIPE LENGTHS THAT MAYBE SHOWN ARE HORIZONTALLY FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. APRONS I Q0 � _ uc u - PLAN FOR RESOLUTION PRIOR TO BEGINNING UTILITY INSTALLATIONS. SHOWN ARE INCLUDED IN THE LENGTH. i i / / IIHYDRANT 811 1P-CL 52� 6 ou \ou o i= Y 6 LF - 6 DIP CL 52 �� i SHEET TITLE 7. ADJUST, OR ARRANGE TO BE ADJUSTED BY UTILITY OWNER, ALL STRUCTURES, PUBLIC AND PRIVATE, TO PROPOSED GRADES 16. SITE UTILITY SERVICES TYPICALLY TERMINATE 5 FEET FROM BUILDING, UNLESS NOTED OTHERWISE. STM FEES 201 ' i /TE/E AND VALVE AT MAIN � � APPROX. LOCO WHERE DISTURBED. COMPLY WITH ALL REQUIREMENTS OF UTILITY OWNERS. STRUCTURES BEING RESET IN PAVED AREAS TO 12 DIA. MEET OWNER'S REQUIREMENTS FOR TRAFFIC LOADING. 17. ALL EXCAVATIONS MUST COMPLY WITH THE REQUIREMENTS OF OSHA 29 CFR, PART 1926, SUBPART P, "EXCAVATIONS AND W/ RIP RAP d1 G N `--OF WATERMAIN TRENCHES." THIS DOCUMENT STATES THAT EXCAVATION SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. INV. 927.1 �i / APPROX. NPER PLAN)RM OVERALL AND PHASE 1 - 8. SERVICE UTILITIES, SUCH AS ELECTRIC (TRANSFORMER), GAS,TELEPHONE, CABLE, FIBER OPTIC, AND OTHER RELATED SMALL J _ - UTILITIES, MAY BE SHOWN FOR GENERAL REFERENCE AND ARE DEEMED CONCEPTUAL LOCATIONS. CONTRACTOR SHALL BE 18. DRAINTILE LOCATIONS AND QUANTITIES ARE APPROXIMATE AS ILLUSTRATED. FIELD VERIFY FINAL LOCATIONS. ,� i` ,i OF POWE I 7.9 INV= UTILITY PLAN RESPONSIBLE FOR CONTACTING AND COORDINATING ALL LOCATIONS OF SERVICE UTILITY CONNECTIONS AND RELATED ITEMS 19. AFTER CONSTRUCTION IS COMPLETE,THE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN AS-BUILT RECORD OF UTILITY -- ® WITH GUY IR� WITH SERVICE PROVIDERS. CONSTRUCTION. THE AS-BUILT SHALL INCLUDE LOCATION AND LENGTH DEVIATIONS OR CHANGES TO THE PLAN. CONTRACTOR TO VERIFY WITH OWNER OR ENGINEER WHETHER A PLAN WITH POST-CONSTRUCTION ELEVATIONS IS REQUIRED. EX. FES CONNECT TO EX. 6" WATERMAIN. 9. WATERMAIN AND WATER SERVICE CONNECTIONS TO BE CLASS 52 DUCTILE IRON PIPE (DIP), UNLESS NOTED OTHERWISE. ROX. LOCATION OF MAINTAIN 7.5' OF COVER ON ALL NEW WATERMAIN, PROVIDE WATERMAIN THRUST RESTRAINTS AT CHANGE OF DIRECTION, AND INV=926.8 REMOVE HYDRANT AND VALVE, StRM MH SHEET PROVIDE 18" SEPARATION BETWEEN SEWER PIPE. ADJUST WATERMAIN VERTICALLY, AS NECESSARY, AS APPROVED BY THE SALVAGE IND REUSE AS APPROVED BY IN\� 927.57(PER PLAN) ENGINEER. IF INSULATION IS REQUIRED, PROVIDE DOW STYROFOAM HI BRAND 35 OR EQUIVALENT, AT 4-INCH THICKNESS. \ THE CITY. 0 30 60 6" x 8" REDUCER AND VALVE. C4eO HIs � c.� I� (12"RCP PIPE BENDS I STEEL FENCE POST (T-POST), MINIMUM 5' LONG, 6' ATTACH FABRIC TO POSTS 3701 WAYZATA BOULEVARD MAXIMUM SPACING. WITH MINIMUM 3 ZIP TIES (50 LB. TENSILE) PER POST DEFLECTOR PLATE SUITE 100 IN TOP 8" OF FABRIC. MINNEAPOLIS, MN 55416-3791 OVERFLOW 1 -CENTER OF FILTER ASSEMBLY PH: 763-475-0010 MONOFILAMENT GEOTEXTILE OVERFLOW 2-TOP OF CURB BOX www.srfconsulting.com FABRIC PER MNDOT TABLE 3886-1 (MACHINE SLICED). 10"FILTER ASSEMBLY PREPARED FOR 20'RADIUS MINIMUM POST NOTCHES / properties TO FACE AWAY MACHINE SLICE �/ FROM FABRIC. 8"-12" DEPTH (PLUS 6" FLAP) CURB DENNIS PROPERTIES �\C' �oPo o�RFc MS 4, 2214 FIFTH STREET, UNIT 3, WHITE EAR LAKE,MN 5110 01 Foe 4f ��G�FF a ••: . 651-247-7007 20'RADIUS MINIMUM R / \ DIRECTION OF SURFACE FLOW I I PROJECT III OCG-23 HIGH-FLOW A 1"TO 2' 24" MINIMUM HIGH-FLOW FABRIC CRUSHED ROCK 2��`�� POST EMBEDMENT LU LU 6"MIN. DEPTH NOTE: ~ l0 THE MACHINE SLICED METHOD (THIS DETAIL) IS THE STANDARD SILT FENCE INSTALLATION METHOD. HEAVY-DUTY (ERO-113) OR STANDARD r-I ERO-1C SILT FENCE INSTALLATION METHODS SHOULD ONLY BE USED NOTES: ( ) 1. THE ROAD DRAIN-CURB&GUTTER MODEL CONSISTS OF A REUSABLE OPEN TOPPED RECEPTACLE THAT SETS � WHEN APPROVED OR DIRECTED BY THE CITY. INSIDE THE STORM SEWER GRATE.AN INCORPORATION REAR DEFLECTOR PLATE IS CONNECTED TO THE RECEPTACLE DIRECTING THE WATER INTO THE BASIN FOR FILTRATION. 2. THE ROAD DRAIN-CURB&GUTTER MODEL HAS A REPLACEABLE FILTER CARTRIDGE. 110 3. THE FILTER MEDIA SHALL MEET ALL LOCAL SPECIFICATIONS FOR INLET PROTECTION. NOTES: AO COMPACTION: Q 1. CRUSHED CONCRETE IS NOT ALLOWED AFTER "SLICING" IN THE FABRIC AND BEFORE INSTALLATION MAINTENANCE: 2. GEOTEXTILE FABRIC REQUIRED UNDERNEATH COARSE AGGREGATE OF STEEL POSTS DRIVE INSTALLATION EQUIPMENT OVER THE 1. CHECK FILTER MEDIA AFTER EACH RAIN EVENT.CLEAN OR REPLACE IF SEDIMENT CLOGS FILTER. 3. MAINTENANCE IS INCIDENTAL "SLICE" WHILE FABRIC IS LAYING ON THE GROUND. THEN 2. REMOVE SEDIMENT AND DEBRIS FROM THE RECEPTACLE AFTER EACH RAIN EVENT. T INSTALL STEEL POSTS AND PULL UP FABRIC TO ATTACH AT Ur A UNIFORM HEIGHT. z - LL CITY OF Special Details Special Details Special Details Q r� ROCK CONSTRUCTION CITY OF SILT FENCE MACHINE SLICED Date CITY OF WIMCO CURB & GUTTER Date 04-01-15 09-01-15 04-01-15 ENTRANCE Revised: tHU Revised: Revised:HU-EC-1 HU-EC-2 INLET PROTECTION (CG23) HU-EC-4 n _ EST.1906 03-12-20 EST.1906 03-12-20 EST.1906 03-12-20 Z �1 vv ro O O Z U Ln z 111<J c CONCRETE WASHOUT CONTAINMENT = 1 1. THE OWNER REQUIRES THE USE OF CONTAINED CONCRETE WASHOUT AREAS. O 2. CONTAINED CONCRETE WASHOUT AREA LOCATIONS SHALL BE IDENTIFIED ON THE STORM WATER O SEDIMENT CONTROL LOG AND INLET PROTECTION BAG POLLUTION PREVENTION PLAN (SWPPP). CONTAINERS SHALL BE PLACED IN SAFE, EASILY ACCESSIBLE, AND IN LOCATIONS APPROVED BY THE ENGINEER. O 3. CONTAINED CONCRETE WASHOUT AREA MUST BE CLEARLY LABELED "CONCRETE WASHOUT AREA" 4. CONTAINED CONCRETE WASHOUT AREA MUST BE WATERTIGHT. 5. CONTAINED CONCRETE WASHOUT AREA'S OVERALL CONDITION AND APPROXIMATE VOLUME MUST BE STORM SEWER GRATE WITH NOTED ON EACH WEEKLY EROSION CONTROL INSPECTION REPORT. INLET PROTECTION BAG OVERFLOW 6. CONTAINED CONCRETE WASHOUT AREA MUST HAVE A MINIMUM CAPACITY SIZE OF 12' X 8' X 2'OR 10 CERTIFICATION GAP 1 2" X 1 X 18" (MIN.) CENTER STAKE IN CUBIC-YARDS VOLUME. WOODEN STAKE CONTROL LOG I hereby certify that this plan, specification, or 7. CONTAINED CONCRETE WASHOUT AREA MUST BE MAINTAINED ONCE LEVELS REACH 1/2 FULL. report was prepared by me , Under my direct CURB AND GUTTER INLET 8. CONCRETE WASTE MUST BE DISPOSED OF PROPERLY IN ACCORDANCE TO MPCA REQUIREMENTS, BLOWN/PLACED FILTER STATE, AND FEDERAL LAWS. MEDIA OR SOIL 8" DIAMETER supervision and that I am a duly Licensed 9. DAMAGE TO THE CONTAINED CONCRETE WASHOUT CONTAINMENT SYSTEM MUST BE REPORTED TO THE 8" DIAMETER (MIN) COMPOST (MIN) COMPOST Professional Engineer under the laws of the OWNER WITHIN 24 HOURS OF DISCOVERY. 3'- SEDIMENT CONTROL LOG SEDIMENT State of Minnesota. 10. AN OWNER-APPROVED CONCRETE WASHOUT VENDOR MUST BE USED AND A MINIMUM OF A MONTHLY MAX. CONTROL LOG MAINTENANCE CONTRACT ISSUED. A COPY OF THIS CONTRACT MUST BE KEPT ON FILE WITH THE Ax FLOW-► OWNER. ' JIL-IIIJIL 'WIIIIIIIIII III IJ W IIII III��II-III III ll3rl-III�II=III_ III-III-' -u1-1Ti1- W W WW _ -III=III=III=III=m m m QI- CORRECTIVE ACTION -1�I=ITr'ITI=ITI=ITi=1T1=1Tl=ulau=ulau=lila1- Signature Name: i• '-III-III-II.L--ITi=1Tl-iTl-11171F_IIIaIF_IT�- THE OWNER RESERVES THE RIGHT TO DIRECT ANY REQUIRED MAINTENANCE OR REMOVAL OF ANY -III--- MICHAEL C. AARON •► CONCRETE WASTE ON SITE. THIS INCLUDES, BUT IS NOT LIMITED TO, LEAKING CONTAINERS, CONTAINERS 8" DIAMETER Print Name: THAT ARE MORE THAN 1/2 FULL FOR ONE INSPECTION PERIOD, ANY CONCRETE WASHOUT PILES (MIN) COMPOST �`. THROUGHOUT THE SITE, AND CONCRETE SLURRY RESULTING FROM CUTTING AND MASONRY WORK. THE SEDIMENT Date: XXXXX LIc. NO.: 25721 FEES INCURRED FROM THE MAINTENANCE OR REMOVAL OF CONCRETE WASTE IS INCIDENTAL TO THE WORK CONTROL LOG GENERATING THE WASTE, AND NO ADDITIONAL COMPENSATION WILL BE MADE THERETO. LIFTING STRAPS •. ' • ISSUE RECORD NO. DATE DESCRIPTION CURB FILTER 1 " X 1 " X 18" (MIN.) 0 10-22-2021 CITY SUBMITTAL CONCRETE WOODEN STAKE (TYP.) 1 03-18-2022 CITY RESUBMITTAL LOW PROFILE WITH GUTTER FOR WASHOUT AREA 12" OVERLAP (MIN.) SAFETY AND CURB APPEAL NOTES: 1. SEDIMENT CONTROL LOGS ARE TO BE A MINIMUM OF 8 LB/FT. SEE PLAN VIEW FOR LOCATION AND LENGTH OF SEDIMENT CONTROL LOGS. CIO CONCRETE WASHOUT SIGN DETAIL C',Q 2. SEDIMENT CONTROL LOGS THAT ACT AS A PERIMETER CONTROL SHALL BE INSTALLED PRIOR TO ANY UPGRADIENT LAND-DISTURBING MINIMUM SIZE: F ACTIVITIES. 12'LX8'WX2'H OR A MINIMUM GJi 3. SEDIMENT CONTROL LOGS PLACED ON PAVEMENT SHALL BE WEIGHTED DOWN RATHER THAN STAKED. PLACE LOGS AGAINST SIDEWALK INLET PROTECTION BAG DETAIL VOLUME OF 7.1 CUBIC YARDS. �� \� OR BACK OF CURB WHEN ADJACENT TO THESE FEATURES. GT CON NOV'C �N\NOV-1 4. SEDIMENT CONTROL LOGS FILL MATERIAL SHALL CONSIST OF EITHER STRAW, WOOD FIBER, WOOD CHIP, OR COMPOST, AND FREE OF MAINTENCE BPS SN0 ANY NOXIOUS WEED SEEDS OR DEFECTS INCLUDING RIPS, HOLES AND OBVIOUS WEAR. FILL MATERIAL TO BE ENCASED IN Ncc SSRPMPSNO FROM0112 TOD24BMONTHS, DIA EOTERNSHALL BE APPROXIMATELY 8 OR NATURAL FIBER CASING INCHES WITH ENDS/PROPERINCH LY S CUREDH A TARGET SERVICE LIFE MAINTENANCE: 5. SEDIMENT CONTROL LOGS MAY BE USED AS SMALL CHECK DAMS IN DITCHES AND SWALES. HOWEVER, THEY SHOULD NOT BE USED IN PROJECT INFO BAG TO BE HELD IN PLACE BY 1. CONTAINER MUST BE MONITORED ON A WEEKLY BASIS AND CONDITION NOTED ON EROSION& PERENNIAL STREAMS,EXISTING GRATE DRAWN: N. SCHAUFENBUEL SEDIMENT CONTROL INSPECTION REPORT. 6. IT IS RECOMMENDED THAT SEDIMENT CONTROL LOGS BE TRENCHED INTO THE GROUND TO A DEPTH OF APPROXIMATELY 3 OF THE FRONT, BACK AND BOTTOM TO BE 2. CONCRETE MUST BE REMOVED ONCE THE CONTAINER IS 1/2 FULL.CONCRETE MUST BE DIAMETER OF THE LOG. IF TRENCHING TO THIS DEPTH IS NOT FEASIBLE AND/OR DESIRABLE (SHORT TERM INSTALLATION WITH DESIRE DESIGNED: N. SCHAUFENBUEL MADE FROM SINGLE PIECE OF FABRIC DISPOSED OF PROPERLY. NOT TO DAMAGE LANDSCAPE) A LESSER TRENCHING DEPTH MAY BE ACCEPTABLE WITH MORE ROBUST STAKING. COMPOST LOGS THAT AREA 8 LB/FT DO NOT NEED TO BE TRENCHED,CONTAINER SPECIFICATIONS: CHECKED: P. SCHROEDER 1. CONTAINER MUST BE CLEARLY LABELED"CONCRETE WASHOUT AREA" 7. THE UPHILL SIDE OF THE SEDIMENT CONTROL LOG SHALL BE BACKFILLED WITH SOIL OR FILTER MATERIAL THAT IS FREE OF ROCKS AND DEBRIS. THE SOIL SHALL BE TIGHTLY COMPACTED INTO THE SHAPE OF A RIGHT TRIANGLE USING A SHOVEL OR WEIGHTED LAWN PROJECT NO: 14356.00 2. CONTAINER MUST BE PLACED IN AN EASILY ACCESSIBLE AND UNSIGHTLY ROLLER OR BLOWN IN PLACE. LOCATION 8. FOLLOW MANUFACTURERS' GUIDANCE FOR STAKING. IF MANUFACTURERS' INSTRUCTIONS DO NOT SPECIFY SPACING, STAKES SHALL BE 3. THE CONTAINER MUST BE PORTABLE AND WATER TIGHT. PLACED ON 4' CENTERS AND EMBEDDED A MINIMUM OF 6" INTO THE GROUND. 3" OF THE STAKE SHALL PROTUDE FROM THE TOP OF SHEET TITLE 4. THE CONTAINER MAY HAVE ACCESS RAMPS. THE LOG. STAKES THAT ARE BROKEN PRIOR TO INSTALLATION SHALL BE REPLACED. COMPOST LOGS SHOULD BE STAKED 10' ON 5. THE CONTAINER MUST HAVE A MINIMUM HOLDING CAPACITY OF 10 CUBIC YARDS CENTER. OF WASHED CONCRETE. CONCRETE WASHOUT DETAIL Special Details Special Details EDIMENT CONTROL LOGS CIVI L DETAI LS r CITY OF INLET PROTECTION i� CITY OF CONCRETE WASHOUT C>N�OTTOSCALE Date: Date: 01-20-17 04-30-18 Revised: H U-EC-5 DETAIL Revised: H U-EC-10 EST.1906 03-12-20 EST.1906 03-12-20 SHEET C5e0 NOTES: 6" DISTANCE TO CL VARIABLE 1. ALL CONCRETE MATCH POINTS SHALL BE SAW CUT AND HAVE EXPANSION PAD UNLESS OTHERWISE DIRECTED BY THE CITY PROPERTY LINE 1/2"R 3"R ENGINEER 3701 WAYZATA BOULEVARD 2. BITUMINOUS DRIVEWAYS SHALL BE A MINIMUM THICKNESS OF 4"COMPACTED,2"OF WHICH WILL BE WEARING COURSE MATERIAL. 0.5' 8' 0.5' SUITE 100 e 1 BITUMINOUS TACK COAT SHALL BE APPLIED BETWEEN LIFTS UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. MINNEAPOLIS MN 5541E-3791 3. ALL BITUMINOUS MATCH POINTS SHALL BE SAW CUT OR MILLED AND TACKED PRIOR TO PATCHING.ON ROADS WERE BITUMINOUS �3 1/2 R IS 3"THICK OR GREATER THE TOP 1.5"SHALL BE MILLED A MINIMUM OF 18"BEYOND THE SAW CUT AS A MATCH POINT. PH: 7E3-475-0010 N <. + Mn/DOT B 618 4. GRAVEL AND BITUMINOUS IN ROADWAY AREA SHALL BE REPAIRED TO A LIKE NEW CONDITION MATCHING EXISTING THICKNESS. SLOPE 3/4"/FT. SLOPE 1/4"PER FOOT TO DRAIN .comItl fCOnSU n co 4. 5. BITUMINOUS PATCH WORK DONE PRIOR TO JUNE 1ST AND AFTER SEPTEMBER 30TH SHALL BE HEATED WITH A RADIANT HEATER WWW.Sr g ' ! ° i f i� TO SEAL THE EDGES. �� /\ / /�\ PREPARED FOR 6. ALL DRIVEWAYS WITH A GRADER GREATER THEN 10%MUST OBTAIN CITY ENGINEER APPROVAL. + 7. ALL DRIVEWAYS MUST MEET CITY CODE FOR LOT COVERAGE AREA. I~8" 18" 8. NO DRIVEWAY SHALL BE WITHIN 40'OF A STREET END RADIUS UNLESS WRITTEN APPROVAL IS OBTAINED FROM THE CITY ENGINEER. 3"TYPE 9.5 WEAR COURSE MIX(2,B) 9. WHERE SIDEWALKS/TRAILS EXISTS OR ARE PROPOSED,THE DRIVEWAY SHALL EXTEND THROUGH THE SIDEWALK/TRAIL AREA (SPWEA240B) properties 6" DISTANCE TO CL VARIABLE WITH PEDESTRIAN CURB OPENINGS PLACED(SEE MNDOT PEDESTRIAN CURB RAMP DETAILS).A MAXIMUM 2%CROSS SLOPE ON 1/2"R 3"R SIDEWALK/TRAIL AREAS CROSSING THROUGH DRIVEWAYS. 6"CLASS 5 OR SALVAGED/RECYCLED MATERIAL 10.CONTRACTOR TO CALL CITY ENGINEERING DEPARTMENT(651)762-6316 PRIOR TO CONSTRUCTION. MEETING CLASS 5 GRADATION(MnDOT 3138) DENNIS PROPERTIES e 1 AN UNDER 1/2"R GEOTEXTILE FABRIC FOR ROOT CONTROL TO BE PLACED 2214 FIFTH STREET, UNIT 3, SLOPE3/4"/FT. UNDER AGGREGATE WHITE BEAR LAKE, MN 55110 a Mn/DOT B 624 4 <� • •< t.�• •+. .: ',.a. .. '•�; BITUMINOUS 651-247-7007 + :+ + e DRIVEWAY CURB RADIUS 25'BACK AREA OF CURB TYPICAL Imo- 8" 24" PROJECT BIKE PATH TYPICAL SECTION FELT EXPANSION FELT EXPANSION 28"R PAD 16" PAD 12"R MAINTAIN GUTTER WITH 3/4" 68"R TOP OF BITUMINOUS MAT LIP ALONG WIDTH OF z DRIVEWAY OPENING. 1/2'. 7 PROPERTY LINE I.U .4 SAW CUT EXISTING BITUMINOUS W 7 SURMOUNTABLE MILLED AREA 24"MIN BASE 18"MIN. 17 1/2" 10 1/2" RADIANT HEAT PATCH AREA ON ALL SLOPE 1/4"PER FOOT TO DRAIN PATCHES PLACED PRIOR TO JUNE 1ST OR 28" AFTER SEPTEMBER 30TH (Lo 4"TYPE 9.5 WEAR 6" DISTANCE TO CL VARIABLE COURSE MIX(2,B) rI 1/2"R 3„R CONCRETE CURB (SPWEA2406) VARIES 6"CONCRETE(3F52A) O &GUTTER 1 CROSS SLOPE WHEN SIDEWALK I TRAIL DRIVEWAY SLOPE CLASS 5 OR SALVAGED/RECYCLED ' •. �3 CROSSES DRIVEWAY%4"PER FOOT MATERIAL MEETING CLASS 5 1110 `� ' • Q SLOPE 3/4"IFT. �~2'MIN. 3/4"LIP GRADATION(MnDOT 3138) 1/2"R Mn/DOT B 612 b . 1 i• ,. e b �, •• ► 6"CLASS 5 OR b .. SALVAGED/RECYCLED STREET PATCH BY LENGTH OF CURBING 2' I�8" 12"� MATERIAL MEETING CLASS rr nn REMOVED AND REPLACED(MATCH EXISTING 5 GRADATION(MnDOT 3138) V NOTES: THICKNESS) 1. MINIMUM OF 3"CLASS 5 AGGREGATE BASE UNDER ALL SIDEWALK TYPICAL SECTION CURB AND GUTTER L.L 2. SEE DETAIL HU-STR-6 FOR BURB AT CATCH BASINS O Special Details IL Y OF p Special Details r Special DetailsCONCRETE Date: �vCITY OFCOMMERCIAL/MULTI FAMILY Date: CITY OF BIKE PATH AND Date LU 04-01-15 04-01-15 04-01-15z co CURB & GUTTER HU-STR-8 BITUMINOUS DRIVEWAY DETAIL HU-STR-14 SIDEWALK TYPICAL SECTIONS HU-STR-17 Revised: Revised: Revised:EST.1906 03-12-20 _-� EST.1906 03-12-20 -- EST.1906 05-27-21 O O zLn Qz FINISHED GRA E PROVIDE 48" BLACK POLYMER-COATED w � FINISHED GRADE FINISHED GRADE 0 Oas CHAIN-LINK FENCE AT TOP OF WALL, F- °a a a e a � WHERE WALL IS GREATER THAN 30" HEIGHT, en O � OR AS DIRECTED BY OWNER. z = 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 qu�m I I I-III III- II III-_ CERTIFICATION =III=III-I - I I -I I II-I I I 7" CONCRETE MN/DOT SPEC. 2301 -III-III-III- I I I _I--I I hereby certify that this plan, specification, or _ _ 2.0" BITUMINOUS WEAR COURSE, - I II-III III 11= _ 3.0" POROUS ASPHALTIC CONCRETE report was prepared by me or under my direct -I I I-I I-I II I I = -III�I III I II I I „II III-III SURFACE MOUNT TO III= "- CERTIFIED PLANT i supervision and that I am a duly Licensed TOP OF WALL PER MN/DOT SPEC. 2360 SPWEA240E 6" COMPACTED AGGREGATE BASE, - Professional Engineer under the laws of the TACK COAT, MN/DOT SPEC. 2357 CLASS 5 OR 7 MN/DOT SPEC 2211 MANUFACTURER'S State of Minnesota. 100% CRUSHED 1.0" CHOKER COURSE, REQUIREMENTS 2.0" BIT. BASE COURSE, CERTIFIED PLANT PREPARED/APPROVED SUBGRADE WASHED NO. 57 STONE MN/DOT SPEC. 2360 SPNWB230E SEE GRADING PLAN 12" COMPACTED AGGREGATE BASE, NOTES: 8" CLEAN, WASHED CRUSHED STONE STONE CAP: ADHERE FOR "TW" ELEVATION CLASS 5 OR 7 MN/DOT SPEC 2211 1. MATCH EXISTING PAVEMENT SECTION & REINFORCEMENT (IF APPLICABLE). AGGREGATE. MNDOT CLASS A OR B TO TOP COURSE WITH Signature Name: (COMPACT TO 100% STANDARD PROCTOR DENSITY) NOTIFY ENGINEER PRIOR TO PROCEEDING IF SECTION IS DIFFERENT THAN COARSE AGGREGATE, MIN. 80% CRUSHED COMMERCIAL GRADE THAT SHOWN. ADHESIVE MICHAEL C. AARON PREPARED/APPROVED SUBGRADE SCARIFY SUBGRADE TO DEPTH OF 12" SWALE Print Name: (COMPACT TO 100% STANDARD PROCTOR DENSITY) 2. CONCRETE SHOULD BE REINFORCED WITH FIBER MESH TO ASSIST IN AND TOLERANCE WITH EQUIPMENT CONTROLLING CRACKING FROM DRYING SHRINKING AND THERMAL CHANGES. THAT IMPARTS MINIMAL LOAD CONCRETE SMALL BLOCK P� Date: XXXXX Lic. No.: 25721 NOTE: RETAINING WALL HEIGHT S�0 _ PAVEMENT SECTION PER GEOTECHNICAL EVALUATION REPORT, AS PREPARED 3. SAWED OR FORMED CONTROL JOINTS SHOULD BE INCLUDED FOR EACH 225 NOTE: VARIES PER GRADING �`f`P� ISSUE RECORD BY BRAUN INTERTEC CORPORATION., DATED APRIL 27, 2016. SEE REPORT PAVEMENT SECTION PER GEOTECHNICAL EVALUATION REPORT, AS PREPARED MA _ FOR ADDITIONAL DETAILS AND RECOMMENDATIONS. SQUARE FEET OF AREA OR LESS (15 FEET BY 15 FEET). BY BRAUN INTERTEC CORPORATION., DATED APRIL 27, 2016. SEE REPORT PLAN; BATTER 1" - 1 4" 1� NO. DATE DESCRIPTION PER COURSE 4. SAWCUTS SHOULD NOT CUT THROUGH THE REINFORCING STEEL AND FOR ADDITIONAL DETAILS AND RECOMMENDATIONS. - DOWELS SHOULD BE UTILIZED AT FORMED AND/OR COLD JOINTS. GEOGRID, AS REQUIRED 0 10-22-2021 CITY SUBMITTAL 1 03-18-2022 CITY RESUBMITTAL HEAVY DUTY BITUMINOUS PAVEMENT SECTION CONCRETE PAVEMENT SECTION POROUS BITUMINOUS PAVEMENT SECTION I I STRUCTURAL SOIL 00SEE GRADING PLAN NOT TO SCALE NOT TO SCALE NOT TO SCALE FOR "BW" ELEVATION o I I 4" CRUSHED STONE I I NOTE:PROVIDE THE PAVEMENT/AGGREGATE I I I I- TYPE V GEOTEXTILE FABRIC THICKNESSES AS INDICATED, OR MATCH PER MNDOT SPEC 3733. 2% MAXIMUM EXISTING, WHICH EVER IS GREATER I _ INSTALL AS CONTINUOUS CROSS SLOPE t5N'i CONCRETE 41 S o I I SHEET G SCOPE VARIES S DO SEC. 5 AOINTSTM SEALER CONFORMING TO P�CH EX� ��N o I I I I- M - I 4" PERF. PVC DRAIN TILE, PROJECT INFO _ o TO DAYLIGHT OR STORM _IIII o 0 0 0 0 o I I I I SYSTEM DRAWN: N. SCHAUFENBUEL =III=III= � ,' , ° ° a =1 I I=III=1 1/2" _ _ 11=III=1111=III =111 III= 1/8 DESIGNED: N. SCHAUFENBUEL PREMOLDED EXPANSION JOINT FILLER CONFORMING TO ASTM D1751 OR D1752 I I I L-1I L-1I L-1 -1I 1-1I 1-1I 1-1I 1-1I I-1I I-1I I-1I L-1I L-1I I" - UNREINFORCED CONCRETE CHECKED: P. SCHROEDER " -I I I OR CRUSHED STONE 4" DOT SPEC CRUSHED I I I I I I I I III ,_ NOTES: I LEVELING PAD I PROJECT NO: 14356.00 4 COMPACTED CRUSHED STONE BASE (100% CRUSHED, COMPACT TO 100% STANDARD PROCTOR DENSITY) D/4 Q Q I I I- I I SHEETTITLE Q Q Q Q 1. CONSTRUCTION JOINTS SPACED 5' MIN. AND 8' MAX. 1/8" R (TYP.) PREPARE AND COMPACT SUBGRADE 2, SIDEWALK WIDTH 5' OR LESS - JOINT SPACING = 5' SIDEWALK WIDTH 5' OR MORE - JOINT SPACING 6'-8' CIVIL DETAILS 3. CONTROL JOINTS SHALL BE SAWED OR TOOLED TO 1/4 CONCRETE DEPTH (MIN.) 4. EXPANSION JOINTS EVERY 150 L.F.(MAX). % NOTE: WALLS GREATER THAN 4 FEET HIGH TO BE DESIGNED AND STAMPED 5, PRE-FORMED EXPANSION JOINT FILLER SHALL BE INSTALLED FOR THE FULL 24" #4 DOWEL: FIXED ONE SIDE, BY STRUCTURAL ENGINEER - SUBMIT DRAWINGS FOR OWNER APPROVAL THICKNESS OF THE SIDEWALK AND SHALL BE USED AT ALL JOINTS BETWEEN SLIP OTHER SIDE NEW SIDEWALK AND EXISTING SIDEWALK. SHEET 0 CONCRETE WALK CONCRETE CONTROL JOINT CONCRETE EXPANSION JOINT SnAL LBLOCK RETAININGWALLWITH REINFORCEMENT NOT TOSCALE0 NOT TOSCALE ONOT TO SCALE0 NO SCALE C5el 31" NOTES: 24' 3701 WAYZATA BOULEVARD 1. EXTERNAL SEAL SHALL BE 3/1/2" SUITE 100 ATTACHED TO THE FRAME STANDARD NEENAH 7"R-1642 FRAME AND CONCRETE TOP SLAB AS MINNEAPOLIS, MN 55416-3791 WITH TYPE B SELF SEALING STANDARD NEENAH 7"R-1642 FRAME APPROVED BY THE PH: 763-475-0010 27"DIA. LID WITH 2 CONCEALED 27"DIA. AND TYPE B SELF SEALING ENGINEER. PICK HOLES. LID SHALL BE LID WITH 2 CONCEALED p WWW.SrfCOnSUItIng.COm INSTALL EXTERNAL LABELED"STORM SEWER" INSTALL EXTERNAL PICK HOLES.LID TO BE A LLL L A PREPARED FOR MANHOLE CHIMNEY MANHOLE LABELED"STORM SEWER" p SEAL MANUFACTURED POLYETHYLENE(PE) CHIMNEY SEAL z BY INFI-SHEILD ADJUSTING RINGS(MIN 4"- 16" MANUFACTURED POLYETHYLENE(PE) 16" p 36" 43" � -- GATOR WRAP OR MAX 12"). USE THICKER BY INFI-SHEILD ADJUSTING RINGS w �� properties Lf APPROVED EQUAL ADJUSTING RINGS WHEN GATOR WRAP OR (MIN 4"-MAX 12"). � 18" FEASIBLE TO MINIMIZE APPROVED EQUAL USE THICKER 0 NUMBER OF RINGS. ADJUSTING RINGS DENNIS PROPERTIES 4'0" SHIMMING ADJUSTING RINGS 4"0 WHEN FEASIBLE TO WILL NOT BE ALLOWED. MINIMIZE NUMBER OF �' RINGS. 2214 FIFTH STREET, UNIT 3, STANDARD OFFSET PLAN STANDARD OFFSET WHITE BEAR LAKE, MN 55110 ECCENTRIC CONE SECTION ECCENTRIC REDUCERS TO BE (STEPS NOT SHOWN REDUCERS TO BE CONE SECTION USED FOR 60" INTENTIONALLY) USED FOR 60" (STEPS NOT SHOWN 651-247-7007 &72"BARRELS &72"BARRELS INTENTIONALLY) CENTER STRUCTURE w c• LU TO BACK OF CURB PROJECT GROUTING BETWEEN j PIPE AND MANHOLE 8' 8" CURB INLET FRAME AND CURB 12„ FLOW LINE SHALL BE MIN. VOIDS FILLED WITH BOX NEENAH NO. R-3067V. 0.T BELOW TOP OF CURB BARREL SHALL BE WITH {;: 4'-0" NOW SHRINKING CONCRETE BRICK 48"-72" CEMENT. OR BLOCK ONLY. Z :.. IN - H ADJUSTING .: .•• INSTAL FI S ELD L HI GATOR WRAP EXTERNAL • 48"-72" RINGS(MIN L4 N MAX)12").UUSEN 6" 48 -72 48"-72" `" - = • MANHOLE CHIMNEY SEAL LJ..I THICKER ADJUSTING RINGS WHEN VOIDS FILLED WITH I Y: ;�>.': i�i�- 24"' t '•' OR APPROVED EQUAL. Ez � I.J_I USE 2 TYPE;; DIRECTION '' '^`''' a ' - FEASIBLE TO MINIMIZE NUMBER USE R-2 TYPE CONCRETE BRICK "^' * '':' ;r.` ' � CONFINED 0 RING:'.. VAR. EXTERNAL SEAL SHALL BE i '_i: :: ,: i ^^ OF RINGS. OF FLOW .,, CONFINED O RING + OR BLOCK ONLY. •a:? • : INSTALLED ACCORDING TO GROUT GASKET JOINTS;; "'' :r�-�". :+' •'' ': ';'' DIRECTION :" 3:3 U) SHIMMING OF ADJUSTING RINGS GASKET JOINTS GROUT - '� :;_..'.•:` MANUFACTURE'S �'. " j'j`° w _: �' WILL NOT BE ALLOWED. (� FOR ALL w_ r; FOR ALL;:;: OF FLOW RECOMMENDATIONS. . Q MANHOLE JOINTS 4. :� ;x n: `; : •.x 'a MANHOLE JOINTS • GROUT ?~ 5" " ``''` VOIDS FILLED WITH CONCRETE �� 36" 'i• A�w > DIRECTION ± '•:�« ••` GROUT PRECAST BOTTOM SECTION WITH : : VAR. •' '' '' SUMP -� BRICK OR BLOCK ONLY OF FLOW -� =': - * ' ' " "' -� PRECAST BOTTOM ',xrt�% •�% ., _+' DIRECTIO '• POURED INVERT 1/2 DIA.OF PIP E ` SECTION WITH a.• PRECAST is 6"PRECAST BASE s:• ' OF FLOW POURED INVERT BOTTOM .6:�;::•s:•� =;� :�::;; -::,� 6"PRECAST BASE SECTION WITH """""'"''' 6" RECAST BASE rI POURED INVERT NO SCALE • •NO SCALE . #5 AT 12"O.C. � #5 AT 12"O.C. EACH WAY � #5 AT 12"O.C. EACH EACH WAY WAY SECTION A-A 110 NOTES: NOTES: 1. MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS-8-PF(BY MA INDUSTRIAL INC.)CONFORMING TO ALL OSHA NOTES: a 1. MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS-8-PF(BY MA INDUSTRIAL INC.)CONFORMING TO ALL OSHA 1. REINFORCING TO CONSIST OF#4 BARS @ 8"O.C. BOTH WAYS REGULATIONS AND SPACED 16"O.C. LOCATE ON DOWNSTREAM SIDE OF MANHOLE. REGULATIONS AND SPACED 16"O.C. LOCATE ON DOWNSTREAM SIDE OF MANHOLE. 2. STEPS SHALL BE PLACED SO THAT THE OFFSET VERTICAL PORTION OF THE CONE IS FACING DOWN STREAM. 2.GROUT BOTTOM TO DRAIN TO CENTER 2. STEPS SHALL BE PLACED SO THAT THE OFFSET VERTICAL PORTION OF THE CONE IS FACING DOWN STREAM. 3 THE INITIAL AND FINAL RAISING OF CASTINGS SHALL BE CONSIDERED INCIDENTAL 3.CORE DRILL INTO EXISTING MANHOLE . 3. THE INITIAL AND FINAL RAISING OF CASTINGS SHALL BE CONSIDERED INCIDENTAL. 4.APPROVED INLET PROTECTION SHALL BE MAINTAINED UNTIL WEAR COURSE IS PAVED 4. BLOCK STRUCTURES WILL NOT BE ALLOWED. 4. BLOCK STRUCTURES WILL NOT BE ALLOWED. // n� 6. INVERT AND DOGHOUSE COATING SHALL BE STRONG-SEAL 0 QSR,OR APPROVED EQUAL. 5. DRAIN TILE TO BE INSTALLED AT ALL LOW POINT CATCH BASINS(50'IN EACH DIRECTION WITH V 6. INVERT AND DOGHOUSE COATING SHALL BE STRONG-SEAL 0 QSR,OR APPROVED EQUAL. 7 MARKING POST SHALL BE SUPPLIED AND INSTALLED BY THE CONTRACTOR AT ALL MANHOLES LOCATED OUTSIDE OF CLEAN OUT). SEE DETAIL HU-SD-8 FOR DRAINTILE CONNECTION INTO STRUCTURE AND HU-SS-3 . 7. STEPS ARE NOT REQUIRED ON STRUCTURES LESS THAN 4 FEET. THE STREET SECTION. FOR CLEAN OUT CONSTRUCTION. 7. MARKING POST SHALL BE SUPPLIED AND INSTALLED BY THE CONTRACTOR AT ALL MANHOLES LOCATED OUTSIDE OF 6.INVERT AND DOGHOUSE COATING SHALL BE STRONG-SEAL 0 QSR,OR APPROVED EQUAL. NO SCALE THE STREET SECTION. 7.BLOCK STRUCTURES WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL OF CITY ENGINEER 0 O ecial Details p � or_ CITY OF Special ro CITY OF Special Details r� CITY OF Special Details p STANDARD MANHOLE FOR Date STANDARD MANHOLE WITH Date STANDARD CATCH BASIN Date 04-01-15 04-01-15 04-01-15 LJJ 0 STORM DRAIN �+ SUMP FOR STORM DRAIN �+ WITHOUT SUMP (2'X3') HU-SD-4 z 00 Revised: HU-SD-1 Revised: HU-JD-2 Revised: = M EST.1906 03-12-20 EST.1906 03-12-20 EST.1906 03-12-20 liiiiiimm O 0 z U Ln z < c NOTE: USE CANOPY TIE USE 2 TIE BOLT FASTENERS 111J (SEE Mn/DOT STANDARD PER JOINT INSTALLED AT 60° O Q.� Q PLATE N0. 3145E OR FROM TOP OF PIPE. TIE LAST O (D o Of J w APPROVED EQUAL) THREE JOINTS. a m m 0 ° � 0 FASTENER en z = crf Dw w vim --= � a � a- 1 1 O wO Uj LL Q p Y ° VERTICAL CERTIFICATION m SAS DIRECTED BY THE ENGINEER~ Q ¢ M 0 z ofU) U u) I hereby certify that this plan, specification, or Z v z z < Q ° w Q Z ~ O p a , a WALLa ° AXIS report was prepared by me or under my direct U ° < ° a w a Q w ° N WALL , supervision and that I am a duly Licensed m w c c w O w 0 a J R-4 JOINT T Professional Engineer under the laws of the LL U a U) z w w U) w Q m State of Minnesota. w -1 2 -.--E-- Q w = � DN � w � U) Z TIE BOLT & FASTENER ASSEMBLY H a- � HUpZwED z0 w w w O Z _ Q F- O Cf QO ~ � z = LL pw0 w w of � z 2 2 0 (Do z o m m W W a �'60 SignatureMICHAEL C. AARON z wz w � 0 � 0 Uj � wQz Print Name: a < z U Q � U' O� DIA.OR � of 0W � 0wC) SPANL_j � I- �- W00ofOf0 _ Date: XXXXX Lic. No.: 25721 O N M 4 L6 1 1 _ co _J ► ■ ISSUE RECORD LU Q ¢ T TYING I TRASH EET - wE'RE SO LOCAL ■ =�� ■ �� NO. DATE DESCRIPTION NOTE:E. N G AND R A S GUARD WE REEMBARRASSE 0 10-22-2021 CITY SUBMITTAL > = o Q W > = o Q w SHALL BE INCLUDED IN UNIT PRICE I roTELLYOU �I 1 03-18-2022 CITY RESUBMITTAL "LO ( _ � � 0 BID FOR END SECTION 1 YOU to IdWERELOCmLi HAND PLACED RIP-RAP Q � _ � Q o = we'rehragging) a Qxcx a Q ONE FOOT DEEP ■ e, o z o EL NOTE: IF NO APRON IS USED, LAST 3 a 11111 SECTIONS OF PIPE SHALL BE TIED aOf Of<w w a � w INDIVIDUAL STONES EXCEPT AS PER ABOVE REQUIREMENTS. z z J THOSE USED FOR CHINKING w J > � � �LL ; w a >- ¢ U- SHALL WEIGH NOT LESS 3 _` - -- Z 0) 0 cn TRASH GUARD - 5/8 (16 mm) DIA. - 1 w ¢ o = THAN 50 LBS.(23 kg) EACH. o c w < o 0 0 w < GALVANIZED STEEL RODS WELDED t w 0 0 d U 0 TOGETHER 6" (150 mm) ON CENTER, - ° Q � � X m 0. = o m EACH WAY. - f d < a � �� p oz� R E TINFO P OJ C <" 0 Cn LL TIE BOLT REQUIREMENT ,%"� DRAWN: N. SCHAUFENBUEL Of CQ J " a a-J s r DESIGNED: N. SCHAUFENBUEL " 0 w < a w or�< PIPE SIZE DIAMETER OF BOLT 0 a Q 0 l CHECKED: P. SCHROEDER a L2 � 12-21 " (300-550 mm) 1 /2" (13mm) w„ PROJECT NO: 14356.00 , - Fi .. 0 a D a zw a 24-36" (600-900 mm) 5/8" (16mm) SHEET TITLE O a (n O a ISR 42-54 (1050-1375 mm) 3/4 (19mm) ry 60" (1525 mm) & LARGER 1 " (25mm) CIVIL DETAILS � Special Details r� CITY OF R I P RAP Date 03-01-10 DETAIL HU-SD-8 Revised: EST.1906 03-12-20 STANDARD FLARED END SECTION CONCRETE APRON EXAMPLE DOWNSPOUT TRENCH DRAIN TO CURB PHOTO SHEET 0 NOT TO SCALE0 NOT TO SCALE C582 IIII II III; STANDARD NEENAH 7"R-1642 INSTALL METER BOX AND COVER NO.H-10817 OR - 3701 WAYZATA BOULEVARD FF FRAME WITH TYPE B SELF APPROVED EQUAL OVER ALL PVC AND CAST 12" SEALING LID WITH TWO IRON CLEANOUTS SUITE 100 INSTALL EXTERNAL MANHOLE - - COMPACTED BACKFILL CHIMNEY SEAL MANUFACTURED BY CONCEALED PICK HOLES.LID MINNEAPOLIS, MN 55416-3791 INFI-SHIELD GATOR WRAP OR SHALL BE LABELED"SANITARY FINISH GRADE III SEWER" DIA. III PH: 763-475-0010 APPROVED EQUAL �, ��►��.��\�� III www.srfconsulting.com III III III- POLYETHYLENE(PE)MANHOLE ADJUSTING RINGS. SANITARY SEWER PIPE 6" I _ GRANULAR BORROW PREPARED FOR ADJUSTING RINGS MIN 4"-MAX 12" DEPTH(FT) TYPE n IIII MDOT SPEC3149A MOD. �` USE THICKER ADJUSTING RINGS WHEN FEASIBLE TO 0 14 SDR 35 1111111 111 IIII MINIMIZE NUMBER OF RINGS. SHIMMING ADJUSTING ra erfies RINGS WILL NOT BE ALLOWED. 27"DIA >14 SDR 26 DIA + 12" p P ALL MANHOLES WITH DENNIS PROPERTIES INSIDE DROP SECTION SHALL BE5'DIA(I.D.) 0. PIPE FOUNDATION & BEDDING IN GOOD SOILS 2214 FIFTH STREET, UNIT 3, MANHOLE SECTION TO BE ASTM C-478 CLASS II WHITE BEAR LAKE, MN 55110 IS -247-7007 48"DIA w _� USE R-2 TYPE CONFINED Q 4"P.V.C. - �- PROJECT O-RING GASTING JOINT FOR Q SCHEDULE 40 - ALL MANHOLE JOINTS a > VARIES 12 -1 1- CORE DRILL INTO - -_ MPA T BACKFILL CO C ED B C LL EXISTING MANHOLE - t8" IIII Z 8° DIA. - o �r W "CRE-SEAL" "RESEAL" OR INFI-SHIELD GATOR WRAP W APPROVED EQUAL PRECAST STEPS AT OR APPROVED EQUIVALENT III III GASKET CONNECTION SHALL BE 16"O.C. FOR ALL MANHOLE JOINTS IMPROVED PIPE FOUNDATION III COARSE FILTER USED FOR CONNECTING PIPE TO CONCRETE III III AGGREGATE MnDOT (� MANHOLE (MINIMUM 1/3 CY) III 1 1- III III- SPEC3149H MOD. 45°BEND _ PRECAST BOTTOM SECTION .•,.:;: = 6"MIN. - - WITH INVERT -III-III-III-III-III- -I P.V.C.SERVICE WYE III • ,.:. , .• DIA + 12" � #5 AT 12"O.C. EACH WAY VARIABLE O PIPE FOUNDATION & BEDDING IN POOR SOILS 110 NOTES: 1. MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS-8-PF(BY MA INDUSTRIAL INC.)CONFORMING TO ALL OSHA REGULATIONS AND SPACED 16"O.C. LOCATE ON DOWNSTREAM SIDE OF MANHOLE. NOTES 2. STEPS SHALL BE PLACED SO THAT THE OFFSET VERTICAL PORTION OF THE CONE IS FACING DOWN STREAM. 3. WHEN MANHOLE JOINTS OCCUR BELOW THE WATER TABLE THEY SHALL BE SEAL WRAPPED AS DESCRIBED IN ,°• •;°• •;a• •;°• . ;°• 1. "DIA" DENOTES OUTSIDE DIAMETER OF PIPE THE SPECIFICATION(INCIDENTAL). ►,:' ► 2. PIPE FOUNDATION IMPROVEMENT MATERIAL (3149H MOD.) CONSIDERED INCIDENTAL = _ 4. THE INITIAL AND FINAL RAISING OF CASTINGS SHALL BE CONSIDERED INCIDENTAL. NOTES: P.V.0 WITH COST OF PIPE AND GRANULAR BORROW MATERIAL (3149A MOD.) IN THIS AREA (� 5. BLOCK STRUCTURES WILL NOT BE ALLOWED. 1. PAID AS CLEANOUT(EACH)AND INCLUDES INSTALLATION OF ALL MATERIALS FROM(AND INCLUDING)THE 6. INVERT AND DOGHOUSE COATING SHALL BE STRONG-SEAL 0 QSR,OR APPROVED EQUAL. SERVICE WYE UP TO(AND INCLUDING)THE METER BOX AND COVER. ALL NECESSARY ADJUSTMENTS TO 7. MARKING POST SHALL BE SUPPLIED AND INSTALLED BY THE CONTRACTOR AT ALL MANHOLES LOCATED ACCOMMODATE CONSTRUCTION SHALL BE INCLUDED IN THE CLEANOUT BID ITEM. OUTSIDE OF THE STREET SECTION. 2. INSTALL EVERY 100 FEET OR AS DIRECTED BY ENGINEER LL 8. SERVICES SHALL NOT ENTER THE MANHOLES UNLESS APPROVED BY THE CITY ENGINEER. 3. BENDS AND RISERS TO BE THE SAME SIZE AS SERVICE PIPE. O Special Details r Special Details TYP STANDARD MANHOLE ICAL PVC PIPE BEDDING II= CITY OF � CITY OF CALE NOT TO S W Date. 04-01-15 SANITARY SEWER Date: 04-01-15 0O z 00 (48" DIAMATER) SANITARY SEWER Revised: Revised:HU-SS-1 SERVICE CLEANOUT HU-SS-3 = m -� EST.1906 03-12-2020 EST.1906 03-12-2020 O 0 z U Ln V% z 111<J c 2 1 DRAINAGE&UTILITY PROPERTY LINE/ O O EASEMENT RIGHT OF WAY TYPICAL SERVICE WHERE MINIMUM OF 10'COVER OVER TOP OF E ER IS 4COR LESS OVER 12 1 - 1' I OVER TOP OF PIPE AT - COMPACTED en z PROPERTY LINE III DIA. BACKFILL MIN - AF CERTIFICATION 5 4"OR 6"PVC SCH.40 DIA/4 BUT NOT LESS THAN 6'� III- COARSE FILTER AGGREGATE I hereby certify that this plan, specification, or RISER MnDOT SPEC 3149H MOD. report was prepared by me or under my direct I supervision and that I am a duly Licensed CONCRETE ENCASEMENT -III-III-III-III-III-III-(TYPICAL) Professional Engineer under the laws of the -III State of Minnesota. '*45°BEND HAND-SHAPED FROM EL SET 6° DIA + 12" ANGULAR BEDDING MATERIAL BY THEHE ENGINEER SEE JOINT DETAIL BELOW MIN DIA. COMPLETELYPIPE SHALL BE MANDREL NG OD AND SHALL HAVEGRANU A A B R BEDDING AND NOMINAL D3033 303 OD* RI 4 D3034 D30344 D3034 CLASS B (LOAD FACTOR 1.9� GRANULAR ENCASEMENT WHERE DIRECTED DIA (SDR26) (SDR26) (SDR35) D3033 (SDR26) (SDR35) Signature Name: BY THE ENGINEER 6 4.0" 4" 5.67 5.50 5.62 4.06 4.91 4.91 1/2" 8 5.3" 6" 7.37 7.37 7.52 6.66 6.89 6.61 MICHAEL C. AARON 10 6.7" 6" 9.22 9.21 9.41 8.51 8.79 8.70 Print Name: PROPERTY LINE/ p p 12 8.0" 8" 11.06 10.96 11.19 10.35 10.60 10.48 RIGHT OF WAY q� LU 15 10.0" 9" 13.62 ---- ---- 13.11 1' Date: XXXXX Lic. No.: 25721 TYPICAL SERVICE WHERE COVER I Q _j '(AVERAGE OD+2 TIMES THE MINIMUM WALL THICKNESS)x(0.95) OVER TOP OF SEWER IS 14' OR MORE MINIMUM OF 10'COVER a 6" - L ISSUE RECORD OVER TOP OF PIPE AT 5, N - PROPERTY LINE `� RISER NO. DATE DESCRIPTION = DIA. COMPACTED 4"OR 6"PVC SCH.40 0 10-22-2021 CITY SUBMITTAL � 1/2 _ III- BACKFILL III - 1 03-18-2022 CITY RESUBMITTAL * 45°BEND TRIM ENDS OF III III III ELEV TO BE SET °D ANGLES TO FIT 4" BY THE ENGINEER / MIN 0.5 DIA HAND-SHAPED FROM CONCRETE ENCASEMENT PIPE SHALL BE COMPLETELY ENTRENCHED 1/2" DIA + 12" FIRM UNDISTURBED SOIL (TYPICAL) AND SHALL HAVE GRANULAR BEDDING AND GRANULAR ENCASEMENT 6„ WHERE DIRECTED BY THE ENGINEER w CLASS C-1 (LOAD FACTOR 1.5) MIN O w Q Zz p 30° 1. ALL SERVICE CONNECTIONS INCLUDING NECESSARY v 4"OR 6" S BENDS AND SPECIAL FITTINGS SHALL BE PAID FOR AT THE CONTRACT UNIT PRICE BID PER LINEAR FOOT OF 4"OR 6".NO ADDITIONAL COMPENSATION SHALL BE MARKED OD 6" PROJECT INFO CONCRETE ALLOWED FOR CONCRETE ENCASEMENT OR PIPE BEDDING. 1/2" DRAWN: N. SCHAUFENBUEL ENCASEMENT 2. ALL SERVICE CONNECTIONS SHALL TERMINATE AT DIA. COMPACTED BACKFILL (TYPICAL) THE PROPERTY LINE OR AS SPECIFIED. OD WELD TOGETHER III III DESIGNED: N. SCHAUFENBUEL 3. SERVICE STUB SHALL BE PLUGGED AND MARKED -III III CHECKED: P. SCHROEDER VC YE WITH A 4"x4"TIMBER PROTRUDING TOUT OF THE LE GROUND AND PAINTED GREEN OR STEEL FENCE DIA/4 BUT NOT LESS THAN 6" III_ COARSE FILTER AGGREGATE PROJECT NO: 14356.00 CONCRETE THRUST BLOCKING FOR 4. CONSTRUCT 4"PVC SERVICES FOR RESIDENTIAL AND -POST. III- MnDOT SPEC 3149H MOD. ENCASEMENT CLEANING EQUIPMENT 6"PVC SERVICES FOR COMMERCIAL LOTS. III SHEET TITLE (TYPICAL) 5. WHERE SIDEWALK OR TRAILS ARE PLACED V FROM HAND-SHAPED FROM RIGHT OF WAY,SANITARY SEWER SERVICES SHALL DIA + 12" BE EXTENDED 10'BEYOND RIGHT OF WAY. ANGULAR BEDDING MATERIAL 6. CLEAN-OUT REQUIRED FOR EVERY 100'OF SERVICE. NOTES: ( CIVIL DETAILS 1. MANDREL TEST SHALL BE COMPLETED PRIOR TO FINAL BITUMINOUS PAVING(SEE SPECIFICATION). CLASS C-2 LOAD FACTOR 1.5 � � CITY OF TYPICAL SERVICE CONNECTION Date: Special Details CITY OF MANDREL DETAIL Date Special Details 04-01-15 04-01-15 FOR SANITARY SEWER HU-SS-4 HU-SS-5 Revised: Revised: SHEET EST.1906 03-12-2020 EST.1906 03-12-2020 TYPICAL RCP PIPE BEDDING -�� -�- NOT TO SCALE C5e3 C, A J W � mo7W Y Y Y Q J -'JL_ 0 1 3 '3 3 3701 WAYZATA BOULEVARD a F O P z0N SUITE 100 a S STRAIGHT AY BE USED FORMS O O MAX. M I N N EAPO LI S, MN 55416-3791 W C, 3u WALK PH: 763-475-0010 /FL FLOARE OO Q S www.srfconsulting.com Q BACK OF CURBCz F ON 8%-10% FLARE � FLOW LINE O Oil Oil 0 0 O PREPARED FOR ~ocl- FRONT OF GUTTER © 8 NON-WALKABLE A F OR WALKABLE U SURFACE MAX. Oil SHALL ONLY DB DIAGONAL ALL properties a PERPENDICULAR �� FAN@ Q OTHER CURB RAMP TYPES HAVE BEEN A F EVALUATED AND DEEMED IMPRACTICAL 8%-10% FLARE C\ DENNIS PROPERTIES 44 \ NOTES: LANDINGS SHALL BE LOCATED ANYWHERE THE PEDESTRIAN ACCESS ROUTE (PAR)CHANGES Oil DIRECTION,AT THE TOP OF RAMPS THAT HAVE RUNNING SLOPES GREATER THAN 5.0%, 2214 FIFTH STREET, UNIT 3, 0 311 AND IF THE APPROACHING WALK IS INVERSE GRADE GREATER THAN 2%. a INITIAL CURB RAMP LANDINGS SHALL BE CONSTRUCTED WITHIN 15'FROM THE BACK WHITE BEAR LAKE, MN 55110 OF CURB,WITH 6'FROM THE BACK OF CURB BEING THE PREFERRED DISTANCE,ONLY NON-WALKABLE OR S NON-WALKABLE OR APPLICABLE WHEN THE INITIAL RAMP RUNNING SLOPE IS OVER 5.0%. 6 51-24 7-7007 WALKABLE SURFACE O O WALKABLE SURFACE SECONDARY CURB RAMP LANDINGS ARE REQUIRED FOR EVERY 30" OF VERTICAL RISE FLARE FLARE WHEN THE LONGITUDINAL RUNNING SLOPE IS GREATER THAN 5.07. CONTRACTION JOINTS SHALL BE CONSTRUCTED ALONG ALL GRADE BREAKS WITHIN THE PAR.1/4" DEEP o O O 0„ 0„ O O Q1 VISUAL JOINTS SHALL BE USED AT THE TOPS OF CONCRETE FLARES ADJACENT TO WALKABLE SURFACES PROJECT F ALL GRADE BREAKS WITHIN THE PAR SHALL BE PERPENDICULAR TO THE PATH OF TRAVEL.THUS BOTH A 7 SIDES OF A SLOPED WALKING SURFACE MUST BE EQUAL LENGTH.(EXCEPT AS STATED IN © BELOW. G TIERED PERPENDICULAR TO ENSURE INITIAL RAMPS AND INITIAL LANDINGS ARE PROPERLY CONSTRUCTED,LANDINGS SHALL BE CAST SEPARATELY.FOLLOW SIDEWALK REINFORCEMENT DETAILS ON SHEET 6 AND THE ADA SPECIAL PROVISIONS - PROSECUTION OF WORK (ADA). C 7 2 3�� MODIFIED FAN OD TOP OF CURB SHALL MATCH PROPOSED ADJACENT WALK GRADE. Q 4 USED WHEN RIGHT-OF-WAY WHEN THE BOULEVARD IS 4'WIDE OR LESS,THE TOP OF CURB TAPER SHALL MATCH THE RAMP j © F Oil IS CONSTRAINED SLOPES TO REDUCE NEGATIVE BOULEVARD SLOPES FROM THE TOP BACK OF CURB TO THE PAR. 5 2 8 ALL RAMP TYPES SHOULD HAVE A MINIMUM 3'LONG RAMP LENGTH. LLJ 4'MINIMUM WIDTH OF DETECTABLE WARNING IS REQUIRED FOR ALL RAMPS.DETECTABLE WARNINGS L U VX Q F SHALL CONTINUOUSLY EXTEND FOR A MIN.OF 24" IN THE PATH OF TRAVEL.DETECTABLE 2 WARNING TO COVER ENTIRE WIDTH OF SHARED-USE PATHS AND THE ENTIRE PAR WIDTH OF IAl c @► THE WALK. DETECTABLE WARNING SHOULD BE 6" LESS THAN THE PAR/TRAIL WIDTH.ARC F LENGTH OF RADIAL DETECTABLE WARNINGS SHOULD NOT BE GREATER THAN 20 FEET. O Oil C I Oil O OF CURB.RADIAL 4 \ DETECTABLERECTANGULARWARNINGS BS LE ALL BEN EGS TBACKL3BEMINIMUM KTO 6"ROM MAXIMUMTHEBACK FROM THE BACK OF CURB. Gj PARALLEL LA 01 MATCH FULL HEIGHT CURB. On O2 4'MINIMUM DEPTH LANDING REQUIRED ACROSS TOP OF RAMP. Q O1 311 O3 3" HIGH CURB WHEN USING A 3-LONG RAMP,4" HIGH CURB WHEN USING A 4.LONG RAMP. CURB OR VAR. 4RED MIN. ® SEE SHEET 4 OF 6,TYPICAL SIDE TREATMENT OPTIONS,FOR DETAILS ON FLARES CURB AND GUTTE RAMP REQUIRED LANDING AND RETURNED CURBS,WHEN INITIAL LANDING IS AT FULL CURB HEIGHT. O rI 1/4" R. _ _ - O1 Q5 DETECTABLE WARNINGS MAY BE PART OF THE 41X 4'MIN.LANDING AREA IF IT IS NOT FEASIBLE TO CONSTRUCT THE LANDING OUTSIDE OF THE DETECTABLE WARNING AREA. \ THE GRADE BREAK SHALL BE PERPENDICULAR TO THE BACK OF WALK. THIS WILL ENSURE 0.02 FT./FT.MAX. S THAT THE GRADE BREAK IS PERPENDICULAR TO THE DIRECTION OF TRAVEL.(TYPICAL FOR ALL) ° a a 6" ° >0.05 FT./FT.AND O WHEN ADJACENT TO GRASS,GRADING SHALL ALWAYS BE USED WHEN FEASIBLE. CURB, CONCRETE 5 0.083 FT./FT PREFERRED IF USED,SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF WAY ALLOWS. WALK WHEN ADJACENT TO PARKING LOTS,CONCRETE OR BITUMINOUS TAPERS SHOULD BE USED c OVER V CURB TO REDUCE TRIPPING HAZARDS AND FACILITATE SNOW & ICE REMOVAL. w �2 SECTION A-A G Q A 7'MIN TOP RADIUS GRADE BREAK REQUIRED TO BE CONSTRUCTIBLE. 9 PAVE FULL WALK WIDTH. z \ PERPENDICULAR/TIERED/DIAGONAL 011 O 0 "S" SLOPES ON FANS SHALL ONLY BE USED WHEN ALL OTHER FEASIBLE OPTIONS HAVE BEEN v 'C" CURB OR © EVALUATED AND DEEMED IMPRACTICAL. o CURB AND GUTTER VAR. 410"MIN. 5 ( n a 1/4" R. RAMP REQUIRED LANDING LEGEND v THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT.IF SITE C° o a °o o° a. ONDITIONS WARRANT,LONGITUDINAL SLOPES UP TO 8.3% OR FLATTER ARE ALLOWED. ° o ` S INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 0.02 FT./FT.MAX. ILL_ 5.07 MINIMUM AND 8.3% MAXIMUM IN THE DIRECTION SHOWN>0.02 FT./FT.AND O CONCRETE G AND THE CROSS SLOPE SHALL NOT EXCEED 2.0%. a Q WALK 5 0.05 FT./FT PREFERRED F INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE GREATER 1011 THAN 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN SECTION B-B 4'0"MIN. Q AND CROSS SLOPE SHALL NOT EXCEED 2.0%. 3: I= REQUIRED LANDING LANDING AREA - 4'X 4'MIN.(5'X 5'MIN.PREFERRED)DIMENSIONS AND MAX FAN 1/4" R ® 2.0% SLOPE IN ALL DIRECTIONS.LANDING SHALL BE FULL WIDTH OF INCOMING PARS. 0 z- ; - - - - - - - - - - DEPRESSED CORNER 00 x" CURB HEIGHT � m REVISEDsO O REVISIONS CURB OR 611 �; PEDESTRIAN CURB RAMP DETAILS U Ln W CURB AND GUTTER CONCRETE 0.02 FT./FT.MAX. APPR VED:JANUARY 23,2017 WALK s �pf1n APPROVED: I- w ____ SECTION C-C �r / (1//�I�� Q z L.. - OPERATIONS ENGINEER PARALLEL/DEPRESSED CORNER M ri►� STATE DESIGN ENGINEER 1-2 3-2 017 STANDARD PLAN 5-2 9 7.2 5 0 1 OF 6 5 c W 1 1 � NOTES: i Onn LANDINGS SHALL BE LOCATED ANYWHERE THE PEDESTRIAN ACCESS ROUTE (PAR)CHANGES O V DIRECTION,AT THE TOP OF RAMPS THAT HAVE RUNNING SLOPES GREATER THAN 5.0%, r WALKABLE AND IF THE APPROACHING WALK IS INVERSE GRADE. O SURFACE INITIAL CURB RAMP LANDINGS SHALL BE CONSTRUCTED WITHIN 151FROM THE BACK en Q1 OF CURB,WITH 6-FROM THE BACK OF CURB BEING THE PREFERRED DISTANCE,ONLY z F APPLICABLE WHEN THE INITIAL RAMP RUNNING SLOPE IS OVER 5.0%. o 6 SECONDARY CURB RAMP LANDINGS ARE REQUIRED FOR EVERY 30" OF VERTICAL RISE QZ RAMP WHEN THE LONGITUDINAL SLOPE IS GREATER THAN 5.0%. > > CONTRACTION JOINTS SHALL BE CONSTRUCTED ALONG ALL GRADE BREAKS WITHIN THE PAR.1/4" DEEP VISUAL CERTIFICATION 2'MAX JOINTS SHALL BE USED AT THE TOP GRADE BREAK OF CONCRETE FLARES ADJACENT TO WALKABLE SURFACES. W ©0 0° I hereby certify that this plan, specification, or ALL GRADE BREAKS WITHIN THE PAR SHALL BE PERPENDICULAR TO THE PATH OF TRAVEL. report was prepared b me or m direct 8% TO 10% SLOPE THUS BOTH SIDES OF A SLOPED WALKING SURFACE MUST BE EQUAL LENGTH. p p p y Y 7 s F supervision and that I am a duly Licensed o O TO ENSURE INITIAL RAMPS AND INITIAL LANDINGS ARE PROPERLY CONSTRUCTED,LANDINGS SHALL BE CAST SEPARATELY.FOLLOW SIDEWALK REINFORCEMENT DETAILS ON SHEET 6 AND Professional Engineer under the laws of the THE ADA SPECIAL PROVISION (PROSECUTION OF WORK). State Of Minnesota. 0" TOP OF CURB SHALL MATCH PROPOSED ADJACENT WALK GRADE. ` ® S WHEN THE BOULEVARD IS 4'WIDE OR LESS,THE TOP OF CURB TAPER SHALL MATCH THE RAMP NON-WALKABLE SLOPES TO REDUCE NEGATIVE BOULEVARD SLOPES FROM THE TOP BACK OF CURB TO THE PAR. ® SURFACE ALL RAMP TYPES SHOULD HAVE A MINIMUM 3'LONG RAMP LENGTH. o C� 1jff � y 4'MINIMUM WIDTH OF DETECTABLE WARNING IS REQUIRED FOR ALL RAMPS.DETECTABLE WARNINGS a 0,� SHALL CONTINUOUSLY EXTEND FOR A MIN.OF 24" IN THE PATH OF TRAVEL.DETECTABLE Signature Name: o A G1s O WARNING TO COVER ENTIRE WIDTH OF SHARED-USE PATH AND THE ENTIRE PAR WIDTH OF O3 9Fc S 0 2 BACK OF CURB THE WALK. DETECTABLE WARNING SHOULD BE 6" LESS THAN THE PAR/PATH WIDTH.ARC M IC H A E L C. AA R O N FLOW LINE DIRECTIONAL RAMP WALKABLE FLARE LENGTH OF RADIAL DETECTABLE WARNINGS SHOULD NOT BE GREATER THAN 20 FEET. Print Name: O O FRONT OF GUTTER RADIAL DETECTABLE WARNINGS SHALL BE SETBACK 3" MINIMUM TO 6" MAXIMUM FROM THE BACK OF CURB. SEE NOTES O0 & 11 FOR INFORMATION REGARDING RECTANGULAR DETECTABLE WARNING PLACEMENT.116 Date: XXXXX Lic. NO.: 25721 O MATCH FULL CURB HEIGHT. COMBINED DIRECTIONAL O O2 3" HIGH CURB WHEN USING A 3'LONG RAMP c 4" HIGH CURB WHEN USING A 4'LONG RAMP. ISSUE RECORD o O3 3" MINIMUM CURB HEIGHT (5.5'MIN.DISTANCE REQUIRED BETWEEN DOMES) 4" PREFERRED (7'MIN.DISTANCE REQUIRED BETWEEN DOMES).116 NO. DATE DESCRIPTION O4 THE "BUMP" IN BETWEEN THE RAMPS SHOULD NOT BE IN THE PATH OF TRAVEL FOR COMBINED DIRECTIONAL o RAMPS. IF THIS OCCURS MODIFY THE RAMP LOCATION OR SWITCH RAMP TO A FAN/DEPRESSED CORNER. O 1 O-2 2-202 1 CITY SUBMITTAL 10 GRADE BGRADEREAK Q WHEN USING CONCRETE PAVED FLARES ON THE OUTSIDE OF DIRECTIONAL RAMPS,AND ADJACENT TO A 5'MAX 1 RAMP BREAK RAMP WALKABLE SURFACE,DIRECTIONAL RAMP FLARES SHOULD BE USED. SEE THE DETAIL ON THIS SHEET. 1 03-18-2022 CITY RESUBMITTAL NON-WALKABLE SURFACE O O MAX.2.0% SLOPE © GRADING SHALL ALWAYS BE USED WHEN FEASIBLE.V CURB,IF USED,SHALL BE PLACED OUTSIDE THE SIDEWALK a MAX.2.0% SLOPE 13 IN ALL DIRECTIONS LIMITS WHEN RIGHT OF WAY ALLOWS.WHEN ADJACENT TO PARKING LOTS,CONCRETE OR BITUMINOUS TAPERS 0" 13 IN ALL DIRECTIONS SHOULD BE USED OVER V CURB TO REDUCE TRIPPING HAZARDS AND FACILITATE SNOW & ICE REMOVAL. Q7 MAX.2.0% SLOPE IN ALL DIRECTIONS IN FRONT OF GRADE BREAK AND DRAIN TO FLOW LINE.SHALL BE S 7 0.. CONSTRUCTED INTEGRAL WITH CURB AND GUTTER. 0.. ® 8% TO 10% WALKABLE FLARE. o --- - - ------------- 13 13 O9 PLACE DOMES AT THE BACK OF CURB WHEN ALLOWABLE SETBACK CRITERIA IS EXCEEDED. 0" ©0 FRONT EDGE OF DETECTABLE WARNING SHALL BE SET BACK 2'MAXIMUM WHEN ADJACENT TO WALKABLE 2 il SURFACE,AND 5-MAXIMUM WHEN ADJACENT TO NON-WALKABLE SURFACE WITH ONE CORNER SET 3" FROM OO p Q1 BACK OF CURB.A WALKABLE SURFACE IS DEFINED AS A PAVED SURFACE ADJACENT TO A CURB RAMP Q1 0 11 WITHOUT RAISED OBSTACLES THAT COULD MISTAKENLY BE TRAVERSED BY A USER WHO IS VISUALLY o IMPAIRED. IF NON-CONCRETE BLVD.IS CONSTRUCTED AND IS 11 LESS THAN 2'IN WIDTH AT TOP OF CURB RECTANGULAR DETECTABLE 11 WARNINGS MAY BE SETBACK UP TO 9" FROM THE BACK OF CURB WITH CORNERS TRANSITION,PAVE CONCRETE RAMP WIDTH TO DETECTABLE WARNING PLACEMENT WHEN SET 3" FROM BACK OF CURB. IF 9" SETBACK IS EXCEEDED USE RADIAL DETECTABLE WARNINGS. ADJACENT BACK OF CURB. SETBACK CRITERIA IS EXCEEDED 12 12 FOR DIRECTIONAL RAMPS WITH THE DETECTABLE WARNINGS PLACED AT THE BACK OF CURB,THE DETECTABLE 2 WARNINGS SHALL COVER THE ENTIRE WIDTH OF THE WALK/PATH.THIS ENSURES A DETECTABLE EDGE AND HELPS ELIMINATE THE CURB TAPER OBSTRUCTING THE PATH OF PEDESTRIAN TRAVEL. STANDARD ONE-WAY DIRECTIONAL O ONE-WAY DIRECTIONAL WITH DETECTABLE 13 THE CONCRETE WALK SHALL BE FORMED AND CONSTRUCTED PERPENDICULAR TO THE BACK OF CURB. PROJECT INFO WARNING AT BACK OF CURB MAINTAIN 3" BETWEEN EDGE OF DOMES AND EDGE OF CONCRETE. DRAWN: N. SCHAUFENBUEL .c 14 TO BE USED FOR ALL DIRECTIONAL RAMPS,EXCEPT WHERE DOMES ARE PLACED ALONG THE BACK OF CURB. DESIGNED: N. SCHAUFENBUEL w o O CHECKED: P. SCHROEDER 6" CONCRETE WALK 3" MINIMUM CLASS 5 LEGEND PROJECT NO: 14356.00 o AGGREGATE BASE THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT.IF SITE 1.0% MIN. CONDITIONS WARRANT,LONGITUDINAL SLOPES UP TO 8.3% OR FLATTER ARE ALLOWED. t w' 2.0% MAX VAR.RAMP S H EET TITLE °. a ° RAMP a ::o a ' a ° S INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN o z a o a o a o 5.0% MINIMUM AND 8.3% MAXIMUM IN THE DIRECTION SHOWN W AND THE CROSS SLOPE SHALL NOT EXCEED 2.0%. ° g INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE GREATER z NON-WALKABLE OR o ° ° ° THAN 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN WALKABLE SURFACE TYPICAL SIDEWALK SECTION AND CROSS SLOPE SHALL NOT EXCEED 2.0%. w ° a WITHIN INTERSECTION CORNER ® LANDING AREA - 4'X 4'MIN.(5'X 5'MIN.PREFERRED)DIMENSIONS AND MAX CIVIL DETAILS a 0" 6" CONCRETE WALK 2.0% SLOPE IN ALL DIRECTIONS.LANDING SHALL BE FULL WIDTH OF INCOMING PARS. BACK OF CURB 0' FLOW LINE 2.0%-3.0% X" CURB HEIGHT GUTTER SLOPE SECTION D-D FRONT OF GUTTER CURB FOR DIRECTIONAL RAMPS '`rr��rr� aEvrsEo: W w t PEDESTRIAN CURB RAMP DETAILS SHEET 14 REVISION: z g APPR VEDSJANUARY 23,2017 all APPROVEDs LU w #_ @OFSTATE DESIGN ENGINEER 1-23-2017 STANDARD PLAN 5-297.250 2 OF 6 � @J OPERATIONS ENGINEER rir� C5e4 a� FRONT OF GUTTER INSET A INSET A INSET A 13a o_ FRONT OF GUTTER FRONT OF GUTTER 4O OO BACK OF CURB/ BACK OF CURB/ BACK OF CURB/ a 1/4" FLOW LINE EDGE OF WALK FLOW LINE EDGE OF WALK FLOW LINE EDGE OF WALK 12 0 2-5% Q4 O4 1/4" 4 1/4' Oq ° „� ° 2-37 O 0 3% �° ° ° ° z ° 3701 WAYZATA BOULEVARD n D 1/4" 7u ° qr o ° or 1/4" 17" o o 1/4" "' SUITE 100 ob � ff oo° °. ° °r °° °° o o° p°... o°p r° °° �C° - �, s MINNEAPOLIS, MN 55416 3791 LU PH: 763-475-0010 24" 8-12" 24" 8-12" 24" 8-12" OPTIONAL SILL CURB WHEN SIDEWALK © IS AT BACK OF CURB www.srfconsulting.com o PERPENDICULAR QQ NON PERPENDICULAR OO FOR CURB MACHINE PLACEMENT AROUND RADIUS 3 CONCRETE SILL TO BE USED ONLY WHEN PEDESTRIAN ACCESS ROUTE CURB & GUTTER DETAIL (REGARDLESS OF RAMP TYPE) O SPECIFIED IN THE PLAN. PREPARED FOR OINSET B RAMP MILL VERTICAL SAWCUT BIT. 5 & 4 properties o EDGE Q&O4 PAVEMENT O O 2" BITUMINOUS EXISTING BIT. REMOVE & REPLACE 1/4" MIN.TO PAVEMENT EXISTING BIT. MILL & PATCH PAVEMENT BIT.PAVEMENT ` 1/2" MAX. a DENNIS PROPERTIES ° ° 0. 6" CONCRETE WALK a •a° . °a ;a 0°. '4. o .a 0°. O a 4 O°. D a :4 . ..°.J :° 4 0.°. 4.'°.4 4.:°.4..: �. 4.:°.4 .4 ;' 4.•°,4 .4 .4 2214 FIFTHSTREET, UNIT 3, C1 Q•' 0'°.°' d' °°.°'.4•' °'°.°'.4•' 0'°.°' o-a.° d' °4.° C °•d.° o ..'o WHITE BEAR LAKE MN 55110 PROJECTED BACK OF CURB/ 651-247-7007 FLOW LINE EDGE OF WALK •' o.': '•o': o.': o o.': ' o': :o.' FRONT OF GUTTER 1/4" 40 9'°:°'.n 9'°:°'.a ° 24"MIN. 24"MIN. OO o. o. . ..'o 5% MAX. 0 1/4 °°°° ° ° ° ° ° o ° o:a°a o:° o.: SAWCUT o ° ° SAWCUT BIT. VARIABLE DEPTH CONCRETE PAVEMENT PAVEMENT CONCRETE BASE o ° EXISTING PROJECT INSET A EXISTING BIT. PAVEMENT 2" BIT.PATCH CONCRETE PAVEMENT 4 o Q5 &O4 24" 0 8-12 c'..'4 °, 4 0.. 4 Q ..° o':p o::° o.'p o::° o:p' o::° o.'p' o:.'° o':p o:.' t o a ° a .a a ."Oa .4 .1 °: 4a.. 4' °;.4 .1 n 0. 'a.4 'a.4 '.' 4 '°.a: a 4 a.4 ° 4 '°.4 ° 4 o °° ° o o. e ° a ODO0 D0 •D . INSET B c° a °.d :'� .a °' .'. 4 'o.` .'. C.:o-°a'° 4'.0�a;°•. 4';0•�0:° ' ° 4 t/2 OUTFLOW GUTTER . °: 9ii o' '°' 4. . 0'°.°' d.'. °'°.° d'.�,.°°.° 4 d c 1:3 MIN.TAPER 24 MIN. 1:5 PREFERRED TAPER ONLY ALLOWED PER ENGINEER'S APPROVALUj LLJ (UPSTREAM SIDE) PAVEMENT TREATMENT OPTIONS IN FRONT OF CURB & GUTTER Q a a o FOR USE ON CURB RAMP RETROFITS z Q Q NOTES: w POSITIVE FLOW LINE DRAINAGE SHALL BE MAINTAINED THROUGH THE PEDESTRIAN ACCESS ROUTE (PAR)AT A 2% MAXIMUM. NO PONDING SHALL BE PRESENT IN THE PAR. z U ANY VERTICAL LIP THAT OCCURS AT THE FLOW LINE SHALL NOT BE GREATER THAN 1/4 INCH. LO Q M HOLD TANGENT 5' 0 o Q1 FOR USE AT CURB CUTS WHERE THE PEDESTRIAN'S PATH OF TRAVEL IS ASSUMED PERPENDICULAR TO THE GUTTER v PAST OUTSIDE ZERO w� FLOW LINE.RAMP TYPES INCLUDE:PERPENDICULAR,TIERED PERPENDICULAR,PARALLEL, AND DIAGONAL RAMPS. Q2 FOR USE AT CURB RAMPS WHERE THE PEDESTRIAN'S PATH OF TRAVEL IS ASSUMED NON o a PERPENDICULAR TO THE GUTTER FLOW LINE.RAMP TYPES INCLUDE:FANS & DEPRESSED CORNERS. o Q3 BEGIN GUTTER SLOPE TRANSITION 10'OUTSIDE OF ALL CURB RAMPS. O n » Q4 THERE SHALL BE NO VERTICAL DISCONTINUITIES GREATER THAN 1/4". e w - — - - — - 7/ // Q5 ELEVATION CHANGE TAKES PLACE FROM THE EXISTING TO NEW FRONT OF GUTTER. SMALL RADIUS PATCH IS USED TO MATCH THE NEW GUTTER FACE INTO THE EXISTING ROADWAY. Q 2'-10'TYPICAL ,� VARIABLE WIDTH FOR DIRECTIONAL CURB APPLICATIONS.SEE SHEET 2 FOR DIRECTIONAL CURB SLOPE REQUIREMENTS. Q w 20'MAX.RECOMMENDED cr w t�7 TOP FRONT OF GUTTER SHALL BE CONSTRUCTED FLUSH WITH PROPOSED ADJACENT PAVEMENT ELEVATION. cc g TO NOT AFFECT PARKING TOP 1.5" OF THE GUTTER FACE MUST BE A FORMED EDGE. PAR GUTTER SHALL NOT BE OVERLAID. a o N ' ® SHOULD BE USED AT VERTICALLY CONSTRAINED AREAS WHEN AT A DRAINAGE HIGH POINT OR SUPER ELEVATED ROADWAY SEGMENTS. o 2 9 DRILL AND GROUT NO. EPDXY-COATED 18" LONG TIE BARS AT 30" CENTER TO 11 HOLD TANGENT 5 o O / n k° W PAST OUTSIDE ZERO w LARGE RADIUS CENTER INTO EXISTING CONCRETE PAVEMENT 1'MINIMUM FROM ALL JOINTS. `.J Q a / wW 20'-40'TYPICAL „ OO HELPS PROVIDE TWO SEPARATE RAMPS,REDUCES THE DOME SETBACK LENGTH AND MINIMIZES DIRECTIONAL CURB. cl z 1:3 MINcl� .TAPER a THIS RADIUS DESIGN CLOSELY FOLLOWS THE TURNING VEHICLE PATH WHILE OPTIMIZING CURB RAMP LENGTH. (DOWNSTREAM SIDE) 11 CURB EXTENSIONS SHOULD BE USED IN VERTICALLY CONSTRAINED AREAS,USUALLY IN DOWNTOWN ROADWAY SEGMENTS WHERE ON-STREET PARKING IS AVAILABLE.CURB EXTENSIONS SHOULD BE CONSIDERED FOR APS INTERSECTIONS WHERE SPACE IS LIMITED. LL SMALL RADIUS PUSH BUTTONS MUST MEET APS CRITERIA AS DESCRIBED IN THE PUSH BUTTON LOCATION DETAIL SHEET. O 2'-10'TYPICAL Q PLACE BOND BREAKER BETWEEN WALK AND TOP OF SILL. COMBINED DIRECTIONAL O 13 1/2" PREFORMED JOINT FILLER PER MNDOT SPEC.3702. DC (COMPOUND RADIUS) QQ DIMENSION TO BE SAME AS SIDEWALK THICKNESS,4" MIN. LLB ADA CURB EXTENSION WITH COMPOUND RADIUS (BUMP OUT) 11 REVISED O z 00 DIRECTION OF TRAFFIC REVISION: . ♦, PEDESTRIAN CURB RAMP DETAILS � O O � g MAIN STREET i W � APPR-(�VED:J�iN`UAR��17-- � `= I � �pyEp r , Ln OPERATIONS ENGINEER N STATE DESIGN ENGINEER 1-2 3—2 017 STANDARD PLAN 5—2 9 7.2 5 0 3 OF 6 Z V� Ln Q � z PLACE DETECTABLE ;-------� WARNINGS ENTIRE \ FACE OF CURB/PROJECTED FACE OF CURB WALK/PATH WIDTH aiLANDING BgCK MATCH INPLACE / I I I OF CURB HEIGHT MATCH INPLACE O a WALKABLE WALKABLE CVRg CURB HEIGHT I DETECTABLE , O FLARE RAMP FLARE CUR _ _ _ _ _ _ _ _ _ _ _ _ BpCKOF CURB WARNINGS V m 0 O � a WALKABLE WALKABLE B TgPf I 41 a SURFACE 8-10% 8-10% SURFACE R 1 1pQ R -.� 14 14 12 z L ONCRETE I� ONCRET O _ - 1 CURD B I °° .° FLARE FLARE y ° Oi C O I ° o ° NEAREST UR6 1 o RAIL 2 1 2 rgPeR CURB 1 APER O I 1.0 o. o CERTIFICATION CROSSING ° o 3" MINIMUM CURB HEIGHT,4" PREFERRED 1 4'8.5" ' ° SURFACE I hereby certify that this plan, specification, Or J PAVED FLARES (MEASURED AT FRONT FACE OF CURB) I o ° o ° report was prepared by me or under my direct ADJACENT TO WALKABLE SURFACE FOR A MIN 6" LENGTH (MEASURED ALONG FLOW LINE) °. a I supervision and that I am a duly Licensed -----, DETECTABLE EDGE WITH ® o Professional Engineer under the laws of the State of Minnesota. LANDING CURB AND GUTTER PEDESTRIAN o � I GATEARM EDGE OFROAD 1 13 a NON-WALKABLE RAMP NON-WALKABLE RAILROAD 77 SURFACE 1:6 1:6 SURFACE Q) 7 6 GAT DETECTABLE DWARNINGSE Signature CONCRETE CONCRETE Name: FLARE m FLARE 1'MINIMUM 6 7 �4.5' 4.25' MICHAEL C. AARON Print Name: I�8.75' o I ° °l 7 16 Date: XXXXX Lic. No.: 25721 PAVED FLARES ° 6 6 RAILROAD CROSSING ADJACENT TO NON—WALKABLE SURFACE PLAN VIEW ISSUE RECORD EDGE OF 7 ROAD NOTES: NO. DATE DESCRIPTION --------; SEE STANDARD PLATE 7038 AND THIS SHEET FOR ADDITIONAL DETAILS ON DETECTABLE WARNING. RADIAL DETECTABLE WARNING RECTANGULAR DETECTABLE WARNING A WALKABLE SURFACE IS DEFINED AS A PAVED SURFACE ADJACENT TO A CURB RAMP WITHOUT O 10-22-2021 CITY SUBMITTAL o LANDING RAISED OBSTACLES THAT COULD MISTAKENLY BE TRAVERSED BY A USER WHO IS VISUALLY IMPAIRED. DETECTABLE EDGE WITHOUT CURB AND GUTTER CONCRETE FLARE LENGTHS ADJACENT TO NON-WALKABLE SURFACES SHOULD BE LESS THAN 8'LONG 1 03-18-2022 CITY RESUBMITTAL a L------- MEASURED ALONG THE RAMPS FROM THE BACK OF CURB. Q RAMP �� 1 0" CURB HEIGHT. NON-WALKABLE NON-WALKABLE Q2 FULL CURB HEIGHT. D SURFACE /1:6 1:6� SURFACE Q3 2'FOR 4" HIGH CURB AND 3'FOR 6" HIGH CURB. GRADED m GRADED ® SIDE TREATMENTS ARE APPLICABLE TO ALL RAMP TYPES AND SHOULD BE IMPLEMENTED AS NEEDED AS FIELD /FLARE FLARE CONDITIONS DICTATE.THE ENGINEER SHALL DETERMINE THE RAMP SIDE TREATMENTS BASED ON MAINTENANCE OF BOTH ROADWAY AND SIDEWALK,ADJACENT PROPERTY CONSIDERATIONS,AND MITIGATING CONSTRUCTION IMPACTS. of 2 "1 1 � 2 9 O5 TYPICALLY USED FOR MEDIANS AND ISLANDS. © WHEN NO CONCRETE FLARES ARE PROPOSED,THE CONCRETE WALK SHALL BE FORMED AND CONSTRUCTED 0 PERPENDICULAR TO THE EDGE OF ROADWAY. MAINTAIN 3" MAX.BETWEEN EDGE OF DOMES AND EDGE OF CONCRETE. GRADED FLARES IF NO CURB AND GUTTER IS PLACED IN RURAL SECTIONS,DETECTABLE WARNINGS SHALL BE PLACED 1' FROM --;;'-„ THE EDGE OF BITUMINOUS ROADWAY AND/OR BITUMINOUS SHARED-USE PATH TO PROVIDE VISUAL CONTRAST. c 15 2' ®ALL CONSTRUCTED CURBS MUST HAVE A CONTINUOUS DETECTABLE EDGE FOR THE VISUALLY IMPAIRED. -------; THIS DETECTABLE EDGE REQUIRES DETECTABLE WARNINGS WHEREVER THERE IS ZERO-INCH HIGH CURB.CURB TAPERS ARE CONSIDERED A DETECTABLE EDGE WHEN THE TAPER STARTS WITHIN 3" OF THE EDGE OF THE c LANDING DETECTABLE WARNINGS AND UNIFORMLY RISES TO A 3-INCH MINIMUM CURB HEIGHT.ANY CURB NOT PART PROJECT INFO 1/2' R. OF A CURB TAPER AND LESS THAN 3 INCHES IN HEIGHT IS NOT CONSIDERED A DETECTABLE EDGE AND aCURB DESIGN V CURB DESIGN V TURF OR 6" VAR. 411 THEREFORE IS NOT COMPLIANT WITH ACCESSIBILITY STANDARDS. SEE PEDESTRIAN SEE PEDESTRIAN CONCRETE TOP OF GUTTER Q9 DRILL AND GROUT 1 - NO.4 12" LONG REINFORCEMENT BAR (EPDXY COATED)WITH 3" MIN. COVER. DRAWN: N. SCHAUFENBUEL W RAMP CURB REINFORCEMENT BARS ARE NOT NEEDED IF THE APPROACH NOSE IS POURED INTEGRAL WITH THE V CURB. g � APPROACH NOSE APPROACH NOSE � DESIGN V DESIGNED: N. SCHAUFENBUEL Q DETAIL DETAIL a 10 DRILL AND GROUT 2 - NO.4 12" LONG REINFORCEMENT BARS (EPDXY COATED)WITH 3" MIN. COVER.REINFORCEMENT v ` .o „ B B BARS ARE NOT NEEDED IF THE APPROACH NOSE IS POURED INTEGRAL WITH THE CURB AND GUTTER. U W o NON-WALKABLE NON-WALKABLE ° a 7 CHECKED: P. SCHROEDER SURFACE ❑ SURFACE 11 SIDE TREATMENT EXAMPLES SHOWN ARE WHEN THE INITIAL LANDING IS APPROXIMATELY LEVEL WITH THE FULL j T A HEIGHT CURB (I.E.6'LONG RAMP FOR 6" HIGH CURB). WHEN THE INITIAL LANDING IS MORE THAN 1" BELOW g SECTION A-A FULL HEIGHT CURB REFER TO SHEETS 1 & 2 TO MODIFY THE CURB HEIGHT TAPERS AND MAINTAIN POSITIVE PROJECT NO: 14356.00 o z 2 1 2 CURB & O2 BOULEVARD DRAINAGE. ° J GUTTER / 12 NEAREST EDGE OF DETECTABLE WARNING SURFACES SHALL BE PLACED 12'MINIMUM TO 15'MAXIMUM FROM THE S H EET TITLE Q 2 NEAREST RAIL.FOR SKEWED CULAR TRAILWAYS O THE N IN NO INSTANCE SHALL THE DETECTABLE WARNING BE CLOSER THAN 12 11 RETURNED CURB �5 CONCRETE TURF OR 6' �TOP OF SIDEWALK // OO 13 WHEN PEDESTRIAN GATES ARE PROVIDED,DETECTABLE WARNING SURFACES SHALL a j — — — — — — BE PLACED ON THE SIDE OF THE GATES OPPOSITE THE RAIL,2'FROM THE TYPICAL SIDE TREATMENT OPTIONS O 11 h h/2 G 6„ O2 O A APPROACHING SIDE OF THE GATE ARM.THIS CRITERIA GOVERNS OVER NOTE 12 14 CROSSING SURFACE SHALL EXTEND 2'MINIMUM PAST THE OUTSIDE EDGE OF WALK OR SHARED-USE PATH. CIVIL DETAILS 9 3„ 15 15 3'FOR MEDIANS AND SPLITTER ISLANDS. NOSE CAN BE REDUCED TO 2'ON FREE RIGHT ISLANDS. ©SIDEWALK TO BE PLACED 8.75'MIN.FROM THE FACE OF CURB/PROJECTED FACE OF CURB.THIS SECTION B-B ENSURES MIN.CLEARANCE BETWEEN THE SIDEWALK AND GATE ARM COUNTERWEIGHT SUPPORTS. r REVISED: PEDESTRIAN APPROACH REVISION: NOSE DETAIL 4 PEDESTRIAN CURB RAMP DETAILS APPR VED.JANUARY 23,2017 (FOR RETURNED CURB s /I p(�A �� SHEET J w SIDE TREATMENT) z ,` a - OPERATIONS ENGINEER �N�►� STATE DESIGN ENGINEER 1-2 3—2 017 STANDARD PLAN 5—2 9 7.2 5 0 4 OF 6 o - 13 EXISTING - >' �1/2"R43 . -1/2"R. o -�-� WALK �'�'�q ' 1"R• l,i R 2'MIN 2- 4'a`"i...°,,e,,a i'�,`O,a 1 R INSET A VARIABLE j WALKABLE EXISTING HEIGHT H FLARE SIDEWALK o = V CURB INTERSECTION - 1 ....,..+ 6,� PEDESTRIAN V) ``'<i>':o �.r°o�a PUSH BUTTON w c� °i •;.°' r I PEDESTRIAN PATH 3701 WAYZATA BOULEVARD o "�.� y 2 _ _ _ _ - - ' OF TRAVEL LANDING RAMP O ©�i SUITE 100 V CURB ADJACENT TO LANDSCAPE Q EXISTING MINNEAPOLIS, MN 55416-3791 PH: 763-475-0010 BUILDING CURB WITHIN SIDEWALK LIMITS I WWW,SrfCOnSUItln .com w ,.'��EXISTING, RAMP LENGTH WALK, --- - - - - - - - - g VARIABLE h 'EXISTING- HEIGHT PREPARED FOR WALK H O 13 1/2"R• 1"R. ``` 6„ �EKH� T properties a `a.• VARIABLE 4° HEIGHT +:� H - D 8 8 8 HANDICAP PARKING SPACE NOTE: BOTTOM OF ° •_. °.•.,o oar` A.�,` MIN. MIN. MIN WITH PAINTED INTERNATIONAL SIGNS TO BE MOUNTED .•e..,... V CURB ADJACENT TO BUILDING - - - - - - - I- I I SYMBOL OF ACCESSIBILITY 60"-66" FROM DENNIS PROPERTIES +'� °.•�.�P. °,. .:. ° 6" OR BARRIER - - - - - - NOEPARK o WITH CONTRASTING SQUARE PARKING GRADE. ds ��'�•�: .':° :°.' To�; p JNINNVdON BACKGROUND, CENTERED SEE SIGN POST 2 TOWARD DRIVE AISLE. INSTALLATION DETAIL. 2214 FIFTH STREET, UNIT 3, V CURB ADJACENT TO LANDSCAPE CONCRETE CURB DESIGN V HANDICAP SIGN CENTERED HANDICAP PARKING 1.5% 4.5% WHITE BEAR LAKE MN 55110 AT HEAD OF SPACE ON ACCESS PARKING T (VAR.) �' SIGN, 12"X18" OR PER o a CENTER STRIPE. VEHICLE ID 651-247-7007 a CURB OUTSIDE SIDEWALK LIMITS CURB HEIGHT CURB WIDTH A REQUIRED LOCAL CODE. H W SEMI-DIRECTIONAL RAMP (3,4,9) 3' DOME SETBACK, 4' LONG RAMP AND NO PARKING ACCESS AISLE AISLE UP TO f200 FINE SIGN CENTERED AT HEAD FOR VIOLATION <6" 4" HANDICAP VAN PUSH BUTTON 9' FROM THE BACK OF CURB OF SPACE.OA ACCESSIBLE PARKING N 26" 6" I NO PARKING VAN SIGN, 12"X6" OR PER PRIMARILY USED FOR APS APPLICATIONS 60 I ACCESSIBLE LOCAL CODE, AS PROJECT WHERE THE PAR DOES NOT CONTINUE PAST HANDICAP PARKING NO PARKING SIGN 12"X18" APPLICABLE. a THE PUSH BUTTON (DEAD-END SIDEWALK) (VAR.) _ - NOTE: SEE PLAN FOR ACCESS AISLE WITH OR PER LOCAL CODE.OA ACCESSIBLE PARKING SIGN o INSET A PAINTED 12" HIGH PARKING LAYOUT LETTERING "NO LANDING 4'MIN• TRANSITION PANEL O Q PARKING" CENTERED LANDING TOWARD DRIVE AISLE. 5' Z DISTANCE FROM APS PUSH DISTANCE FROM APS PUSH NOTES: a B 4" WIDE PAINTED 10" DIAMETER BUTTON TO EDGE OF SIDEWALK BUTTON TO EDGE OF SIDEWALK STRIPING 45 DEGREE o CENTER SYMBOL 6" WIDE 6" WIDE A WALKABLE FLARE IS AN 8-10% CONCRETE FLARE THAT IS REQUIRED WHEN THE FLARE IS MUST NOT EXCEED 10 INCHES MUST NOT EXCEED 10 INCHES V-CURB I V-CURB A I ADJACENT TO A WALKABLE SURFACE,OR WHEN THE PEDESTRIAN PATH OF TRAVEL OF A DNINNVd DN CROSS HATCH IN PARKING STALL, LU y _____________ ______ _ PUSH BUTTON TRAVERSES THE FLARE. PATTERN AT 2' O.C. ALL LINES TO BE ALL V CURB CONTRACTION JOINTS SHALL MATCH CONCRETE WALK JOINTS. AT ACCESS AISLE. 5" WIDE. LJ.J O 1:2 1:2 6" WIDE FACE OF CURB o 6" WIDE WHERE RIGHT-OF-WAY ALLOWS,USE OF V CURB SHOULD BE MINIMIZED.GRADING ADJACENT i a V-CURB TURF OR SLOPING ADJACENT PAVEMENT IS PREFERRED. V-CURB 3 4" PUSH BUTTON V CURB SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF WAY ALLOWS. o (� STATION POLE 18" WIDE BY 18" LONG, a MIN.12" THICK CONCRETE. OA HANDICAP SIGN 1 A V CURB NEXT TO BUILDING SHALL BE A 4" WIDTH AND SHALL MATCH PREVIOUS TOP CENTERED AT HEAD i`1 � 30" X 30" SQUARE MODIFY THE PUSH BUTTON OF SIDEWALK ELEVATIONS. � 2 Q 4" PEDESTAL POLE B PEDESTAL FOUNDATION STATION TO ALLOW A OF SPACE, 2' MIN. o (LINE UP CENTER OF POLE (MUST BE FLUSH WITH PLAN VIEW SQUARE FOUNDATION. AND 8' MAX. FROM WITH THE BACK OF V-CURB) THE SURROUNDING WALK) Q1 END TAPERS AT TRANSITION SECTION SHALL MATCH INPLACE SIDEWALK GRADES. FACE OF CURB. o PLAN VIEW Q2 ALL V CURB SHALL MATCH BOTTOM OF ADJACENT WALK. ACCESSIBLE PARKING SYMBOL OF ACCESSIBILITY �} EDGE BETWEEN NEW V CURB AND INPLACE STRUCTURE SHALL BE SEALED AND v APS PUSH BUTTON BOND BREAKER SHALL BE USED BETWEEN EXISTING STRUCTURE AND PLACED V-CURB. rI MOUNTING SPACERS ACCESSIBLE SIGNAGE AND STRIPING O (SADDLE ADAPTORS) ®THE MAX.RATE OF CROSS SLOPE TRANSITIONING IS 1'LINEAR FOOT OF SIDEWALK g " PER HALF PERCENT CROSS SLOPE.WHEN PAR WIDTH IS GREATER THAN 6'OR THE NOT TO SCALE Q RUNNING SLOPE IS GREATER THAN 5%,DOUBLE THE CALCULATED TRANSITION LENGTH. E APS PUSH BUTTON rI MOUNTING SPACERS QS TRANSITION PANELS ARE TO ONLY BE USED AFTER THE RAMP,OR IF NEEDED,LANDING c~ w o (SADDLE ADAPTORS) ARE AT THE FULL CURB HEIGHT (TYPICAL SECTION). LO �c j ©EXISTING CROSS SLOPE GREATER THAN 2.0%. ti W Q 18" WIDE CONCRETE TO LEGEND Q W 6" WIDE MATCH HEIGHT OF THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT.IF SITE ;• W V-CURB ADJACENT 6" WIDE V-CURB CONDITIONS WARRANT,LONGITUDINAL SLOPES UP TO 8.3% OR FLATTER ARE ALLOWED. g w i_ z a INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN T Z T5.0% MINIMUM AND 8.3% MAXIMUM IN THE DIRECTION SHOWN 2 a j TOP OF WALK g" TOP OF WALK AND THE CROSS SLOPE SHALL NOT EXCEED 2.O%. POST CAP. 15" ® LANDING AREA - 4'X 4'MIN.(5'X 5'MIN.PREFERRED)DIMENSIONS AND MAX n GALVANIZED STEEL 2.0% SLOPE IN ALL DIRECTIONS.LANDING SHALL BE FULL WIDTH OF INCOMING PARS. _ (TYP.) QT TRANSITION PANEL(S)- TO BE USED FOR TRANSITIONING THE CROSS-SLOPE OF A RAMP TO THE EXISTING WALK CROSS-SLOPE.RATE OF TRANSITION SHOULD BE 0.5% L.L SECTION B-B SECTION A-A PER 1 LINEAR FOOT OF WALK.SEE THIS SHEET FOR ADDITIONAL INFORMATION. SIGN MOUNTING SIGNEHARDWAREA(TYPD) O SIGNAL PEDESTAL & PUSH BUTTON (V-CURB) PUSH BUTTON STATION (V-CURB) Mlss REVISED: w 2 3/8" GALVANIZED STEEL PIPE, i o ROUND. DIRECT BURY IN w W W REVISION: ♦ ; PEDESTRIAN CURB RAMP DETAILS o LANDSCAPE AREA z P. O O Q 4 O z z APPR VED•JANUARY 23,2017 '• . r 11 APPROVED: 08 ~a W LU w J ----- to o 1 Ir --- -- GPERATIGNS ENGINEER----- �' 1-23-2017 STANDARD PLAN 5-297.250 5 OF 6 - a ' ``' = MM OW na 0 STATE DESIGN ENGINEER O O 24" OR I r , ds \ PER PLAN 12" MIN FINAL GRADE 18" MIN FINAL GRADE U a \ 2 PLAN VIEW TO BACK TO BACK L n CONCRETE \ \ O O 12" CURB & GUTTER OF WALK OF CURB , ^ pn \\\ MIN. o \ \ 2 � \ I IM I I=I I I I IM I-1 I =1 1= NON-CONCRETE NON-CONCRETE EXISTING 36" SIDEWALK EXISTING 1�1-III _ = 1-I I-I I III-I o \ BOULEVARD BOULEVARD SIDEWALK MAX. REPLACEMENT SIDEWALK SURFACE MOUNT M O y \ HARDWARE WITH ANCHOR -I I I-I I I I I-1 -1 I I -1 11 O V) LANDING \\ BOLTS AND POST SLEEVE II�-I�1 j 1.0% MIN. 2 WITH ADJUSTMENT BOLTS. -III-I I -_ 11-III- I -_ O \ 5.07 MAX. I I-III-III-I -I I I-III-I I I- w CONCRETE 'I-III-III-II CONCRETE �- I I - \ LANDING LANDING SIDEWALK 1 1=1 1-I CURE & GUTTER I-I ,,:UI \\\\ O O 2 SAW CONCRETE SIDEWALK I-I Ii i iI I \ \ FULL DEPTH ON EXISTING SIGN INSTALLED IN SIDEWALK SIGN INSTALLED IN SIGN INSTALLED IN a \ \ JOINT (INCIDENTAL) LANDSCAPE AREA LANDSCAPE AREA CERTIFICATION \ \\ \ PROFILE VIEW (SURFACE MOUNTED) BEHIND SIDEWALK BEHIND CURB o \ \ \ \\ & 1 hereby certify that this plan, specification, or N \ \ \ \ \\ 2 T T'2 2 SIGN POST INSTALLATION report was prepared by me or under my direct \ \ LOW w CONCRETE CONCRETE0 NOT TO SCALE supervision and that I am a duly Licensed o \ \ \ @L+� \\ o BOULEVARD BOULEVARD 6" Professional Engineer under the laws of the AREA w 4" SID WALK g (TYPICAL) State of Minnesota. a \ \ \ \ \ \ \ \ \ \ \ \ \ \ W © © OPTIONAL SIDEWALK REINFORCEMENT as \ \ \ m EDGE OF THROUGH LANE SIDEWALK REINFORCEMENT TO BE USED a ONLY WHEN SPECIFIED IN THE PLAN. ob 1.0% MIN. 0 5.0% MAX. EXPANSION MATERIAL PLACEMENT FOR OPTIONAL CURB LINE REINFORCEMENT O Signature Name: 0 1.0% MIN. CONCRETE AND BITUMINOUS ROADWAYS PLACEMENT ON BITUMINOUS ROADWAYS MICHAEL C. AARON 43 5.0% MAX. Print Name: 36" MAX. SAWCUT � PROPOSED PAR EXISTING CURB a EDGE OF THROUGH LANE 12" CURB AND GUTTER o o AND GUTTER Date: XXXXX Lic. No.: 25721 n �X � \ w PEDESTRIAN RAMP PEDESTRIAN RAMP ao ° °' o INTEGRAL CURB WITH ROUNDED ISSUE RECORD ai \ Z 3i, MIN. o.. a c.;o..°a 3,i MIN. ° \ EDGES TO HOLD ADJACENT GRADE, a UP TO 2.O% 2.O% Max.OR UP UP To 2.0% UP To 2.0% a ° m NO. DATE DESCRIPTION \ \ \ \ x CHANGE TO 4% CHANGE 2.O% MAX.OR UP a a AS REQUIRED 6" HEIGHT MAX. a o CHANGE TO 4% CHANGE CHANGE 4 pMP �AP�°EO° ° AT RAMP Q \ \ \ SAWCUT V LANDING 2% MAX. 5 � FAR ° A- 1 A_-'I �C� = II II FOR USE ON CURB RAMP RETROFITS PR pN ° 0 1D-22-2021 CITY SUBMITTAL y CABLING\ FLOW LINE PROFILE TABLE - TWIN PERPENDICULARS CROSS SLOPE, p-'� a �1 Pia PL FACE OF AEA T/2 CURB AND GUTTER BOTH DIRECTIONS PER CURB a '� 5 BACK OF a ®b 5 1 03-18-2022 CITY RESUBMITTAL R \ \ p PROPOSED CURB 3 ° o AND GUTTER ORa I Z CURB Ia \ \ PEDESTRIAN RAMP REINFORCEMENT e FRONT FACE n FACE OF \ \ w UP TO 2.0% 2.0% MAX.OR UP UP TO 2. Ln 0% a OF CURB ® ° (n3 CURB CHANGE TO 4% CHANGE CHANGE OPTIONAL CURB LINE REINFORCEMENT DETAILS �� % a \ \ FLOW LINE PROFILE "TABLE" - FAN 36" MAX. a s 5\OP�aF R�� S 4' MIN. 5 5' I., MIN. oll 5' LANDING l.O% MIN. a $,33% PRE a P M/N P J L N M\N• I. ►�_� ►°4� \ 5.O% MAX. OPa P\ NO 00 MIN. P PLAN MIN. \ \ PEDESTRIAN RAMP PEDESTRIAN RAMP 3" g5 FOR PER° M\N �P\.1 A A \ \ LANDING a a ° PER P PLAN VIEW OF DIAGONAL RAMP PLAN VIEW OF PERPENDICULAR RAMP 1.0% MIN. 1.0% MIN. 1.0% MIN. 1.0% MIN. 1.0% MIN. Q 1.5% PREFERRED 5.0% MAX. 1.5% PREFERRED 5.0% MAX. LANDING CURB FACE OR RAMP LANDING 5.O% MAX. GUTTER 5'-4" MIN. 4' MIN. o \ \ e o00 0 •e FLOW LINE PROFILE RAISE - TWIN PERPENDICULARS 3 °°° ; 0 12" 36' MAX. PROVIDE A RELATIVELY FLAT 4'X4' 5% APPROACH ISOMETRIC PLAN °, LANDING BEHIND THE PEDESTRIAN SLOPE MAX PEDESTRIAN RAMP 12" 0 36" MAX. _ RAMP, AS AVAILABLE. 2% MAX. RAMP 8.33% RAMP CROSS SLOPE SEE NOTE #4 MAX. SLOPE y \ 1.0% MIN. 1.0% MIN. 1.0% MIN. 36" 36" NOTES: w 5.O% MAX. 1.5% PREFERRED 5.0% MAX. MAX. MAX. 36" MAX. 12" 1/2" PREFORMED JOINT CONCRETE WALK PROJECT INFO Q \ 1. CURB RAMP AREA TO BE SECTION A-A z 2' 12" 12" FILLER MATERIAL FLOW LINE PROFILE RAISE - FAN 31. 12" CURB FACE CONCRETE AND MEET LATEST DRAWN: N. SCHAUFENBUEL W CURB LINE AND ROAD CROSSING ADJUSTMENTS SEPARATE LANDING 3" OR GUTTER ADA REQUIREMENTS. RAMP 6" HEIGHT MAX, SIDE FLARE w POUR REINFORCEMENT INTEGRAL CURB TO CROSS SLOPE 2% MAXIMUM. 10% MAX. SLOPE DESIGNED: N. SCHAUFENBUEL g "TABLING" OF CROSSWALKS MEANS MAINTAINING LESS THAN 2% CROSS SLOPE WITHIN A CROSSWALK, NOTES: 5% APPROACH SIDEWALK WIDTH HOLD ADJACENT 2. RAMP SURFACE TO BE MEDIUM z 01 IS REQUIRED WHEN A ROADWAY IS IN A STOP OR YIELD CONDITION AND THE PROJECT SCOPE ALLOWS. Ol TO ENSURE RAMPS AND LANDINGS ARE PROPERLY CONSTRUCTED,ALL INITIAL LANDINGS AT A TOP OF A RAMPED SURFACE SLOPE MAX GROUND, AS REQUIRED BROOM FINISH, PERPENDICULAR CHECKED: P. SCHROEDER (RUNNING SLOPE GREATER THAN 2%)SHALL BE FORMED AND PLACED SEPARATELY IN AN INDEPENDENT CONCRETE POUR. TO TRAVEL PATH. 5' MIN. 4' MIN. 5' MIN. w RECONSTRUCTION PROJECTS:ON FULL PAVEMENT REPLACEMENT PROJECTS �- �`��`��`��`��`��` ti Q w "TABLING" OF ENTIRE CROSSWALK SHALL OCCUR WHEN FEASIBLE. FOLLOW SIDEWALK REINFORCEMENT DETAILS ON THIS SHEET FOR ALL SEPARATELY POURED INITIAL LANDINGS. 3. LANDING AND RAMP AREA IS SIDE FLARE RAMP SIDE FLARE PROJECT NO: 14356.00 DRILL AND GROUT NO.4 12" LONG REINFORCEMENT BARS AT 36" MAXIMUM CENTER CONSIDERED AS CONCRETE ELEVATION OF RAMP LANDING NOTES: z = MILL & OVERLAY PROJECTS:"TABLING" OF FLOW LINES,IN FRONT OF THE PEDESTRIAN RAMP, TO CENTER (EPDXY COATED).BARS TO BE ADJUSTED TO MATCH RAMP GRADE. SEE NOTE #4 WALK, AND TRUNCATED DOME 1 PROVIDE A RELATIVELY FLAT MINIMUM 4'x4' LANDING BEHIND THE PEDESTRIAN RAMP, 2% N Q IS REQUIRED WHEN THE EXISTING FLOW LINE IS GREATER THAN 2%.WARPING OF THE BITUMINOUS 3 DRILL AND GROUT 2 - NO.4 X 12"LONG REINFORCEMENT BARS (EPDXY COATED). CONCRETE WALK AREA IS INCIDENTAL, UNLESS SHEET TITLE O PAVEMENT CAN NOT EXTEND INTO THE THROUGH LANE.TABLE THE FLOW LINE TO 27 OR AS O 1 2" PREFORMED MUCH AS POSSIBLE WHILE ADHERING TO THE FOLLOWING CRITERIA: REINFORCEMENT REQUIRED FOR ALL CONSTRUCTION JOINTS WITHIN RADIUS. NOTED OTHERWISE. MAXIMUM CROSS SLOPE BOTH DIRECTIONS. 1)1.0% MIN.CROSS-SLOPE OF THE ROAD JOINT FILLER 2. CURB RAMP AREA TO BE CONCRETE AND MEET LATEST ADA REQUIREMENTS. RAMP 2)5.0% MAX.CROSS-SLOPE OF THE ROAD O4 THIS OPTIONAL CURB LINE REINFORCEMENT DETAIL SHOULD ONLY BE 4. ANY VERTICAL LIP THAT USED ON BITUMINOUS ROADWAYS WHEN SPECIFIED IN THE PLAN. MATERIAL PARALLEL RAMP CROSS SLOPE 2% MAXIMUM. BACK-TO-BACK PEDESTRIAN RAMPS SHALL HAVE MINIMUM 4)UPATOE2%FCHANGENINUFLOW L NE CHANGE ROM EXISTINGI SLOPE BSTING LEYONDOPE NTHEOP DESTRIAN NT OF PEDESTRIAN CURBNRAMPP SECTION A-A OCCURS AT THE FLOW LINE 48" LANDING BETWEEN, OR PROVIDE AT-GRADE CROSSING. O5 1/2 IN.PREFORMED JOINT FILLER MATERIAL PER MNDOT SPEC.3702. MAY NOT BE GREATER THAN INTEGRAL CURB TO 3. SIDE FLARES TO BE CONCRETE AND IMPLEMENTED WHERE ADJACENT TO PAVED AREAS. CIVIL DETAILS STAND-ALONE ADA RETROFITS:FOLLOW MILL & OVERLAY CRITERIA ABOVE HOWEVER ALL PAVEMENT 1�4 INCH. WARPING IS DONE WITH BITUMINOUS PATCHING ON BITUMINOUS ROADWAYS AND FULL-DEPTH APRON HOLD ADJACENT FLARED SLOPE TO BE 10% MAXIMUM. EXISTING CURB RAMP ALTERATIONS, WITH NO REPLACEMENT ON CONCRETE ROADWAYS. ��li�r, ' CONCRETE GRADE, AS REQUIRED LANDING, SHALL BE 8.33% MAXIMUM. PROVIDE 10% MAXIMUM SLOPE, UNLESS NOTED REVISION: RAISING OF CURB LINES SHOULD OCCUR IN VERTICALLY CONSTRAINED AREAS.RAISE THE CURB LINES ENOUGH TO ♦ tr PEDESTRIAN CURB RAMP DETAILS OTHERWISE. g g ALLOW COMPLIANT RAMPS OR AS MUCH AS POSSIBLE WHILE ADHERING TO THE FOLLOWING CRITERIA; ,'.. �� 4. ANY VERTICAL LIP THAT OCCURS AT THE FLOW LINE MAY NOT BE GREATER THAN 1/4 APPR VED:JANUARY 23,2017 D 1.0% MIN.AND 5.0% MAXIMUM CROSS-SLOPE OF THE ROAD /I AppgDy� �� INCH. 2)1.0% MIN.FLOW LINE (ON EITHER SIDE OF PEDESTRIAN RAMP)TO MAINTAIN POSITIVE DRAINAGE w 3)5.0% RECOMMENDED MAX.FLOW LINE tr MAX. 5. RAMP AND FLARED SIDE SURFACE TO BE MEDIUM BROOM FINISH, PERPENDICULAR TO oP 5 ENGINEEN 4)LONGITUDINAL THROUGH LANE ROADWAY TAPERS SHOULD BE 1" VERTICAL PER 15'HORIZONTAL M n�� 1-2 3-2 017 STANDARD PLAN 5-2 9 7.2 5 0 6 0 F 6 7' OR 5% MAX. 4' MIN. 7' OR 5% w STATE DESIGN ENGINEER RAMP LANDING RAMP TRAVEL PATH. 6. LANDING AND RAMP AREA IS CONSIDERED AS CONCRETE WALK, AND TRUNCATED DOME SHEET ELEVATION AREA IS INCIDENTAL, UNLESS NOTED OTHERWISE. PEDESTRIAN CURB RAMP, PARALLEL PRIVATE PEDESTRIAN CURB RAMP PRIVATE 0 NOT TO SCALE0 NOT TO SCALE C5e6 GATE VALVE ADAPTOR: 1/4"STEEL WITH PROTECTIVE OUTLET NOZZLES&THREADS:TWO 2-1/2"HOSE "HYDRAFINDER"(CANDYCANE)FIRE COATING 3701 WAYZATA BOULEVARD ��y \ \ \ ♦ \ 1/4"PLYWOOD CONNECTION AND ONE 4-1/2"PUMPER CONNECTION. HYDRANT LOCATOR 3/4"RUBBER GASKET ,•:.� EACH AREA u'E \/ ':?��.= �� OVER FACE SUITE 100 (NATIONAL STANDARD THREADS) '.•.:�_.. IS 1/2 OF ,:,; •:'•;�:=:. INSTALLED BETWEEN GATE •••'':• OF BOLTS MINNEAPOLIS MN 55416-3791 VALVE AND ADAPTOR TOP VIEW TABULATED TOTAL AREA PH: 763-475-0010 WATER OUS WB-250 AS SPECIFIED rr< \ / www.srfconsulting.com <17 5' BURY 8.0' VALVE BOX SETTING TO BE CAPS TO BE CHAINED 1/4"-3/8"BELOW PAVEMENT AND 11 . SIDE VIEW _ 1 / E' PLUG OR CAP PREPARED FOR (PENTAGON NUT ON CAPS) AT GRADE IN TURF AREAS PLUGGED CROSS WYE LID SHALL BE LABELED IN RAISED VALVE BOX AS LETTERS"WATER" / properties SPECIFIED 18"-24" '. VALVE BOX SHALL BE SET TO I :• Al DENNIS PROPERTIES HAVE 6"ADJUSTMENT UP AND ••`•"� �t:�?�•: DOWN FROM FINISH GRADE A2 2214 FIFTH STREET, UNIT 3, �� IIIV��M , •% 1"MIN. VALVE WHITE EAR LAKE MN 5110 2 MAX. TYLER 6860 SERIIEES BEND PLUGGED CROSS PLUGGED TEE 651-247-7007 2'-6" GEOTEXTILE FABRIC MnDOT 3733 TYPE 3 AGGREGATE AND MnDOT 3733 TYPE TEE PLUGGED ON 3 GEOTEXTILE FABRIC LINING DRAIN NOMINAL PROJECT 7'-6"COVER TEE,WYE, PLUG OR 90°BEND, RUN 22-1/2° 11-1/4° PIT AND ATTACHED TO TOP OF FITTING SIZE, CAP PLUGGED CROSS 45°BEND BEND BEND VALVE BOX FOOT PIECE MIN. INCHES 7'-6" 1"WASHED COARSE Al A2 MIN BONNET GRAVEL OR CRUSHED STREET ADAPTOR ROCK TO 6"ABOVE WASTE OPENING MIN. 1/3 CY 4 1.0 1.4 1.9 1.4 1.0 - VARIES ;:� BASE ADAPTOR 6 2.1 3.0 4.3 3.0 1.6 1.0 - w ADAPTOR, INC V•J BRACING AS _�?'` ;.: 8 3.8 5.3 7.6 5.4 2.9 1.5 1.0 REQUIRED ``' •::a;. 10 5.9 8.4 11.8 8.4 4.6 2.6 1.2 d°•� �:a PRECAST CONCRETE D.I.P. WATERMAIN ;:: :' y, 12 8.5 12.0 17.0 12.0 6.6 3.4 1.7 •,,,5s:;•`` ' ��:�,•.t 6"D.I.P. BLOCK 14 11.5 16.3 23.0 16.3 8.9 4.6 2.3 �•••. ie• y� ` iw .�w WATERMAIN 1►rr•=:;�1 ,� . � a ��ys ;..,; 16 15.0 21.3 30.0 21.3 11.6 6.0 3.0 TIE RODS ', :: 18 19.0 27.0 38.0 27.0 14.6 7.6 3.8 8"x 8"x 16" GATE VALVE PRECAST CONCRETE ``• •>; ';s:'•'s ::';;:: +' 20 23.5 33.3 47.0 33.3 18.1 9.4 4.7 2'DIAMETER BY 3'DEEP PIT l-1 BASE AS SPECIFIED UNDER HYDRANT FILLED 8"x13"x5"MANHOLE BLOCK 24 34.0 48.0 68.0 48.0 26.2 13.6 6.8 LQ WITH GRAVEL FOR ALL 1"WASHED COARSE GRAVEL OR INSTALLATIONS. CRUSHED ROCK TO 6"ABOVE NOTES: Q NOTES: NOTES: WASTE OPENING MIN.3 CY 1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. 1. HYDRANT COATINGS DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED AFTER THE BASE COURSE OF BITUMINOUS 1. GATE VALVES SHOULD BE USED ON 6"THROUGH 16"WATERMAIN. 2. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. IS INSTALLED.PRIME AND PAINT HYDRANTS PER AWWA AND MANUFACTURER'S STANDARDS. 2. VALVE BOX INSERTS ARE NOT ALLOWED UNLESS APPROVED BY THE ENGINEER. 3. REQUIRED BEARING AREAS AT FITTING SHALL BE AS NOTED ABOVE, UNLESS INDICATED OTHERWISE. 2. ALL HYDRANT LEADS SHALL BE TIED WITH 3/4"TIE RODS.TIE ROD SHALL EXTEND FROM TEE TO VALVE AND VALVE TO 3. VALVE BOXES SHALL BE INSTALLED PLUMB AND SHALL ALLOW A 4"P.V.C.PIPE TO PASS ENTIRELY OVER 4. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON THE PLANS TAKE PRECEDENCE OVER BEARING AREAS AND HYDRANT. MEGA LUGS MAY BE USED IN LIEU OF TIED RODS. THE GATE VALVE NUT AFTER INSTALLATION IS COMPLETE. BLOCKING DETAILS SHOWN ON THIS STANDARD PLATE. 3. HYDRANTS SHALL HAVE A 16"BREAK OFF TRAFFIC FLANGE 4. ALL VALVES SHALL BE TIED WITH 3/4"THREADED TIE RODS TO THE MAIN. MEGA LUGS MAY BE USED IN 5. ABOVE BEARING AREAS BASED ON TEST PRESSURES OF 150 PSI AND AN ALLOWABLE SOIL BEARING STRESS OF 2000 LBS.PER 4. ALL RODS AND RETAINERS TO BE COATED WITH BITUMASTIC. LIEU OF TIE RODS. SQUARE FOOT.TO COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING STRESSES,USE THE 5. RED OR YELLOW"OUT OF ORDER"TAG TO BE INSTALLED ON THE PUMPER CONNECTIONS AFTER BACKFILL 5. THE INITIAL&FINAL RAISING OF VALVE BOXES SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. FOLLOWING EQUATION: BEARING AREA=(TEST PRESSURE/150)X(2000/SOIL BEARING STRESS)X(TABLE VALUE). 6. THE INITIAL&FINAL RAISING OF VALVE BOXES SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. 6. BOXES SHALL BE WATEROUS SERIES 2500 OR APPROVED EQUAL. METAL SEATED GAVE VALVES ARE NOT NO SCALE L.L 7. ALL WATERMAIN BOLTS SHALL BE STAINLESS OR COR-BLUE OR APPROVED EQUAL. ALLOWED. O Special Details Special Details Special Details Of i, CITY OF TYPICAL HYDRANT i� CITY OF VALVE BOX i� CITY OF POURED CONCRETE THRUST W Date: Date: Date: 04-01-15 04-01-15 04-01-15 z 00 INSTALLATION Revised: Revised: Revised:HU-W-1 INSTALLATION HU-W-3 BLOCKING FOR WATERMAIN HU-W-4 DC m-- EST.1906 03-12-20 -� EST.1906 03-12-20 -� EST.1906 03-12-20 O Q Ln z u Lr)z w � 0 � o = BITUMINOUS SURFACE en O z = PIPE (DIAMETER VARIES) CERTIFICATION 4" INSULATION (MINIMUM) 8'WIDE x 4"THICK I hereby certify that this plan, specification, or 5'-7'DEPTH report was prepared by me or under my direct supervision and that I am a duly Licensed RESTRAIN AS DIRECTED BY MECHANICALLY COMPACTED 6„ ENGINEE GRANULAR FILL Professional Engineer under the laws of the State of Minnesota. 6" MIN O GRASSY AREA UNDERGROUND UTILITY PIPE Signature Name: MICHAEL C. AARON MEGALUG 4 X PIPE DIAMETER 18" MIN Print Name: 22 1/2° OR 45° BEND 4'T 4' 5'-6'DEPTH Date: XXXXX Lic. No.: 25721 10' MIN. I ISSUE RECORD 6 STYROFOAM HIGHLAND 40 BRAND PLASTIC FOAM OR APPROVED NO. DATE DESCRIPTION TIE ROD 8'WIDE x 4"THICK EQUAL POURED CONCRETE OR 0 10-22-2021 CITY SUBMITTAL PRE-CAST REACTION BLOCK AS UNDERGROUND UTILITY 1 03-18-2022 CITY RESUBMITTAL APPROVED BY THE ENGINEER VARIES PIPE NOTES: 1. ALL TIE RODS TO BE SPRAYED WITH A BITUMINOUS COAL TAR PROTECTIVE COATING (I.E. LOCTITE HEAVY DUTY RUBBERIZED UNDERCOATING OR APPROVED EQUAL) 2. TIE RODS TO BE 5/8 " DIAMETER THREADED STEEL. 3. ALL WATERMAIN BOLTS ARE CORE-BLUE OR APPROVED EQUAL. 4' PROJECT INFO 4. PVC MEGALUGS WILL BE USED ON ALL CAST IRON PIPE. DRAWN: N. SCHAUFENBUEL 4" DESIGNED: N. SCHAUFENBUEL CHECKED: P. SCHROEDER NOTE: PROJECT NO: 14356.00 01. UNDERGROUND UTILITY PIPE CROSSING 8'x8'x4"THICK WATERMAIN LOWERING CENTERED OVER PIPE. NOT To SCALE 2. SEPARATE LAYERS TO MAKEUP 4"THICKNESS SHALL SH EET TITLE HAVE STAGGERED JOINTS TO ENSURE CONTINUITY. CIVIL DETAILS � CITY OF INSULATION DETAIL Date: Special Details 04-01-15 � Revised: HU-W-5 EST.1906 03-17-2020 SHEET C567 VVASHINGTO � NREGILANDSCAPE LEGENDOIU q L RAI PROPERTY LINE BARLR LINpTpN O/q D 3701 WAYZATA BOULEVARD NpRTHE AUi EXISTING TREE CRITICAL ROOT ZONE SUITE 100 - RN RAILROAD) HD E L 1 - 1 ..!` RI T� MINN APO IS, MN 554 6 379 LIMIT OF IRRIGATION __ �/— _ - —► ALL LANDSCAPE BEDS TO PH: 763-475-0010 — _ HAVE SHREDDED _ —_ DECIDUOUS TREE WWW•srfconsulting.com ► 'f PREPARED FOR ► o �� — — _ _ HARDWOOD MULCH FREESTAND1"16� _ _ —► - �� DEHLJ�JD / + • ,, � properties + - CONIFEROUS TREE + ++•+ 1 1 • : . + + . + + - - _ _ _ _ _ _ (FOREST- DENNIS PROPERTIES 1 � '1 �+► + —t P - — — _ _ �VD Iv -_ ORNAMENTAL TREE I + / 2214 FIFTH STREET, UNIT 3, ---- - ------ -------- --------- WHITE BEAR LAKE MN 55110 0000 SHRUBS/PERENNIALS I/ + + 651 247 7007 I - _ --- --------- / - - - MnDOT SEED MIX 34-171 + + --- � (WETLAND REHABILITATION) ------------- PROJECT + + + + + SALT-TOLERANT SOD + + + + 1 MnDOTSEEDMIX25-131 z 1' / + --- - • ! � •_ -- (COMMERCIAL TURF) LLJ 1 0 + + — +� + + ++ + ► %�` EXISTING TREE/SHRUBS TO REMAIN o RAISED PERENNIAL BED _ — W/ORNAMENTAL TREE, TYP. _ _ -+ +° — — — — — — — — — — — LIMITS OF IRRIGATION c/) TRASH ENCLOSURE + 0 ++ + + + ++ ---------------------- LANDSCAPE EDGER I - S BU I I N ,NebdaN LANDSCAPE PLANTING BED o W/BLACK VINYL _ _ .+ COMMERCIAL GRADE EDGER, TYP. 9000 + / > ► +D PR►VAT 1 Q E + / + + o MAIN STREET = 1 + o / 1--- ONINbbtl ON � CD- ► NW BUILDING z = ► ¢O • 1 1 / LL / TRASH ENCLOSURE ► 0 0 CANOPY TREE IN 1 or_ _1 1 0 ' CIRCULAR GRATE, + L.L.I / Q TYP. z 00 _ + M ► i i l 0 O SE BUILDING 1 U Ln --� ''� . + / ALL LANDSCAPED ISLANDS L.n z TO HAVE SHREDDED In z HARDWOOD MULCH ' NE BUILDING #1 + — `U + / 0 I00 + ♦ � bo00 ► � ♦ . o 0O • ♦` ,w DECKING w 0000 0 — SEEP RIA PROMENADE - ► �� CERTIFICATION IRRIGATION PUMP ASSEMBLY 0000 / _ 1 hereby certify that this plan,specification, or LOCATION (UNDER DECK) ENL R EME F—S NE BUILDING #2 / �= report was prepared by me or under my direct EDGE OF QEUNiA E$ — — — — — — — — — — — — — / supervision and that I am a duly Licensed — — Professional Engineer under the laws of the �TLAND — � � � State of Minnesota. DOCK 0 NATIVE SEED MIX TO BE AT ALL ` 0 000 / DISTURBED AREAS AS NEEDED, NOT EGG LAKE � , , —w� o INTENDED TO COVER ENTIRE AREA DOCK X Signature Name: ORDINARY HIGH WATER �� .� / LnPAUL D. SCHROEDER PROVIDE TEMPORARY IRRIGATION LEVEL/ PROPERTY LINE DECKING / Print Name: FOR NATIVE SEED MIX DURING � ` ► Date: XXXXX Lic. No.: 25820 ESTABLISHMENT PERIOD ► ♦` ISSUE RECORD IRRIGATION TO USE EGG LAKE FOR �♦ NO. DATE DESCRIPTION WATER SUPPLY �♦ / 0 10-22-2021 CITY SUBMITTAL 1 03-18-2022 CITY RESUBMITTAL IRRIGATION PUMP INLET PIPE � - LOCATION (UNDER DOCK) LANDSCAPE SUMMARY `♦ REQUIRED REQUIRED LANDSCAPING OVERALL PROPOSED PHASE I PHASE II OVERALL IRRIGATION LIMITS ♦♦ VALUE Min. 1% const of improvements TBD COMMERICAL 1 deciduous tree/2,000 sf gross building=38,000/2,000= 19 or ♦ �� ,i,. I LANDSCAPE 1 deciduous tree/ 100 If site perimeter=2,250/100=23 23 deciduous trees 35 deciduous trees 14 21 � / 1 coniferous tree /2,000 sf gross building=38,000/2,000= 19 / 19 coniferous trees 19 coniferous trees 7 12 �� / or 1 coniferous tree/200If site perimeter=2,250/200= 12 ` / / PROJECT INFO lornamental tree/2,000sf gross building=38,000/2,000= 19 ` ( / DRAWN: N. SCHAUFENBUEL 19 ornamental trees 19 ornamental trees 11 8 / / FONDANTAVE N DESIGNED: N. SCHAUFENBUEL or 1 ornamental tree/200 If site perimeter=2,250/200= 12 r / 1 shrub/300sf gross building=38,000/300= 127 �� / CHECKED: P. SCHROEDER 127 shrubs 162 shrubs 72 90 / PROJECT NO: 14356.00 or 1 shrub/30 If site perimeter=2,250/30=75 SHEET TITLE PARKING LOT DOCK / PERIMETER 1 deciduous or coniferous tree/30 In of perimenter=552'/30 6 deciduous trees 9 deciduous trees _ (DISTRIBUTED WITHIN 19 trees 19 trees =19 trees 1 coniferous tree 3 coniferous trees ` / / °' N OVERALL - OVERALL) LANDSCAPE PLAN INTERIOR PARKING 5% min. interior island 4 Z LOT LANDSCAPING 5%of 93,854 sq ft=4,693 sq ft ,693 sq ft 5,040 sq ft 2,670 sq ft 2,370 sq ft SHEET 0 30 60 SCALE IN FEET LLO 1 " = 30' VVASHINGTO a, NREGILANDSCAPE LEGEND z = OIU q L RFS R F AI PROPERTY LINE guR L LINpTON D 3701 WAYZATA BOULEVARD IV pRTHERAILROAD)A UT EXISTING TREE CRITICAL ROOT ZONE SUITE 100 RN HD E L 1 - 1 RI T� MINN APO IS, MN 554 6 379 _ PH: 763-475-0010 ARR 1" z www.srfconsulting.com PNI ST _ DECIDUOUS TREE PREPARED FOR FG 4 � SSB I +T + . , 1_0 ; CVZ _ _---- � fr fer iES _ - CONIFEROUS TREE SSB ` D 2/ARR\ CAF -------- ------- ORNAMENTAL TREE DENNIS PROPERTIES + SSB 2214 FIFTH STREET, UNIT 3, --- Us / CAK SSB _ .: e - -------+ -� ------- --------- --------- ------- ----- VVY WHITE BEAR LAKE MN 55110 ---------- ,5 5 _ — _� ; + �_ 600�3o SHRUBS/PERENNIALS A° = + + + (FOREsT 651-247-7007 cvz + 21IBC + � . -- -------- -------------- gL V� RFG 5 + + -= - MnDOT SEED MIX 34-171 ' 17 _ �+ . WETLAND REHABILITATION PROJECT 1 PR AD ° p 2 17 SALT-TOLERANT SOD ' 2 CAF ' CK 5 _ MnDOT SEED MIX 25-131 � _ z P31 • $ (COMMERCIAL TURF) o � W QBI w 1 - EXISTING TREE/SHRUBS TO REMAIN ' LIMITS OF IRRIGATION o sse ��° ems° ,--- • 5 i -� -_-- --- ' I ----- ---------------------- LANDSCAPE EDGER � /� ' CK O W 4 S BUI DING ° r _ GD O �/ CAF . p j GD 1 3 3 + a O + + ' UNH SS S PRIVATE + + ++ o 58 MAIN STREET o PROVIDE TEMPORARY IRRIGATION = _ sT ° HF MSS HF2 FOR INTERIM CONDITIONS V 2 3 Z 5 QBI / \ \ 11 ' 1 CAF HH -0 o pp LL ' 3 0 ° CK RAL SS O 14 6 p PR GD p 3 ' HF2 w 3 O Z 00 I • 5H ' SE BUILDING H52 O o S_ RAL `/( � HH 5 Z Ln -----� v , z HF LU C -- - O f H O ` ---- F - _ 3 oC tD �♦ __ - - -- _ - Q 0 Z 2 EDGE OF DELINEATED CERTIFICATION —WETLAND IRRIGATION PUMP ASSEMBLY I hereby certify that this plan, specification, or LOCATION (UNDER DECK) �_ �: report was prepared by me or under my direct — — — — — — — — — — — — — — — supervision and that I am a duly Licensed — _ Professional Engineer under the laws of the � State of Minnesota. ALL LANDSCAPE BEDS TO DOCK NATIVE SEED MIX TO BE AT ALL EGG LAKE ` ` � '� HAVE SHREDDED DISTURBED AREAS AS NEEDED NOT HARDWOOD MULCH INTENDED TO COVER ENTIRE AREA DOCK ,�� ` ` c X Signature Name: ORDINARY HIGH WATER ` o PAUL D. SCHROEDER PROVIDE TEMPORARY IRRIGATION LEVEL/ PROPERTY LINE z z Print Name: FOR NATIVE SEED MIX DURING Date: XXXXX Lic. No.: 25820 ESTABLISHMENT PERIOD PHASE 1 IRRIGATION LIMITS ISSUE RECORD IRRIGATION TO USE EGG LAKE FOR I NO. DATE DESCRIPTION PHASE I PLANT SCHEDULE WATER SUPPLY 0 10-22-2021 CITY SUBMITTAL 1 03-18-2022 CITY RESUBMITTAL IRRIGATION PUMP INLET PIPE SYMBOL QTY BOTANICAL NAME COMMON NAME SIZE ROOT LOCATION (UNDER DOCK) DECIDUOUS TREES ARR 4 Acer Rubrum 'Red Sunset' RED SUNSET MAPLE 2.5" CAL. B&B ` GD 4 Gleditsia triacanthos var. Invervis 'Dravee' STREETKEEPER HONEYLOCUST 2.5" CAL. B&B ` QBI 2 Quercus bicolor SWAMP WHITE OAK 2.5" CAL. B&B UNH 4 Ulmus x 'New Horizon' NEW HORIZON ELM 2.5" CAL. B&B CONIFEROUS TREES PC 4 Picea abies 'Cupressina CUPRESSINA NORWAY SPRUCE 6' HT. B&B PGD 3 Pinus glauca 'Densata' BLACK HILLS SPRUCE 6' HT. B&B ORNAMENTALTREES PROJECT INFO MPR 5 Malus x 'Prairie Rose' PRAIRIE ROSE CRABAPPLE 1.5" CAL. B&B DRAWN: N. SCHAUFENBUEL MSS 6 Malus x 'Spring Snow' SPRING SNOW CRAB APPLE 1.5" CAL. B&B FONDANTAVE N DESIGNED: N. SCHAUFENBUEL SHRUBS IBC 5 Aronia melanocarpo 'Morton' IROQUIS BEAUTY BLACK CHOKEBERRY #5 CONT CHECKED: P. SCHROEDER CAF 16 Cornusstolonifera 'Farrow' ARCTIC FIRE RED TWIG DOGWOOD #5 CONT PROJECT NO: 14356.00 RAL 38 Ribes alpinum ALPINE CURRANT #5 CONT SHEET TITLE SFL 13 Spirea x 'Fire Light' FIRE LIGHTSPIRAEA #5 CONT PERENNIALS AD 28 Achillea millefoium 'Desert Eve' DESERT EVE YARROW #1 CONT PHASE I - CK 35 Calamagrostisxocutiflora 'Karl Foerester' KARL FOERESTER FEATHER REED GRASS #1 CONT LANDSCAPE PLAN CVZ 27 Coreopsis verticillato 'Zagreb' ZAGREB COREOPSIS #1 CONT HF2 53 Hosto x 'Fire and Ice' FIRE AND ICE HOSTA #1 CONT HF 40 Hosto x 'First Frost' FIRST FROST HOSTA #1 CONT HH 56 Hosto x 'Hadspen Blue' HADSPEN BLUE HOSTA #1 CONT RFG 21 Rudbeckia fulgida 'Goldsturm' BLACK-EYED SUSAN #1 CONT SHEET SSB 40 Schizachyrium scoparium 'Minnbluea' BLUE HEAVEN LITTLE BLUESTEM #1 CONT 0 30 60 ST 22 Sporobolus heterolepis 'Taro' PRAIRIE DROPSEED 'TARA' #1 CONT L 1 a 1 SCALE IN FEET 1 " = 30' LANDSCAPE LEGEND FS R F USH14/y PROPERTY LINE 3701 WAYZATA BOULEVARD 6_ SUITE 100 (FO --- ------- ------ -- MINNEAPOLIS MN 55416-3791 REST BL V p N DECIDUOUS TREE PH: 763-475-0010 + + www.srfconsulting.com + PREPARED FOR EXISTING R.O.W. CONIFEROUS TREE � ❑ _ f properties ------ ------- ' + R.O.W. DEDICATION ORNAMENTAL TREE DENNIS PROPERTIES (8' WIDE) _ UNIT 3�� — — _ __ _• + � � + + 2214 FIFTH STREET, , � n WHITE BEAR LAKE, MN 55110 - 000 SHRUBS/PERENNIALS 651-247-7007 • PROJECT z LANDSCAPE PLANTING BED ~ W W/BLACK VINYL L.0 COMMERCIAL-GRADE EDGER, TYP. H HEDGE ROW AT BACK OF = PAVERS H lD PEDESTRIAN CROSSING, TYP. O lD n `l SW BUILDING PERENNIAL BED W/ORNAMENTAL Z 2 TREE, TYP. LI BENCH, TYP. 0 DC LIGHT BOLLARD, PERENNIAL BED W/ L_U TYP. SHADE TREE O z 00 OO - U Lr) o H Ln � z DECIDUOUS SHRUB W HEDGE, TYP. _ 0 = 0 NW O PR/VArE BUILDING z = MA��V STREET CERTIFICATION I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the _ State of Minnesota. POLE LIGHT, TYP. �•> . CANOPY TREE IN .•. CIRCULAR GRATE, TYP. - Signature Name: o PAUL D. SCHROEDER Print Name: OO ; Date: XXXXX Lic. No.: 25820 SE , \ ISSUE RECORD BUILDING \ NO. DATE DESCRIPTION 0 \ 0 10-22-2021 CITY SUBMITTAL \ 1 03-18-2022 CITY RESUBMITTAL Opp NE BUILDING #1 y\ 2 X LANDSCAPE UPLIGHT W/RECEPTACLE AT TREE PROJECT INFO TRUNK, , TYP. DRAWN: N. SCHAUFENBUEL DECK DESIGNED: N. SCHAUFENBUEL CHECKED: P. SCHROEDER PROJECT NO: 14356.00 ♦. SHEET TITLE LANDSCAPE ENLARGEMENT EGG LAKE SHEET PEDESTRIAN PROMENADE ENLARGEMENT 0 15 30 L102 SCALE IN FEET 1 " = 15' PRUNE OUT MISDIRECTED BRANCHES. PRUNE OUT MISDIRECTED BRANCHES. 3701 WAYZATA BOULEVARD PROVIDE ONE CENTRAL LEADER. PROVIDE ONE CENTRAL LEADER. SUITE 100 MINNEAPOLIS, MN 55416-3791 PH: 763-475-0010 GUYING AND STAKING, ONLY AS REQUIRED, GUYING AND STAKING, ONLY AS REQUIRED, www.srfconsulting.com �G FOR ONE (1) YEAR ON ALL DECIDUOUS FOR ONE (1) YEAR ON ALL DECIDUOUS g' al / AND CONIFEROUS TREES: AND CONIFEROUS TREES: PREPARED FOR TOP STAKES 5' ABOVE GROUND / TOP STAKES 5' ABOVE GROUND(MAX OR TO FIRST BRANCH. (MAX.) OR TO FIRST BRANCH. D)F "His BOTTOM OF STAKE 3' (MIN.) BELOW BOTTOM OF STAKE 3` (MIN.) BELOW GROUND. STAKING POSTS TO BE GROUND. STAKING POSTS TO BE properties M.i 2"X2" STAINED WOOD OR PAINTED 2"X2" STAINED WOOD OR PAINTED STEEL DELINEATOR POSTS. PLACE 3 STEEL DELINEATOR POSTS. PLACE 3 POSTS EQUIDISTANT AROUND AND POSTS EQUIDISTANT AROUND AND CZY. OUTSIDE ROOT BALL. SECURE TREE OUTSIDE ROOT BALL. SECURE TREE DENNIS PROPERTIES TO POSTS WITH 16" LONG TO POSTS WITH 16" LONG POLYPROPYLENE OR POLYETHYLENE, POLYPROPYLENE OR POLYETHYLENE, 2214 FIFTH STREET, UNIT 3, 40 MIL., 1.5" WIDE STRAP. 40 MIL., 1.5" WIDE STRAP. WHITE BEAR LAKE, MN 55110 TREE WRAP MATERIAL (FOR DECIDUOUS TREE WRAP MATERIAL FROM GROUND LINE 651-247-7007 TREES) FROM GROUND LINE UPWARD TO UPWARD TO FIRST BRANCHES, AS ry`' =�`'• rr` FIRST BRANCHES, AS REQUIRED. REQUIRED. s; •. PLACE MULCH, DEPTH AS SPECIFIED, OVER PLACE MULCH, DEPTH AS SPECIFIED, OVER PROJECT PLANT PITS - DO NOT PILE AGAINST PLANT PITS - DO NOT PILE AGAINST TRUNK. TRUNK. FORM 3" DEEP WATERING BASIN FORM 3" DEEP WATERING BASIN z z 2X BALL DIA. 2X BALL DIA. BACKFILL PLANT PIT WITH SPECIFIED BACKFILL PLANT PIT WITH SPECIFIED BACKFILL SOIL BACKFILL SOIL W I III - SCARIFY SIDES AND BOTTOM OF HOLE III = SCARIFY SIDES AND BOTTOM OF HOLE LU I I=I I —I I 'I I=I I —I — III _—_ REFER TO AMERICAN STANDARD FOR —III _—_ REFER TO AMERICAN STANDARD FOR NURSERY STOCK FOR MINIMUM BALL SIZE. I—I I I I=I NURSERY STOCK FOR MINIMUM BALL SIZE. (/) I II—_—_ —_—_—_ _—_—� ROOT FLARE TO BE PLANTED AT OR 2" I—_—_ —_—_—_ _—_—I ROOT FLARE TO BE PLANTED AT OR 2" =1 -1 I—I I III—III—III—III—_ — I I- ABOVE FINISHED GRADE -III-III—I I III—III—III—III—_ —_ I- ABOVE FINISHED GRADE _ ''—III II-III,��III;,III-ICI-III I' ''—III II. I�I,��I�I„I�I III-III I' � SET ROOT BALL ON UNDISTURBED SUBSOIL SET ROOT BALL ON UNDISTURBED SUBSOIL OR COMPACTED SOIL MOUND MATCHING OR COMPACTED SOIL MOUND MATCHING TREES NATURAL GROUND LINE WITH TREES NATURAL GROUND LINE WITH FINISHED SITE GRADE FINISHED SITE GRADE O DECIDUOUS/CONIFEROUS TREE PLANTING DETAIL DECIDUOUS TREE PLANTING DETAIL rl lD Q 2 0° Z REMOVE CONTAINER, SCARIFY SIDES, AND 0 SET SOIL MASS ON COMPACTED SOIL BASE LL 0 MOUND, MATCHING SHRUBS NATURAL O 0 0 GROUNDLINE WITH FINISHED GRADE 00 ° 0 MULCH AS SPECIFIED (AND FILTER FABRIC, CLEAR ZONE TO 24fl ° AS INDICATED) O W EDGE OF SHRUB ° z CONCRETE WALK ° EDGING AT PLANTING BEDS, AS SPECIFIED, = ro M Imm ONT. D ADJACENT TO LAWN AREAS0 0 _ _ PER SITE PLAN 2X U Lo _ --- SCARIFY SIDES AND BOTTOM OF HOLE, L() —III IIIII=II DEPTH PER CONTAINER DEPTH III Q z BACKFILL PLANT PIT WITH SPECIFIED w PLANTING SOIL OR AS APPROVED =III—III—I�I—III—III—I I�_ —� =III=III=III—I SET CONTAINER ROOT SOIL ON O UNDISTURBED SUBSOIL OR MILD 0 (D COMPACTED SOIL FOR DEPTH TO MATCH FINISH GRADE Q O z = SHRUB/PERENNIAL PLANTING DETAIL CERTIFICATION I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Signature Name: PAUL D. SCHROEDER LANDSCAPE NOTES Print Name: 1. CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO Date: XXXXX Lic. No.: 25820 INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL 2. ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SOIL CONDITIONS. ISSUE RECORD 3. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. NO. DATE DESCRIPTION 4. COORDINATE ALL LANDSCAPE WORK WITH APPROPRIATE TEMPORARY AND PERMANENT EROSION CONTROL. 0 10-22-2021 CITY SUBMITTAL 1 03-18-2022 CITY RESUBMITTAL 5. ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR. 6. CONTRACTOR SHALL PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS.THE GUARANTEE BEGINS ON THE DATE OF 17. TOPSOIL(AND PLANTING SOIL) TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (SELECT TOPSOIL BORROW), AND TO THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT BE FREE OF ROOTS, ROCKS (LARGER THAN ONE INCH), SUBSOIL DEBRIS, AND LARGE WEEDS, UNLESS SPECIFIED OTHERWISE. MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. UTILIZE EXISTING ON-SITE TOPSOIL AS APPROPRIATE. MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTH TOPSOIL(PLANTING SOIL) FOR TREE, SHRUBS. AND PERENNIALS. 7. ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA-GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO BUT IS NOT 18. MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, LANDSCAPE BED, AND MAINTENANCE AREAS, OR AS INDICATED ON THE PLAN. LIMITED BY, THE FOLLOWING STANDARDS: SHREDDED HARDWOOD MULCH TO BE A MINIMUM 4-INCH DEPTH, RED COLORED (OR AS DIRECTED), AND FREE OF -ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC. DELETERIOUS MATERIAL. ROCK MULCH TO BE A MINIMUM 3-INCH DEPTH, BUFF LIMESTONE (OR AS DIRECTED), AND 1.5-INCH -ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES. TO 3-INCH DIAMETER. ROCK MULCH TO BE ON COMMERCIAL GRADE FILTER FABRIC, BY TYPAR, OR APPROVED EQUAL WITH NO EXPOSURE. MULCH AND FABRIC TO BE APPROVED BY OWNER PRIOR TO INSTALLATION. -ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. ALL PLANTS SHALL HAVE HEAVY, HEALTHY 19. EDGING TO BE PROVIDED BETWEEN MULCH AND LAWN TURF AREAS, OR AS INDICATED. STEEL EDGING BETWEEN LANDSCAPE PROJECT INFO BRANCHING AND LEAFING. BEDS AND LAWN TURF AREAS TO BE COMMERCIAL BLACK STEEL EDGING, INSTALLED PER MANUFACTURER'S INSTALLATION DRAWN: N. SCHAUFENBUEL -CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN GUIDELINES. BLACK STEEL EDGING SHALL BE PLACED WITH CONNECTORS AND METAL STAKES NO GREATER THAN 4-FOOT ON 5:3. CENTER AND ELEVATION BELOW LAWN MOWER CUT LINE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. DESIGNED: N. SCHAUFENBUEL INDIVIDUAL TREE AND SHRUB AREAS TO BE SPADED EDGE BETWEEN MULCH AND LAWN TURF GRASS AREAS WITH V-SHAPED CHECKED: P. SCHROEDER 8. PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK REQUIREMENTS FOR SIZE AND TYPE SPECIFIED. DEPTH AND WIDTH TO CREATE SEPARATION. 9. PLANTS TO BE INSTALLED AS PER MNLA &ANSI STANDARD PLANTING PRACTICES. PROJECT NO: 14356.00 20. All DISTURBED AREAS TO BE SODDED OR SEEDED, UNLESS OTHERWISE NOTED. SOD TO BE STANDARD MINNESOTA GROWN 10. PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL-IN MATERIALS IF NECESSARY; TEMPORARY AND/OR HARDY BLUEGRASS MIX, FREE OF LAWN WEEDS. SEED MIX AND APPLICATION RATE AS SPECIFIED PER MN/DOT SHEET TITLE ONLY. SPECIFICATIONS, OR AS OTHERWISE NOTED. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE POSITIVE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL 11. PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED AT THE TOP OF THE BALLED & BURLAP PLAN. REPAIR, REPLACE, OR RESEED ANY DAMAGED OR UNESTABLISHED AREAS UNTIL PROJECT ACCEPTANCE AND TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLAIR. WHEN THE BALLED & COMPLETION OF WARRANTY. LANDSCAPE BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. 21. PROVIDE IRRIGATION TO ALL LANDSCAPE AREAS ON SITE, OR AS INDICATED. IRRIGATION SYSTEM TO BE DESIGN/BUILD BY DETAILS 12. OPEN TOP OF BURLAP ON B&B MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS. LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO PROVIDE IRRIGATION SYSTEM DESIGN PLANS, CALCULATIONS, AND 13. PRUNE PLANTS AS NECESSARY- PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND SHOP DRAWINGS FOR LANDSCAPE ARCHITECT APPROVAL PRIOR TO INSTALLATION. CONTRACTOR TO PROVIDE OPERATION MANUALS, AS-BUILT PLANS, AND NORMAL PROGRAMMING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUP PROPOSED TREES. DURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE ONE-YEAR WARRANTY ON ALL PARTS AND LABOR. COORDINATE ALL 14. WRAP ALL SMOOTH-BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST. IRRIGATION PIPES, WIRING, SLEEVING, AND OTHER COMPONENTS WITH OTHER PROJECT IMPROVEMENTS. SHEET 15. STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR. 22. CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. L280 16. THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS. 23. REPAIR ALL DAMAGE FROM PLANTING OPERATIONS AT NO COST TO OWNER. 3701 WAYZATA BOULEVARD SUITE 100 z MINNEAPOLIS, MN 55416-3791 i - PH: 763-475-0010 - ` __ = www.srfconsulting.com — - PREPARED FOR - 1 .. 1 t • _ ry t +ter - r _ :.�•�; - _ properties - � - - -_ s DENNIS PROPERTIES ,, r �• ' - _-_ _ - � `�' 2214 FIFTH STREET, UNIT 3, R•r - WHITE BEAR LAKE, MN 5511 w PROJECT jr- L dim, LIJ LIJ —1 71" Ell to 351 y e v@ s� � y 1!y 4 Lp � 12 } � tk�� - t '_ =£O-`T`�-.-qG-.�•a!�e /,�^§OF�:r'ti,- I � .�B BOARDWALK/DECK SECTION LOCATIONr � -- - or L1J _ 00F h O o Ln _ Ln Uj O s%:.fin .�_ _ -- k * _ Y • *� -' e#i _ '` CERTIFICATION BUILDING WALL I hereby certify that this plan, specification, or ._ report was prepared by me or under my direct l ' supervision and that I am a duly Licensed ATTACH BOARDWALK/DECK ' Professional Engineer under the laws of the TO BUILDING V71 State of Minnesota. . f ;, . �i Signature Name: BOARDWALK/DECK PLANKS WITH 1 4" + - GAPS BETWEEN BOARDWALK/DECK RAILING w'•a T �F�ki�4 � . S. t PAUL D. SCHROEDER / / �� Print Name: BUILDING FINISHED M' FLOOR ELEVATION ry r f Date: XXXXX Lic. No.: 25820 BOARDWALK/DECK AND NE BUILDING#2 FIFE:933.75 ` ,17id Y a ■ .{ I ISSUE RECORD Y, BOARDWALK/DECK STRINGER NO. DATE DESCRIPTION XPOSED I WING BOARDWALK/DECK PILE CAP BEAM AND ANCHOR BRACKET1 UN TIONi + WETLAND VEGETATION � 'r R- � I:, f _ 0 10-22-2021 CITY SUBMITTAL 1 03-18-2022 CITY RESUBMITTAL Arc XIST G DE WETLAND LINE ELEVATION:928+/-(VARIABLE) A ORDINARY HIGH WATER LINE:926.65 I El I El I W-1 I I I IE]l I I _d I El I I �— III • I I � r'ti PROJECT INFO �I I DRAWN: N. SCHAUFENBUEL I 1011 t v i' l�' DESIGNED: N. SCHAUFENBUEL _ _ HELICAL ANCHOR PIER - � � . ;' ��• � I CHECKED: P. SCHROEDER ' ' I—III � � � Ill—III_ �� •' • I � I. � � � ' TEMPORARY CONSTRUCTION LIMITS OF DISTURBANCE _ >> a .:., .�..:-- � :: . ,, . .. PROJECT NO: 14356.00 r .,, SHEETTITLE TYPICAL BOARDWALK/DECK SECTION EXAMPLE BOARDWALK/DECKING PHOTOS LANDSCAPE FS R F DETAILS - BOARDWALK AND DECK �z SHEET P;�z� kr�'i r�� ,,1( I/' ;. •* ,"tq 4��S1�i�'$�r '�` !" �t.�1�g-�-`• `,, L291 EXAMPLE BOARDWALK/DECK CONSTRUCTION PHOTOS (NO-LOSS. TEMPORARY WETLAND IMPACT)