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HomeMy WebLinkAbout05(D) - Resolution Approving the Final Plat and Development Agreement for Eagle Creek Commercial Third Addition City of Prior Lake | 4646 Dakota Street SE | Prior Lake MN 55372 CITY COUNCIL AGENDA REPORT ITEM: 5D MEETING DATE: February 27, 2024 PREPARED BY: Paul Moretto, Planner PRESENTED BY: Paul Moretto AGENDA ITEM: Resolution Approving the Final Plat and Development Agreement for Eagle Creek Commercial Third Addition STRATEGIC PRIORITY: WELL MANAGED GROWTH 4. No net loss of C/I guided land 2023-2026. RECOMMENDED ACTION: Approval of a resolution approving the Eagle Creek Commercial Third Addition Final Plat and Development Agreement. BACKGROUND: Mike Budde of BHS Enterpises, LLC, (the “applicant”) on behalf of William E. Ryan of KRB Development LLC, (the “property owner”), has applied for approval of a final plat to be known as Eagle Creek Commercial Third Addition which is to be developed into two (2) lots. One (1) commercial lot and one (1) outlot. The subject property is located near the roundabout on Fish Point Road SE and Credit River Road SE, west of Kwik Trip. The PID is 255440020. Current Circumstances The subject property is 3.3 acres total. The final plat consists of one (1) commercial lot of 1.87 acres to be developed as a restaurant and one (1) outlot of 1.43 acres that will be a future commercial development. Staff has reviewed the final plat and finds it to be in substantial compliance with the approved preliminary plat for Eagle Creek Commercial Second Addition. The zoning is General Commercial (C-2) zoning which allows for restaurants and similar retail commercial activity. SITE CHARATERISTICS: Total Site Area: The total area is 3.3 acres gross. Wetland: No wetlands Access: Credit River Road and a private drive. Comprehensive Plan: This property is designated for Retail/General Business on the 2040 Comprehensive Land Use Plan Map. Issues Adjacent to the proposed parcels for final plat are existing commercial businesses that connect to private drives. As part of this approval process, staff recommends a condition that access agreements, private utility agreements, and any other necessary agreements be executed and recorded prior to the issuance of a building permit. Item 5D Page | 2 Zoning regulations do not limit impervious surface outside of shoreland overlays. For these lots, the stormwater design provides for a maximum impervious surface of 75% per parcel. The provided plan shows an impervious surface of all improvements on Lot 2, Block 1 at 76%; future development of Lot 1, Block 1 is to be limited to 74% impervious coverage through engineering requirements. Conclusion The principal requirements for Final Plat approval include a Development Agreement (attached) that specifies the development fees and other requirements for the development. FINANCIAL IMPACT: Approval of the final plat will facilitate the construction of a restaurant, which will contribute to and diversify the city's property tax base. ALTERNATIVES: 1. Motion and second, as part of the consent agenda, to approving a resolution approving the Final Plat and Development Agreement for Eagle Creek Commercial Third Addition. 2. Remove this item from the consent agenda for additional discussion ATTACHMENTS: 1. Location Map 2. Eagle Creek Commercial Third Addition Final Plat 3. Eagle Creek Commercial Third Addition Resolution 4. Eagle Creek Commercial Third Addition Development Agreement 5. Culver’s – Prior Lake Development Plans 4646 Dakota Street SE Prior Lake, MN 55372 RESOLUTION 24-___ A RESOLUTION APPROVING THE EAGLE CREEK COMMERCIAL THIRD ADDITION FINAL PLAT AND DEVELOPMENT AGREEMENT Motion By: Second By: WHEREAS, WHEREAS, WHEREAS, Michael Budde, BHS Enterprises LLC, (the “Developer”), on behalf of William E. Ryan of KRB Development LLC, (the “Property Owner”), has submitted an application to the City of Prior Lake for approval of a final plat for Eagle Creek Commercial Third Addition; and the Prior Lake City Council approved a preliminary plat known as Eagle Creek Commercial Second Addition on January 4, 2023; and Eagle Creek Commercial Third Addition is a replat of Outlot A, Eagle Creek Second Addition (PID 255440020) to create one commercial lot: Lot 2, Block 1 of approximately 1.87 acres and one outlot: Outlot A, of approximately 1.43 acres that will be reserved for future development; and WHEREAS, the City Council has found that the final plat of Eagle Creek Commercial Third Addition is in substantial compliance with the approved preliminary plat for Eagle Creek Commercial Second Addition. NOW THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF PRIOR LAKE, MINNESOTA as follows: 1. The recitals set forth above are incorporated herein as if fully set forth. 2. The final plat of Eagle Creek Commercial Third Addition is approved subject to the following conditions, which shall be met by the Developer prior to release and recording of the final plat: a. A current title opinion or commitment of title insurance is submitted acceptable to the City Attorney. b. Payment of all fees prior to release of the final plat mylars. c. Three mylar sets of the final plat with all required signatures are submitted. d. The final plat and all pertinent documents must be filed with Scott County within 90 days from the date of final plat approval. Failure to record the documents by May 1, 2024 will render the final plat null and void. 3. The following conditions shall be met by the Developer prior to issuance of a building permit or grading permit for any work on the site. a. The Developer shall obtain a grading permit from the City Engineering Department. b. The Developer shall obtain required permits from other state or local agencies as applicable. c. The Developer shall revise the plans in accordance with the requirements contained in the memorandum from the Public Works Department dated January 30, 2024. d. The Developer shall revise the plans in accordance with the requirements contained in the memorandum from the Community Development Department dated January 30, 2024. 2 e. The Developer shall obtain, provide and record access and utility maintance agreements to the satisfaction of the Community Development Director before the issuance of a building permit. 4. The Mayor and City Manager are hereby authorized to execute the Development Agreement on behalf of the City. Passed and adopted by the Prior Lake City Council this 27th day of February 2024. VOTE Briggs Braid Burkart Churchill Lake Aye ☐ ☐ ☐ ☐ ☐ Nay ☐ ☐ ☐ ☐ ☐ Abstain ☐ ☐ ☐ ☐ ☐ Absent ☐ ☐ ☐ ☐ ☐ __________________________ Jason Wedel, City Manager KNOW ALL PERSONS BY THESE PRESENTS: That KRB Development, LLC, a Minnesota limited liability company, owner of the following described property: Outlot A, EAGLE CREEK COMMERCIAL 2ND ADDITION, Scott County, Minnesota. Has caused the same to be surveyed and platted as EAGLE CREEK COMMERCIAL 3RD ADDITION and does hereby dedicate to the public for public use the public ways and the drainage and utility easements as created on this plat. In witness whereof said KRB Development, LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this day of , 20 . KRB Development, LLC, a Minnesota limited liability company By: its STATE OF COUNTY OF This instrument was acknowledged before me on day of , 20 , by , the of KRB Development, LLC, a Minnesota limited liability company, on behalf of the corporation. County, Printed Name My commission expires I Marcus F. Hampton do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of , 20 ______________________________________________________________ Marcus F. Hampton, Licensed Land Surveyor, Minnesota License No. 47481 STATE OF MINNESOTA COUNTY OF This instrument was acknowledged before me on this day of , 20 , by Marcus F. Hampton. County, Printed Name My commission expires January 31, CITY COUNCIL, CITY OF PRIOR LAKE, MINNESOTA This plat of EAGLE CREEK COMMERCIAL 3RD ADDITION was approved and accepted by the City Council of the City of Prior Lake, Minnesota at a regular meeting thereof held this day of , 20 , and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. By: Mayor Clerk SCOTT COUNTY SURVEYOR I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this day of , 20 . By: Scott County Surveyor SCOTT COUNTY AUDITOR/TREASURER I hereby certify that the current and delinquent taxes on the lands described within are paid and the transfer is entered this day of , 20 . Scott County Auditor Scott County Treasurer By: , Deputy SCOTT COUNTY RECORDER, STATE OF MINNESOTA I hereby certify that this plat of EAGLE CREEK COMMERCIAL 3RD ADDITION was filed in the office of the County Recorder for public record on this day of , 20 , at o'clock . M. and was duly filed in Book of Plats, Page , as Document Number . Scott County Recorder BEARINGS ARE BASED ON THE SOUTHWEST LINE OF OUTLOT A, EAGLE CREEK COMMERCIAL 2ND ADDITION, WHICH IS ASSUMED TO HAVE A BEARING OF SOUTH 62 DEGREES 23 MINUTES 03 SECONDS EAST VICINITY MAP DENOTES FOUND OPEN 1/2 INCH IRON MONUMENT UNLESS OTHERWISE NOTED DENOTES SET 1/2 INCH BY 14 INCH IRON MONUMENT WITH CAP MARKED L.S. NO. 47481 DENOTES FOUND MAGNETIC NAIL Page 1 DEVELOPMENT AGREEMENT Eagle Creek Commercial Third Addition PROJECT #PDEV24-0000002 This Development Agreement (“Agreement”) is entered into this ___ day of ________, 20__, by and between the City of Prior Lake, a Minnesota municipal corporation ("City"), and BHS Enterprises, LLC (“Developer”). WHEREAS, Developer is the owner of property located within the City of Prior Lake, County of Scott, legally described on Exhibit A (“Property”); WHEREAS, Developer has applied to the City for Final Plat approval for the construction of retail restaurant on the Property; NOW, THEREFORE, in consideration of the City Council adopting Resolution No. 24-______ (“Resolution”) for Final Plat approval for the construction of a retail restaurant and the related public improvements on the Property, Developer agrees to construct, develop and maintain the Property as follows: 1. RIGHT TO PROCEED. The City shall not issue a building permit and Developer shall not construct upon the Property in any manner, or begin the Development Work until all of the following Page 2 conditions have been satisfied: 1) the final Plat and this Agreement have been fully executed by all parties and recorded in the office of the Scott County Recorder or Registrar or Titles as applicable; 2) the necessary Security, deposits, fees and insurance have been received by the City, and 3) the City Engineer or his/her designee has issued a letter that all conditions have been satisfied and that the Developer may proceed. 2. PHASED DEVELOPMENT. This Agreement represents approval only of the units identified above and the related improvements set forth on the final Plat and Plans. It does not represent approval of any additional development including any proposed future phases. If the final Plat is a phase of a multi-phased preliminary Plat, the Developer shall submit, in accordance with City Code, a staging plan for City Council approval which may allow the Developer more than one (1) year to subdivide the Property into lots and blocks. If the final Plat is a phase of a multi-phased preliminary Plat, the City Council may refuse to approve final plats of subsequent phases or other Plats within the City if the Developer has breached this Agreement or any terms or conditions set out in the Resolution and the breach has not been remedied. In addition, no other subsequent phases may proceed until the City Council approves development agreements for such phases. Fees and charges collected by the City in connection with infrastructure, public improvements and parkland dedication requirements are not being imposed on outlots, if any, in the final Plat that are designated in an approved preliminary Plat for future subdivision into lots and blocks. Such charges will be calculated and imposed when the outlots are subdivided into lots and blocks. 3. DEVELOPMENT PLANS. A. The Property shall be developed in accordance with the final plans identified below, subject to such changes and modifications as provided herein (“Plans”). The Plans shall not be attached to this Agreement, but are incorporated by reference and made a part of this Agreement as if fully set forth herein. If the Plans vary from the written terms of this Agreement, the more specific or stringent controls shall apply. The Plans are: Page 3 Plan A -- Final Plat as stamped approved by the City Engineer or his/her designee (Prepared by James R. Hill, INC.) subject to the changes and modifications set forth in the Resolution. Plan B -- Final Grading, and Erosion Control Plan(s) including Storm Water Pollution Prevention Plan (“SWPPP”) as stamped approved by the City Engineer or his/her designee (Prepared by Kimley-Horn and Associates, INC.) February 12, 2024 Plan C -- Plans and Specifications for Developer Installed Public Improvements as stamped approved by the City Engineer or his/her designee (Prepared by Kimley-Horn and Associates, INC.) February 9, 2024 Plan D -- Landscape Plan as stamped approved by the City Community Development Director or his/her designee (Prepared by Kimley-Horn and Associates, INC.) February 9, 2024 B. In addition, Developer shall grade, construct upon, and improve the Property pursuant to all requirements of this Agreement, the Resolution, the Prior Lake City Code, the City's Public Works Design Manual (“PWDM”), and the direction of City Manager or his/her designee. All improvements and other work required by the Plans, the Developer Installed Public Improvements, and such other work as is required by this Agreement, the Resolution or the documents or parties identified above are hereafter referred to as the "Development Work." Developer shall be responsible for all costs related to the Development Work. 4. DEVELOPER INSTALLED PUBLIC IMPROVEMENTS. A. The Developer shall install and pay for the public improvements identified in the Plans, hereinafter referred to as the “Developer Installed Public Improvements”, which may include but are not limited to: Sanitary Sewer System, Water System, Storm Sewer, Streets, Concrete Curb and Gutter, Street Lights, Site Grading and Ponding, Underground Utilities, Traffic Control Signs, Street Signs, Setting of Iron Monuments, Sidewalks, Trails, and Boardwalks, Landscaping and Wetland Buffer Signage. All Develoepr Installed Public Improvements shall be dedicated or conveyed to the public, and shall be located within public property, right-of-way, or easement dedicated to the public. Page 4 B. Developer shall complete all Developer Installed Public Improvements and obtain the City Council’s written acceptance of the Developer Installed Public Improvements no later than December 31, 2024. The final wear course on streets shall be installed by October 31st of the same year the base layer of asphalt is installed. If the final wear course is not installed by the date required herein, no additional building permits shall be issued for the Property until the punch list is complete and the final wear course installed. All punch list items shall be completed before the final wear course is installed in order to allow for inspection. Any modifications to this section are to be proposed in writing and approved by the City Engineer C. Developer shall mark and label the GPS coordinates of the Developer Installed Public Improvements as the improvements are constructed. All of the following items must be marked and labeled and the data provided to the City in a form compatible with ArcGIS. • Watermain – bends, tees, valves, crosses, sleeves, services corps, curb stops, future stubs. • Sanitary sewer – manholes, service wyes, service stubs, cleanouts, future sanitary sewer stubs. • Storm Sewer – manholes, catchbasins, outlet structures, flared end sections, cleanouts, tile, valves. • Signs – all developer installed signs and type of sign. The City Council will not accept the Devleoper Installed Pubilc Improvements unless the GPS coordinates for all of the listed items are provided. If Developer fails to provide the required coordinates, Developer will be required to re-access the improvements, mark and label the GPS coordinates and then restore the improvements. D. As a condition of the City Council’s acceptance of the Developer Installed Public Improvements, the Developer’s engineer shall by written letter certify to the City that the Developer’s engineer made reasonable inspections of the Developer Installed Public Improvements and that the Developer Installed Public Improvements were built in accordance with this Agreement. E. Upon the City Council’s written acceptance, by City Council Resolution, of the Developer Installed Public Improvements, the Developer Installed Public Improvements shall automatically become Page 5 property of the City without further notice or action. The Developer shall be responsible for all maintenance of the Developer Installed Public Improvements until written acceptance by the City Council. F. Under no circumstances shall Developer charge or assess, directly or indirectly, any fee, charge, assessment or consideration, to any party, for connection or access to, or service by, any Developer Installed Public Improvement. 5. PROJECT TESTING. The Developer is responsible, at the Developer’s sole cost, to provide testing to certify that Developer Installed Public Improvements were completed in compliance with the Plans. The personnel performing the testing shall be certified by the Minnesota Department of Transportation. The City Engineer or his/her designee has the sole discretion to determine if additional testing is necessary. The cost of additional testing is to be paid by the Developer. 6. FINAL PLAT AND AS-BUILTS. A. Within 30 days after the completion of the Developer Installed Public Improvements, Developer shall supply the City a complete set of reproducible “as constructed” plans, and four complete sets of blue line “as constructed” plans, all prepared in accordance with City standards. In addition, Developer shall provide the City with an as-built grading plan and a certification by a registered land surveyor or engineer that all ponds, swales, and ditches have been constructed on public easements or land owned by the City. The Security shall not be released until the as-builts have been received by the City. The as-built plans shall include field verified elevations of the following: a) cross sections of ponds, b) location and elevations along all swales and ditches, and c) lot corners and house pads. The Developer shall also submit a land tabulation certified by a registered engineer showing that all pads have been corrected in accordance with project specifications. B. The Developer shall submit the final Plat in electronic format. The electronic format shall be compatible with the City's current software. In addition, upon completion of the project the Developer shall provide the City with as-built utility plans in electronic format compatible with the City’s current software Page 6 and with layers, colors, and line-types formatted in accordance with City standards. Additionally, three (3) full size (22 X 34 inch) paper copies and one (1) reduced (11 X 17 inch) copy shall be certified and submitted to the City. 7. MONUMENTS. Before the Security is released, Developer shall install iron monuments in accordance with Minn. Stat. §505.021. The Developer's surveyor shall submit a written notice to the City certifying that the monuments have been installed. 8. WARRANTY. Developer warrants all Developer Installed Public Improvements against any defects, poor material and faulty workmanship for a period of two years after its completion by Developer and acceptance by the City Council. Any replacement work shall be so warranted for two years after its completion by Developer and acceptance by the City Council. Both the Developer Installed Public Improvement warranty period described in this paragraph and the landscape warranty period described in paragraph 20 below are hereinafter referred to as the “Warranty Period”. 9. LICENSE. The Developer hereby grants the City, its agents, employees, officers and contractors a non-revocable license to enter the Property to perform all work and inspections deemed appropriate by the City in conjunction with the development of the Property. 10. EROSION CONTROL. A. Developer shall be responsible for constructing and maintaining all grading, storm water/drainage infrastructure, and erosion control in compliance with the Plans, the City Engineer or his/her designee’s requirements, and the individual building/grading plan for each specific lot, until the later of: (i) such time as the City Council has accepted the Developer Installed Public Improvements in writing; or (ii) a certificate of occupancy has been issued for each specifc lot. B. Developer shall install silt fence prior to lot construction to avoid erosion to adjoining properties, public sidewalk or the public street; locate all garbage roll offs and dumpsters, or cause the Page 7 same to be located, on the Property and not on public property; and install protection at catch basins to prevent silt and debris from entering the storm sewer. C. Developer shall seed or lay cultured sod in all boulevards and restore all other areas disturbed by the Development Work within thirty (30) days of the completion of street related improvements. Boulevard and Area Restoration shall be in accordance with the approved erosion control plan and SWPPP. No building permits will be issued until the Developer has installed silt-fence behind the curb of all buildable lots. Developer shall be responsible for the maintenance of any silt fence installed. Upon request of the City Engineer or his/her designee, the Developer shall remove the silt fences after turf establishment. D. Prior to initiating site grading, the erosion control plan and SWPPP shall be implemented by the Developer and inspected and approved by the City Engineer or his/her designee. The City Engineer or his/her designee may require the Developer, at no cost to the City, to install additional erosion control measures if they are necessary to meet erosion control objectives. All areas disturbed shall be reseeded immediately after the completion of the work in that area. All seeded areas shall be mulched and disc anchored as necessary for seed retention. E. No development, utility or street construction will be allowed unless the Property is in full compliance with the erosion control requirements. 11. CONSTRUCTION ACCESS. Construction traffic access is restricted to Credit River Road Southeast and Fish Point Pond South of the the roundabout. No construction traffic is permitted on other adjacent local streets. 12. IMPROVEMENTS REQUIRED BEFORE ISSUANCE OF BUILDING PERMITS. A. Wetland Buffer Signage must be installed prior to the issuance of any building permits within the Property and in accordance with the requirements of the Public Works Design Manual (Part III, Hydrology Rules). Page 8 B. A temporary or permanent certificate of occupancy shall not be issued for any building on the Property until water and sanitary sewer improvements have been installed and the streets have been completed and said improvements have been inspected and determined by the City Engineer or his/her designee to be available for use. C. Notwithstanding any other provision of this Agreement, the City will issue a building permit for up one (1) model home and a temporary parking lot upon Developer’s compliance with the following requirements: (1) approval of the building plans by the Building Official; (2) approval of a site survey for the model home(s) and parking lot(s) by the City Community Development Director, and (3) presence of a paved street within 300 feet of a model home and presence on said paved street of a fire hydrant within 300 feet of a model home and approval by the Fire Chief. 13. CONSTRUCTION OBSERVATION. The City’s authorized personnel or contractors shall provide construction observation during the installation of the Developer Installed Public Improvements in accordance with the PWDM. These services by the City shall include: A. Construction observation during installation of required Developer Installed Public Improvements, which include grading, sanitary sewer, water main, storm sewer/ponding and street system. B. Documentation of construction work and all testing of Developer Installed Public Improvements. C. Field document as-built location dimensions for sanitary sewer, water main and storm sewer facilities. The Developer’s Engineer is responsible for data collection and preparation of as-built record plans. 14. DEDICATIONS, CONVEYANCES, EASEMENTS AND VACATIONS. A. Developer shall convey to the City, through dedication in the final Plat or a separate conveyance document, fee title or an easement (whichever is required by the City Attorney), all of the following: (i) the property encompassing all Developer Installed Public Improvements, (ii) property Page 9 necessary for all public and private connections and access to all Developer Installed Public Improvements, (iii) property for streets, sidewalks, and trails identified in the Plans; (iv) any property for park dedication, and (v) all other property interests, conveyance of which is required by this Agreement. B. Developer shall obtain the written approval of the City Attorney and the City Engineer or his/her desingee of the form of the conveyance documents and the location of all easements or fee title conveyances required by this Agreement. C. With respect to any interest in all portions of the Property which Developer is required, pursuant to this Agreement, to dedicate or convey to the City ("Dedicated Property"), Developer represents and warrants as follows now and at the time of dedication or conveyance: (i) that Developer has marketable fee title free and clear of all mortgages, liens, and other encumbrances to the Dedicated Property. Prior to final plat approval, Developer shall provide to the City a current title insurance policy insuring such a condition of title; (ii) that Developer has not used, employed, deposited, stored, disposed of, placed or otherwise allowed to come in or on the Dedicated Property, any hazardous substance, hazardous waste, pollutant, or contaminant, including, but not limited to, those defined in or pursuant to 42 U.S.C. § 9601, et. seq., or Minn. Stat., Sec. 115B.01, et. seq. (such substances, wastes, pollutants, and contaminants hereafter referred to as "Hazardous Substances"); (iii) that Developer has not allowed any other person to use, employ, deposit, store, dispose of, place or otherwise have, in or on the Property, any Hazardous Substances; and (iv) that to the best of its knowledge, Developer warrants that no previous owner, operator or possessor of the Property deposited, stored, disposed of, placed or otherwise allowed in or on the Property any hazardous substances. D. Developer agrees to indemnify, defend and hold harmless City, its successors and assigns, against any and all loss, costs, damage and expense, including reasonable attorneys’ fees and costs, that the City incurs because of the breach of any of the above representations or warranties and/or resulting from or due to the release or threatened release of Hazardous Substances which were, or are claimed or Page 10 alleged to have been, used, employed, deposited, stored, disposed of, placed, or otherwise located or allowed to be located, in or on the Dedicated Property by Developer, its employees, agents, contractors or representatives. 15. DEPOSITS/ESCROWS. A. Deposit for Legal Fees. Developer shall be responsible for all reasonable legal fees incurred by the City relating to revisions and amendments to and enforcement of this Agreement. Developer shall make a cash deposit with the City for legal fees incurred by the City. If the cash deposit is exhausted, the City Engineer or his/her designee may require that Developer submit additional funds to replenish the cash deposit. Alternatively, the City Engineer or his/her designee may invoice the Developer direclty for such costs and Developer shall pay all such invoices within ten (10) days of receipt. City may cease all work and review of the Development Work until the invoice is paid and/or the cash deposit is replenished. Any balance remaining in the cash deposit after the expiration of the Warranty Period shall be returned to the Developer. B. Construction Observation Deposit. Developer shall be responsible for all construction observation costs incurred by the City relating to this Agreement. Developer shall make a cash deposit with the City for construction observation. If the cash deposit is exhausted, the City Engineer or his/her designee may require that Developer submit additional funds to replenish the cash deposit. Alternatively, the City Engineer or his/her designee may invoice the Developer directly for such costs and Developer shall pay all such invoices within ten (10) days of receipt. City may cease all work and review of the Development Work until the invoice is paid and/or the cash deposit is replenished. Any balance remaining in the cash deposit after the City Council’s final acceptance of the Developer Installed Public Improvements shall be returned to the Developer. 16. FEES AND CHARGES. Developer shall pay the fees and charges identified below, set forth in the City Fee Schedule and described in detail in Exhibit B prior to any work occurring on the Page 11 Property. Fees and charges are nonrefundable. Such fees and charges may include but are not limited to the following: A. Administrative Fee. Developer shall pay to the City an Administrative Fee based on construction cost estimates to reimburse the City for costs incurred. B. Park Dedication Fee. Prior to release of the final Plat, Developer shall pay cash park dedication fees for the Property as required by City Code in effect as of the date of the plat approval. C. Tree Preservation and Replacement. D. Trunk Storm Water Acreage Charge. E. Trunk Water Acreage Charge. F. Trunk Sewer Acreage Charge. G. Street Light Operational Costs. H. Chip Seal Fee. 17. MAINTENANCE OF PLATTED LOTS. Developer shall provide ongoing maintenance of all platted lots on the Property, including but not limited to mowing and weed control, sidewalk clearing (ice, snow, building materials, eroded materials, and other debris), storm water and erosion control, and other maintenance issues for which the Developer receives notice from the City Manager or his/her designee. Developer’s obligations pursuant to this paragraph shall continue until the later of: (i) such time as the City Council has accepted the Developer Installed Public Improvements in writing; or (ii) until each specific lot is sold. 18. OVERSIZING. Oversizing is the construction of a Developer Installed Public Improvement to City specifications that exceeds those that would be required of the Developer in order to serve additional development. Oversizing improvements include, but are not limited to, sanitary sewer, water, storm drainage facilities, and road improvements. If the City Engineer or his/her designee determines that oversizing is required for sanitary sewer, water or storm drainage, the City shall reimburse the Developer for the costs Page 12 associated with this work. City and Developer agree that the cost of system oversizing to be reimbursed to the Developer is based upon the following: a cost estimate by the City Engineer or his/her designee based on an engineer’s estimate or contractors bid to be provided by the Developer; and application of the City's Assessment Policy based on a final engineering design as described in Exhibit B. If the City Engineer or his/her designee determines that oversizing is required for road improvements, Developer shall install such oversize improvements at Developer’s cost. 19. LANDSCAPING (Single-Family Residential). In accordance with the City Subdivision Code, each residential lot on the Property must have at least two (2) front yard trees. The City shall not issue a building permit for a lot until two (2) front yard trees are planted or retained and a cash escrow or letter of credit for the lot in question’s landscaping is provided to the City. The City shall not issue a certificate of occupancy for a lot until the front yard, boulevard, and side yards to the rear of every structure have been sodded, weather permitting. If the required landscaping is not installed, the City is granted a right of entry to enter upon the lot and install the landscaping using the escrowed funds or letter of credit. Upon satisfactory completion of the landscaping on the lot, the escrowed funds less any draw made by the City, shall be returned to the person who deposited the funds with the City. 20. LANDSCAPING. Landscaping for the Property shall comply with Plan C. Developer shall warrant all required trees, whether the trees are to be retained or planted, for one (1) year from the later of: (i) the planting of the tree; or (ii) the issuance of a certificate of occupancy to the lot upon which the tree is located. A tree replaced under this warranty shall be warranted an additional one (1) year from the date of the planting of the replaced tree. In additional to all other security required under this Agreement, Developer shall provide to the City a cash escrow or letter of credit in the amount specified in Exhibit B to secure the planting and retainage of the required trees and to secure this warranty. If Developer fails to plant or retain the required trees or fails to comply with this warranty, the City may draw upon the escrowed funds or letter of credit to plant or replace required trees. Developer may periodically request reductions of the escrowed Page 13 funds or letter of credit and the City Engineer or his/her designee may approve such a request in an amount of the value of each healthy tree for which the warranty has expired as determined by the City Engineer or his/her designee. No tree plantings shall be placed within five (5) feet of a sanitary sewer, storm sewer, or water main line. All plantings permitted in public right-of-way/boulevard areas shall be placed a minimum four (4) feet behind the curb, be of deciduous species (no coniferous species), and be located outside of a fifty (50) foot sight triangle at street corners. 21. SECURITY. A. To guaranty compliance with the terms of this Agreement, Developer shall furnish the City an irrevocable letter of credit or other security deemed acceptable to the City Attorney and City Engineer or his/her designee (“Security”) in the following amounts: i. 125% of projected costs for the Developer Installed Public Improvements as certified to by a registered engineer and approved by the City Engineer or his/her designee. ii. 125% of projected costs for the grading, drainage, wetland and erosion control plan, including storm water calculations from proposed impervious surfaces as certified by a registered engineer and approved by the City Engineer or his/her designee. iii. 125% of projected costs for the landscape plan, as certified by a registered engineer and approved by the City Engineer or his/her designee. B. This, and any other breakdown, is for establishing the amount of the Security not a restriction on the use of the Security. All Security held by the City may be used in any manner allowed by this Agreement, to reimburse the City for any costs incurred related to this Agreement and the project, and/or to cure any breach of this Agreement. C. The Security shall be in the form attached hereto as Exhibit C or other form as approved by the City Attorney in writing and shall be from a bank approved by the City Attorney. The bank shall be authorized to do business in the State of Minnesota. The Security shall extend through completion, acceptance by the City Council and the Warranty Period of the Developer Installed Public Improvements. Page 14 D. In the event that Developer fails to comply with the terms of this Agreement (“breach”), the City may draw on the Security in whole or in part without notice by delivering or mailing by certified mail to the issuer a statement identifying the amount of the draw and reason for the draw. In addition, if the Development Work is not completed at least 30 days prior to the expiration of the Security, the City may draw on the Security in the same manner. The City shall not be under any obligation to cure any breach of the terms of this Agreement with the proceeds from the Security, but may, at the City’s sole option, cure the breach or retain the proceeds from the Security until Developer cures the breach. In the event the breach is fully cured by Developer, the City shall then release to Developer such retained draw proceeds, less any expenses incurred by the City as a result of the breach (including but not limited to engineer’s, attorney’s, and other consultant fees and costs). E. If the City makes a draw on the Security, Developer shall immediately replenish the Security to an amount then sufficient to cure any breach plus 125% of the cost of all Development Work then remaining for which the Security was required. F. The City Engineer or his/her designee may, from time to time, and only if Developer is otherwise in compliance with all terms of the Agreement, approve a reduction in the amount of the Security based upon work completed. The City shall at all times throughout construction and the Warranty Period maintain a minimum $50,000 or 10% of the Development Work for which Security was required, whiciever is greater. 22. CLEAN UP AND DAMAGE: A. Developer assumes full financial responsibility for any damage which may occur to public property including but not limited to streets, street sub- base, base, bituminous surface, curb, utility system including but not limited to water main, sanitary sewer or storm sewer when said damage occurs as a result of the activity which takes place during the development of the Property. Developer further agrees to pay all costs required to repair the streets, utility systems and other public property damaged or cluttered with Page 15 debris when occurring as a direct or indirect result of the construction that takes place on the Property. B. Developer shall clean the streets every day or as required by the City Engineer or his/her designee. C. Developer agrees that any damage to public property occurring as a result of construction activity on the Property shall be repaired immediately if deemed to be an emergency by the City Engineer or his/her designee. Developer further agrees that any damage to public property as a result of construction activity on the Property shall be repaired within 14 days if not deemed to be an emergency by the City Engineer or his/her designee. 23. NON-INTERFERENCE WITH ADJOINING PROPERTIES. All work performed by Developer and Developer’s contractors and subcontractors shall be performed exclusively upon the Property. Any work related to roads, trails, drainage, and utility improvements, which are specified herein to occur on land outside the Property, shall occur exclusively within the appropriate easement boundaries for such work. In no event shall any work performed by Developer or Developer’s contractors and subcontractors interfere with other properties, right-of-ways, or easements. 24. DEVELOPER’S RESPONSIBILITY FOR CODE VIOLATIONS: In the event of a violation of City Code relating to use of the Property during construction thereon or failure to fulfill an obligation imposed upon the Developer pursuant to this Agreement, City shall give 72 hour notice of such violation in order to allow a cure of such violation, provided however, City need not issue a building or occupancy permit for construction or occupancy on the Property while such a violation is continuing, unless waived by the City Engineer or his/her designee. The existence of a violation of City Code or the failure to perform or fulfill an obligation required by this Agreement shall be reasonably determined by the City Manager or his/her designee. 25. DEVELOPER'S RESPONSIBILITY FOR ITS CONTRACTORS: Developer shall release, defend and indemnify City, its elected and appointed officials, employees and agents from and Page 16 against any and all claims, demands, lawsuits, complaints, loss, costs (including attorneys’ fees), damages and injunctions relating to any acts, failures to act, errors, omissions of Developer or Developer's consultants, contractors, subcontractors, suppliers and agents. Developer shall not be released from its responsibilities to release, defend and indemnify because of any inspection, review or approval by City. 26. RESPONSIBILITY FOR COSTS. Except as otherwise specified herein, Developer shall pay all costs incurred by it or the City in conjunction with the development of the Property, including, but not limited to, legal, planning, engineering, design, development, construction, clean up, repair, easement and land acquisition, and inspection expenses incurred in connection with (i) review, approval, denial, and implementation of zoning, CUP, platting, site and building plan, and any other reviews, approvals, or denials by the City and any other reviewing authority; (ii) the Developer Installed Public Improvements; (iii) the Property; (iv) the preparation and review of the Agreement and other documents referred to in the Agreement or related to the Development Work; and (v) enforcing the terms of this Agreement. Developer shall pay in full all bills submitted to it by the City, in accordance with this Agreement, within 30 days after receipt. 27. DEVELOPER'S DEFAULT. A. Definition. In the context of this Agreement, “Event of Default” shall include, but not be limited to, any one or more of the following events: (1) failure by the Developer to pay in a timely manner, all fees, charges, taxes, claims and liabilities, including but not limited to all real estate property taxes, utility charges, and assessments with respect to the Property; (2) failure by the Developer to construct the Developer Installed Public Improvements pursuant to the terms, conditions and limitations of this Agreement; (3) failure by the Developer to observe or perform any covenant, condition, obligation or agreement on its part to be observed or performed under this Agreement; (4) transfer of any interest in the Property without prior written approval by the City Council (for the purpose of this paragraph, the sale of a lot, except an outlot, to a builder is not an event of default); (5) failure to correct any warranty deficiencies; (6) failure by the Developer to Page 17 reimburse the City for any costs incurred by the City or to pay when due the payments required to be paid or secured in connection with this Agreement; (7) failure by the Developer to renew the Security at least thirty (30) days prior to its expiration date; (8) receipt by the City from the Developer’s insurer of a notice of pending termination of insurance; (9) failure to maintain a current insurance certificate on file with the City meeting City requirements; (10) failure to maintain the required insurance, bonds or Security; (11) a breach of any provision of this Agreement; (12) if any representation made by Developer in this Agreement, is inaccurate, either when made or at a later date; (13) failure by Developer to pay its debts as they become due, the voluntary or involuntary filing of a petition in bankruptcy, an assignment by Developer for the benefit of its creditors, or the appointment of a receiver for (a) Developer; (b) all or any substantial portion of Developer’s assets; (c) the Property; or (14) if Developer is in default under any mortgage or other pledge, guaranty or security agreement. B. Event of Default - Remedies. Whenever an Event of Default occurs, the City, through the City Manager, City Engineer, City Community Deveopment Director, City Attorney or any of their designees, may take any one or more of the following actions: 1. The City may suspend its performance under this Agreement. 2. The City may draw upon or bring action upon any or all of the securities provided to the City pursuant to any of the terms of this Agreement. 3. The City may take whatever action, including legal or administrative action, which may be necessary or desirable to the City to collect any payments due under this Agreement or to enforce performance and/or observance of any obligation, agreement or covenant of Developer under this Agreement. 4. The City may suspend issuance of building permits and/or certificates of occupancy on any of the lots, including those lots sold to third parties. 5. The City may suspend the release of any escrowed dollars. Page 18 6. The City may use deposit or escrow dollars or other security to satisfy any outstanding financial obligations to the City including but not limited to all real estate property taxes, utility charges, and assessments with respect to the Property; 7. The City is hereby granted the option, but not the obligation, to complete or cause completion in whole or part of all of the Developer’s obligations under this Agreement. This Agreement is a license for the City to act, and it shall not be necessary for the City to seek a court order for permission to enter the Property and cure the default, including but not limited to, completion of the Development Work. When the City does any such work all costs incurred by the City in performing such work shall be recoverable by it from the Security, and shall also constitute a lien on the Property, and the City may, in addition to its other remedies, collect the costs in whole or in part as special assessments as specified in Chapter 429 of the Minnesota Statutes. Developer knowingly and voluntarily waives all rights to appeal said special assessments under Minnesota Statutes Section 429.081. C. Notice. In a non-emergency, Developer shall first be given written notice of the Event of Default not less than 48 hours prior to City’s curing the default or exercising a remedy, or such other period of time as the City, in its sole discretion, deems reasonable under the circumstances. If, in the City’s judgment, an Event of Default results in a threat to the public health, safety or welfare, the City may act to correct the default without notice. D. Election of Remedies. No remedy conferred in this Agreement is intended to be exclusive and each shall be cumulative and shall be in addition to every other remedy. The election of any one or more remedies shall not constitute a waiver of any other remedy. The City may, but is not obligated to, exercise any of the remedies referred to in this paragraph 27. 28. NOTICES. A. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by United States mail at the following address: Page 19 19374 Ellington Trl., Farmington, MN 55024. Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by United States mail in care of the City Manager at the following address: City of Prior Lake, 4646 Dakota Street SE, Prior Lake, Minnesota 55372. Concurrent with providing notice to the City, notice(s) shall be served upon the City Attorney 860 Blue Gentian Rd Ste. 290, Eagan, MN 55121. B. Notices shall be deemed effective on the date of receipt. Any party may change its address for the service of notice by giving written notice of such change to the other party, in any manner above specified, 10 days prior to the effective date of such change. C. Notice related to an Event of Default shall include the following: (1) the nature of the breach of the term or condition that requires compliance by the Developer, or the Event of Default that has occurred; (2) what the Developer must do to cure the breach or remedy the Event of Default; and (3) the time the developer has to cure the breach or remedy the Event of Default. 29. INDEMNIFICATION. Developer shall indemnify, defend, and hold the City, its Council, agents, employees, attorneys and representatives harmless against and in respect of any and all claims, demands, actions, suits, proceedings, liens, losses, costs, expenses, obligations, liabilities, damages, recoveries, and deficiencies, including interest, penalties, and attorneys’ fees, that the City incurs or suffers, which arise out of, result from or relate to this Agreement or the Development Work. The responsibility to indemnify and hold harmless the City, its Council, agents, employees, attorneys and representatives does not extend to any willful or intentional misconduct on the part of any of these individuals. 30. NO THIRD PARTY RECOURSE. The City and Developer agree that third parties shall have no recourse against the City under this Agreement. The Developer agrees that any party allegedly injured or aggrieved as a result of the City Council’s approval of the final Plat shall seek recourse against the Developer or the Developer’s agents. In all such matters, including court actions, the Developer agrees that the indemnification and hold harmless provisions set out in paragraph 29 shall apply to said actions. This Page 20 Agreement is a contract agreement between the City and the Developer. No provision of this Agreement inures to the benefit of any third person, including the public at large, so as to constitute any such person as a third-party beneficiary of the Agreement or of any one or more of the terms hereof, or otherwise give rise to any cause of action for any person not a party hereto. 31. INSURANCE REQUIREMENTS. Developer, at its sole cost and expense, shall take out and maintain or cause to be taken out and maintained, until the expiration of the Warranty Period, a policy of insurance with limits for bodily injury, death, and property damage of not less than $1,000,000.00 per occurence and $2,000,000.00 aggregate. The City, its elected and appointed officials, officers, employees, planners, engineers, attorneys, and agents shall be named additional insureds on any such policy. The insurance certificate shall provide that the City shall be given 30 days advance written notice before any modification, amendment or cancellation of the insurance becomes effective. 32. FINAL PLAT AND DEVELOPMENT AGREEMENT. The final Plat and Agreement shall be recorded with the Scott County Recorder or Registrar of Titles, as applicable within 90 days of approval by the City Council. The final plat shall be considered void if not recorded within the 90 days provided for herein unless a request for a time extension is submitted in writing and approved by the City Council prior to the expiration of the 90-day period. 33. RECONSIDERATION OR RESCISSION. If Developer fails to proceed in accordance with this Agreement within twenty-four (24) months of the date hereof, Developer, for itself, its successors, and assigns, shall not oppose the City’s reconsideration and rescission of all approvals issued in connection with this Agreement, thus restoring the status of the Property before the Agreement and all such approvals. 34. SIGNS. The Developer hereby waives any claim against the City for removal of signs placed in the right-of-way in violation of the City Code or State Statutes. The City shall not be responsible for any damage to, or loss of, signs removed. Page 21 35. MISCELLANEOUS. A. Compliance With Other Laws. The Developer represents to the City that the Plat and the Developer in performing all work under this Agreement shall comply with all county, metropolitan, state, and federal laws and regulations, including but not limited to: subdivision ordinances, zoning ordinances, and environmental regulations. If the City Engineer or his/her designee or the City Attorney determines that the Plat or Developer is not in compliance, the the City Engineer or his/her designee or the City Attorney may, at his/her option, refuse to allow construction or Development Work on the Property until the Developer does comply. Upon such demand, the Developer shall cease work until there is compliance. B. Permits. The Developer shall obtain all necessary approvals, permits and licenses from the City, and any other regulatory agencies and the utility companies. All costs incurred to obtain said approvals, permits and licenses, and also all fines or penalties levied by any agency due to the failure of the Developer to obtain or comply with conditions of such approvals, permits and licenses, shall be paid by the Developer. C. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Agreement is for any reason held invalid, such decision shall not affect the validity of the remaining portions of this Agreement. D. Amendments. There shall be no amendments to this Agreement unless in writing, signed by the parties and approved by resolution of the City Council. E. Waiver. Failure of the City to require performance of any provision of this Agreement shall not affect its right to require full performance of this Agreement at any time thereafter and the waiver by the City of a breach of any such provision shall not be a waiver of any subsequent breach and shall not nullify the effectiveness of such provision. Page 22 F. Assignment. The Developer may not assign this Agreement without the prior written approval of the City Council. The Developer's obligation hereunder shall continue in full force and effect even if the Developer sells one or more lots, the entire Property, or any part of it. G. Interpretation. This Agreement shall be interpreted in accordance with and governed by the laws of the State of Minnesota. The words herein and hereof and words of similar import, without reference to any particular section or subdivision, refer to this Agreement as a whole rather than to any particular section or subdivision hereof. Titles in this Agreement are inserted for convenience of reference only and shall be disregarded in constructing or interpreting any of its provisions. H. Successors and Assigns. Provisions of this Agreement shall be binding upon and enforceable against Developer’s successors and assigns including but not limited to all purchasers and owners of all or any part of the Property and their successors and assigns. I. Performance Standards. The Property shall be developed and operated in a manner meeting all applicable noise, vibration, dust and dirt, smoke, odor and glare laws and regulations. J. No City Liability. Except for the intentional acts of the City or its employees and contractors, no failure of the City to comply with any term, condition, covenant or agreement herein shall subject the City to liability for any claim for damages, costs or other financial or pecuniary charges. 36. PLANNED UNIT DEVELOPMENT. The Property is being developed as a Planned Unit Development. The City Council has found that the proposed development of the Property is in compliance with City Code Section 1106. The Property shall be developed in compliance with Resolution No. _____dated ______, and the plans approved by that Resolution. Page 23 CITY OF PRIOR LAKE By: ________________________________ _____________________, Mayor By: ________________________________ _____________________, City Manager STATE OF MINNESOTA ) (ss. COUNTY OF SCOTT ) The foregoing instrument was acknowledged before me this _____ day of ____________, 20__, by _____________________, Mayor, and by ____________________, City Manager, of the City of Prior Lake, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. _____________________________________ NOTARY PUBLIC Page 24 BHS ENTERPRISES, LLC ___________________________________ By: Michael Budde Its: Owner STATE OF MINNESOTA ) (ss. COUNTY OF __________ ) The foregoing instrument was acknowledged before me this ______ day of ____________, 20__, by _____________________________________ as _____________________________________________of _________________________________, on behalf of the company. _____________________________________ NOTARY PUBLIC DRAFTED BY: City of Prior Lake 4646 Dakota Street SE Prior Lake, Minnesota 55372 Page 25 EXHIBIT A TO DEVELOPMENT AGREEMENT (Final Plat Drawing) Page 26 EXHIBIT B TO DEVELOPMENT AGREEMENT Deposit/Escrow Amt Per Total Construction Observation Deposit Public Improvements Min. = $2,500 TOTAL Deposit/Escrow = $2,500 Fee Amt Per Total Administrative Fee 6% of Public Improvements = $0.00 Park Dedication Fee $ 9,000.00 X __1.87_ Acres = $16,830.00 Trunk Sanitary Sewer Acreage $ 5,166.00 X _1.87__ Acres = $9,660.00 Trunk Water Acreage $ 4,209.00 X _1.87__ Acres = $7,871.00 Trunk Storm Sewer Acreage $ 9,456.00 X _1.87__ Acres = $17,683.00 Chip Seal Fee (Public Streets) $2.25 X ___ Sq Yds = TOTAL Fee = $52,044.00 *$5,000 of administrative fee already paid with plat applications (Total Admin Fee is ________) Security Total Landscaping = $0.00 Sanitary Sewer = $0.00 Water Main = $0.00 Storm Sewer = $0.00 Streets/Sidewalks/Trails = $0.00 Grading/Erosion Control = $0.00 Subtotal (rounded) = $0.00 TOTAL (125% of subtotal) = $0.00 Oversizing Calculation Total (If Applicable) = $0.00 Fees/amounts due may be paid and/or credited against amounts owed. Page 27 EXHIBIT C TO DEVELOPMENT AGREEMENT SAMPLE IRREVOCABLE LETTER OF CREDIT No. ___________________ Date: _________________ TO: City of Prior Lake 4646 Dakota Street SE Prior Lake, Minnesota 55372 Dear Sir or Madam: By order of our client [name and address of client] we hereby issue our standby irrevocable Letter of Credit for the account of the [insert name of client] for an amount or amounts not to exceed in the aggregate U.S. Dollars $ ___________________________ (__________________ Thousand and No/100 U.S. Dollars) effective immediately and expiring at our [insert address of office] on [insert date] relative to our client’s performance under that certain contract entitled [insert name of contract/development agreement, etc.] dated [insert date of contract]. Funds under this Letter of Credit are available against your sight draft(s) on us, for all or part of this Letter of Credit, mentioning thereon our Credit No.______. Each such draft must be accompanied by your signed written statement to the effect that [name of client] has failed to comply with the terms and conditions of the above mentioned contract. Presentation will also be deemed made upon our receipt of your telecopier transmission to us at (FAX NUMBER [insert fax number] _____________________) of a facsimile of the appropriate sight draft and written statement completed and signed, together with your telephone advice to us at (TELEPHONE NUMBER [insert telephone number] _________________________________) or such other number as we shall specify to you in writing) of your sending the above-described telecopier transmission. Failure to make the telephone advice will not impair the validity of the presentation. If presentations are made by facsimile the original documents are not required. In the event that at least thirty (30) days prior to the expiry date listed above, this Letter of Credit is not extended for a period of at least one year or has not been replaced with a substitute Letter of Credit acceptable to you, this Letter of Credit is also payable to you upon presentation to us of your written statement mentioning thereon our Credit No.[insert number] ____ and stating “Letter of Credit No. [insert number] __________ has not been extended for a period of at least one year from the present expiration date and has not been replaced with a substitute Letter of Credit acceptable to us.” This letter of credit shall automatically extend for successive one-year terms unless at least forty-five days prior to the next annual extension date of [insert day and month of renewal] ________________ of such year, we deliver written notice by registered mail or overnight courier to the City that we intend not to extend the letter of credit for any additional period. If such notice is delivered and the letter of credit has not been replaced with a substitute letter of credit acceptable to you by the date of said notice, this letter of credit is also payable to you upon presentation to us of your written statement mentioning thereon our Letter of Credit No. [insert number] ______________ and stating “Notice of Modification, Cancellation or Non-Extension of Letter of Credit No. [insert number]_________________has been received and the letter of credit has not been replaced with a substitute letter of credit acceptable to us. If we receive your sight draft(s) and statement(s) as mentioned above, here at our address [insert address], on or before the expiry date of this Letter of Credit, we will promptly honor the same. If an interruption of our business occurred as a result of an Act of God, riots, civil commotion, insurrections, wars or any other causes beyond our control, as described in Article 36 of the Uniform Customs and Practices for Documentary Credits, UCP600 2007 which prevented us from accepting and/or paying you on this Letter of Credit, we undertake upon resumption of our business to accept drafts and pay on this Letter of Credit provided your draft is presented prior or during our business interruption or no later than thirty (30) days following resumption of our business. This Credit is subject to the Uniform Customs and Practices for Documentary Credits, UCP600 2007. Very Truly Yours, [Signature of Issuer] Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 11 9 9 5 S I N G L E T R E E L A N E , S U I T E 2 2 5 , E D E N P R A I R I E , M N 5 5 3 4 4 PH O N E : 6 1 2 - 3 1 5 - 1 2 7 2 WW W . K I M L E Y - H O R N . C O M K: \ T W C _ L D E V \ C U L V E R S \ p r i o r l a k e , m n \ 3 D e s i g n \ C A D \ p l a n s h e e t s \ C 0 - C O V E R S H E E T . d w g F e b r u a r y 0 8 , 2 0 2 4 - 3 : 4 2 p m BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N PR E P A R E D F O R CO V E R S H E E T C000 CU L V E R ' S - PR I O R L A K E , M N CU L V E R ' S PR I O R L A K E MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . BR I A N M . W U R D E M A N , P . E . 02 / 0 9 / 2 0 2 4 53 1 1 3 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 2 8 0 0 3 0 02 / 0 9 / 2 0 2 4 AS S H O W N CG M AR F BM W NORTH VICINITY N.T.S. SITE PRIOR LAKE, SCOTT COUNTY, MN 1.CONTRACTOR SHALL CONFIRM THAT THE EXISTING CONDITIONS FOR THE SITE MATCH WHAT IS SHOWN ON THE DRAWINGS INCLUDED PRIOR TO CONSTRUCTION. 2.IF REPRODUCED, THE SCALES SHOWN ON THESE PLANS ARE BASED ON A 22x34 SHEET. 3.ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICES COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES. 4.ALL GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS. NOTES: LANDSCAPE ARCHITECT KIMLEY-HORN AND ASSOCIATES, INC. PREPARED BY: RYAN HYLLESTED, PLA 767 EUSTIS STREET, SUITE 100 ST. PAUL, MN 55114 TELEPHONE: (651) 645-4197 PROJECT TEAM: SURVEYOR JAMES R. HILL, INC. 2999 WEST C.R. 42, SUITE 100 BURNSVILLE, MN 55306 CONTACT: MARCUS HAMPTON TELEPHONE: 952-890-6044 EMAIL: MHAMPTON@JRHINC.COM ENGINEER KIMLEY-HORN AND ASSOCIATES, INC. PREPARED BY: BRIAN M. WURDEMAN, P.E. 11995 SINGLETREE LN SUITE 225, EDEN PRAIRIE, MN 55344 TELEPHONE (612) 315-1272 OWNER / DEVELOPER MICHAEL BUDDE TELEPHONE: (612) 309-9915 CULVER'S - PRIOR LAKE, MN SECTION 01, TOWNSHIP 114N, RANGE 22W FOR SITE DEVELOPMENT PLANS Know what'sbelow. before you dig.Call ARCHITECT OLLMANN ERNEST MARTIN ARCHITECTS 200 S STATE ST BELVIDERE, IL 61008 CONTACT: WENDY MARTIN, AIA, NCARB TELEPHONE: (815) 544-7790 SITE BENCHMARKS: (LOCATIONS SHOWN ON SURVEY) SBM #1 TOP NUT HYDRANT IN NORTH QUADRANT OF CREDIT RIVER SE AND MARKLEY LAKE ELEVATION=927.70 BENCHMARKS EA G L E C R E E K A V E FIS H P O I N T R D Sheet List Table Sheet Number Sheet Title C000 COVER SHEET C100 GENERAL NOTES C101 ALTA TOPOGRAPHIC SURVEY C200 DEMO AND EROSION CONTROL PLAN - PHASE 1 C201 EROSION CONTROL PLAN - PHASE 2 C203 EROSION AND SEDIMENT CONTROL DETAILS C300 SITE PLAN C302 SITE DETAILS C303 SITE DETAILS C400 GRADING AND DRAINAGE PLAN C500 UTILITY PLAN C501 UTILITY DETAILS C502 UTILITY DETAILS L100 LANDSCAPE PLAN L101 LANDSCAPE DETAILS C202 SWPPP C301 SITE ACCESS PLAN Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 11 9 9 5 S I N G L E T R E E L A N E , S U I T E 2 2 5 , E D E N P R A I R I E , M N 5 5 3 4 4 PH O N E : 6 1 2 - 3 1 5 - 1 2 7 2 WW W . K I M L E Y - H O R N . C O M K: \ T W C _ L D E V \ C U L V E R S \ p r i o r l a k e , m n \ 3 D e s i g n \ C A D \ p l a n s h e e t s \ C 1 - G E N E R A L N O T E S . d w g F e b r u a r y 0 8 , 2 0 2 4 - 3 : 4 3 p m BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N PR E P A R E D F O R GE N E R A L N O T E S C100 CU L V E R ' S - PR I O R L A K E , M N CU L V E R ' S PR I O R L A K E MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . BR I A N M . W U R D E M A N , P . E . 02 / 0 9 / 2 0 2 4 53 1 1 3 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 2 8 0 0 3 0 02 / 0 9 / 2 0 2 4 AS S H O W N CG M AR F BM W GENERAL CONSTRUCTION NOTES 1.THE CONTRACTOR AND SUBCONTRACTORS SHALL OBTAIN A COPY OF THE LATEST EDITION OF THE STANDARD SPECIFICATIONS OF THE LOCAL JURISDICTION AND STATE DEPARTMENT OF TRANSPORTATION AND BECOME FAMILIAR WITH THE CONTENTS PRIOR TO COMMENCING WORK. UNLESS OTHERWISE NOTED, ALL WORK SHALL CONFORM AS APPLICABLE TO THESE STANDARDS AND SPECIFICATIONS. 3.PERFORM ALL WORK IN COMPLIANCE WITH APPLICABLE CITY REGULATIONS, STATE CODES, AND O.S.H.A. STANDARDS. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING THE NECESSARY MATERIALS & LABOR TO CONSTRUCT THE FACILITY AS SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMENTS, AND IN ACCORDANCE WITH THE SPECIFICATIONS AND REQUIREMENTS OF THE APPROPRIATE APPROVING AUTHORITIES. 4.CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS UNLESS OTHERWISE INDICATED, REMOVING TREES, STUMPS, ROOTS, MUCK, EXISTING PAVEMENT AND ALL OTHER DELETERIOUS MATERIAL. 5.THE EXISTING SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS QUALITY LEVEL "D" UNLESS OTHERWISE NOTED. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ACSE 38/02, ENTITLED STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF SUBSURFACE QUALITY DATA BY THE FHA. EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME OF THE TOPOGRAPHIC SURVEY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE ENGINEER. GUARANTEE IS NOT MADE THAT ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN ARE ENTIRELY ACCURATE. FINDING THE ACTUAL LOCATION OF ANY EXISTING UTILITIES IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE DONE BEFORE COMMENCING ANY WORK IN THE VICINITY. FURTHERMORE, THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES DUE TO THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATIONS IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, NOR FOR TEMPORARY BRACING AND SHORING OF SAME. IF IT IS NECESSARY TO SHORE, BRACE, SWING OR RELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED AND THEIR PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCH WORK. 6.IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THE CONSTRUCTION AREA BEFORE COMMENCING WORK. THE CONTRACTOR SHALL PROVIDE 48 HOURS MINIMUM NOTICE TO ALL UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION. 7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED CONSTRUCTION PERMITS AND BONDS IF REQUIRED PRIOR TO CONSTRUCTION. 8.THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ONE COPY OF THE CONSTRUCTION DOCUMENTS INCLUDING PLANS, SPECIFICATIONS, GEOTECHNICAL REPORT AND SPECIAL CONDITIONS AND COPIES OF ANY REQUIRED CONSTRUCTION PERMITS. 9.ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER. 10.ALL COPIES OF COMPACTION, CONCRETE AND OTHER REQUIRED TEST RESULTS ARE TO BE SENT TO THE OWNER DIRECTLY FROM THE TESTING AGENCY. 11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING AND MAINTAINING AS-BUILT INFORMATION WHICH SHALL BE RECORDED AS CONSTRUCTION PROGRESSES OR AT THE COMPLETION OF APPROPRIATE CONSTRUCTION INTERVALS AND SHALL BE RESPONSIBLE FOR PROVIDING AS-BUILT DRAWINGS TO THE OWNER FOR THE PURPOSE OF CERTIFICATION TO JURISDICTIONAL AGENCIES AS REQUIRED. ALL AS-BUILT DATA SHALL BE COLLECTED BY A STATE PROFESSIONAL LAND SURVEYOR WHOSE SERVICES ARE ENGAGED BY THE CONTRACTOR. 12.ANY WELLS DISCOVERED ON SITE THAT WILL HAVE NO USE MUST BE PLUGGED BY A LICENSED WELL DRILLING CONTRACTOR IN A MANNER APPROVED BY ALL JURISDICTIONAL AGENCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY WELL ABANDONMENT PERMITS REQUIRED. 13.ANY WELL DISCOVERED DURING EARTH MOVING OR EXCAVATION SHALL BE REPORTED TO THE APPROPRIATE JURISDICTIONAL AGENCIES WITHIN 24 HOURS AFTER DISCOVERY IS MADE. 14.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITE WORK THAT WOULD BE AFFECTED. FAILURE TO NOTIFY OWNER OF AN IDENTIFIABLE CONFLICT PRIOR TO PROCEEDING WITH INSTALLATION RELIEVES OWNER OF ANY OBLIGATION TO PAY FOR A RELATED CHANGE ORDER. 15.SHOULD CONTRACTOR ENCOUNTER ANY DEBRIS LADEN SOIL, STRUCTURES NOT IDENTIFIED IN THE DOCUMENTS, OR OTHER SOURCE OF POTENTIAL CONTAMINATION, THEY SHALL IMMEDIATELY CONTACT THE ENGINEER AND OWNER. 16.CONTRACTOR SHALL NOTIFY OWNER AND/OR ENGINEER 48 HOURS IN ADVANCE OF THE FOLLOWING ACTIVITIES: PRE-CONSTRUCTION MEETING, SUBGRADE PREPARATION, BASE INSTALLATION, ASPHALT INSTALLATION, UNDERGROUND PIPING AND UTILITIES INSTALLATION,INSTALLATION OF STRUCTURES, CHECK VALVES, HYDRANTS, METERS, ETC., SIDEWALK INSTALLATION, CONNECTIONS TO WATER AND SEWER MAINS, TESTS OF UTILITIES. EROSION CONTROL NOTES 1.THE STORM WATER POLLUTION PREVENTION PLAN ("SWPPP") IS COMPRISED OF THE EROSION CONTROL PLAN, THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN THE SPECIFICATIONS OF THE SWPPP, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 2.ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE STATE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS. 3.BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING AGENCY OR OWNER. 4.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR COMPLYING WITH THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION, AND SHALL MAINTAIN COMPLIANCE WITH APPLICABLE LAWS AND REGULATIONS FOR THE DURATION OF CONSTRUCTION. 5.THE CONTRACTOR SHALL FIELD ADJUST AND/OR PROVIDE ADDITIONAL EROSION CONTROL BMP'S AS NEEDED TO PREVENT EROSION AND OFF-SITE SEDIMENT DISCHARGE FROM THE CONSTRUCTION SITE. LOG AND RECORD ANY ADJUSTMENTS AND DEVIATIONS FROM THE APPROVED EROSION CONTROL PLANS WITHIN THE SWPPP DOCUMENTS STORED IN THE JOB SITE TRAILER. 6.BMPS SHOWN ON THE EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION AS REQUIRED BY ALL JURISDICTIONS UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A CERTIFIED PERSON AT LEAST ONCE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A 0.5-INCH OR GREATER RAINFALL EVENT. 7.EROSION & SEDIMENT CONTROL BMPS SHALL BE MAINTAINED IN ACCORDANCE WITH THE FOLLOWING: 7.1.INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING OR DETERIORATION. 7.2.ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO VERIFY THAT A HEALTHY STAND OF VEGETATION IS MAINTAINED. SEEDED AREAS SHOULD BE FERTILIZED, WATERED AND RE-SEEDED AS NEEDED. REFER TO THE LANDSCAPE PLAN AND PROJECT SPECIFICATIONS. 7.3.SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-THIRD THE HEIGHT OF THE SILT FENCE. 7.4.THE ROCK CONSTRUCTION ENTRANCE(S) SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC ADDITIONS OF ROCK TOP DRESSING AS CONDITIONS DEMAND. 7.5.THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC ADDITIONS OF TOP DRESSING IF THE TEMPORARY PARKING CONDITIONS DEMAND. 7.6.PERFORM ALL MAINTENANCE OPERATIONS IN A TIMELY MANNER BUT IN NO CASE LATER THAN 2 CALENDAR DAYS FOLLOWING THE INSPECTION. PAVING AND STRIPING NOTES 1.ALL PAVING, CONSTRUCTION, MATERIALS, AND WORKMANSHIP WITHIN JURISDICTION'S RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE LOCAL CITY OR COUNTY SPECIFICATIONS AND STANDARDS, OR THE STATE DOT SPECIFICATIONS AND STANDARDS IF NOT COVERED BY LOCAL CITY OR COUNTY REGULATIONS. 2.ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D) AND CITY STANDARDS. 3.CONTRACTOR SHALL FURNISH ALL PAVEMENT MARKINGS FOR FIRE LANES, ROADWAY LANES, PARKING STALLS, ACCESSIBLE PARKING SYMBOLS, ACCESS AISLES, STOP BARS AND SIGNS, AND MISCELLANEOUS STRIPING WITHIN THE PARKING LOT AS SHOWN ON THE PLANS. 4.ALL EXPANSION JOINTS SHALL EXTEND THROUGH THE CURB. 5.THE MINIMUM LENGTH OF OFFSET JOINTS AT RADIUS POINTS SHALL BE 2 FEET. 6.ALL JOINTS, INCLUDING EXPANSION JOINTS WITH REMOVABLE TACK STRIPS, SHALL BE SEALED WITH JOINT SEALANT. 7.THE MATERIALS AND PROPERTIES OF ALL CONCRETE SHALL MEET THE APPLICABLE REQUIREMENTS IN THE A.C.I. (AMERICAN CONCRETE INSTITUTE) MANUAL OF CONCRETE PRACTICE. 8.CONTRACTOR SHALL APPLY A SECOND COATING OVER ALL PAVEMENT MARKINGS PRIOR TO ACCEPTANCE BY OWNER FOLLOWED BY A COAT OF GLASS BEADS AS APPLICABLE PER THE PROJECT DOCUMENTS. 9.ANY EXISTING PAVEMENT, CURBS AND/OR SIDEWALKS DAMAGED OR REMOVED WILL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE TO THE SATISFACTION OF THE ENGINEER AND OWNER. 10.BEFORE PLACING PAVEMENT, CONTRACTOR SHALL VERIFY SUITABLE ACCESSIBLE ROUTES (PER A.D.A). GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE ISSUES. 11.MAXIMUM JOINT SPACING IS TWICE THE DEPTH OF THE CONCRETE PAVEMENT IN FEET. GRADING AND DRAINAGE NOTES 1.GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY THE SUITABILITY OF ALL EXISTING AND PROPOSED SITE CONDITIONS INCLUDING GRADES AND DIMENSIONS BEFORE START OF CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 2.THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS INDICATED AND SHALL ADJUST BMP'S AS NECESSARY AND REGRADE WASHOUTS WHERE THEY OCCUR AFTER EVERY RAINFALL UNTIL A GRASS STAND IS WELL ESTABLISHED OR ADEQUATE STABILIZATION OCCURS. 3.CONTRACTOR SHALL ENSURE THERE IS POSITIVE DRAINAGE FROM THE PROPOSED BUILDINGS SO THAT SURFACE RUNOFF WILL DRAIN BY GRAVITY TO NEW OR EXISTING DRAINAGE OUTLETS. CONTRACTOR SHALL ENSURE NO PONDING OCCURS IN PAVED AREAS AND SHALL NOTIFY ENGINEER IF ANY GRADING DISCREPANCIES ARE FOUND IN THE EXISTING AND PROPOSED GRADES PRIOR TO PLACEMENT OF PAVEMENT OR UTILITIES. 4.CONTRACTOR SHALL PROTECT ALL MANHOLE COVERS, VALVE COVERS, VAULT LIDS, FIRE HYDRANTS, POWER POLES, GUY WIRES, AND TELEPHONE BOXES THAT ARE TO REMAIN IN PLACE AND UNDISTURBED DURING CONSTRUCTION. EXISTING CASTINGS AND STRUCTURES TO REMAIN SHALL BE ADJUSTED TO MATCH THE PROPOSED FINISHED GRADES. 5.BACKFILL FOR UTILITY LINES SHALL BE PLACED PER DETAILS, STANDARDS, AND SPECIFICATIONS SO THAT THE UTILITY WILL BE STABLE. WHERE UTILITY LINES CROSS THE PARKING LOT, THE TOP 6 INCHES SHALL BE COMPACTED SIMILARLY TO THE REMAINDER OF THE LOT. UTILITY DITCHES SHALL BE VISUALLY INSPECTED DURING THE EXCAVATION PROCESS TO ENSURE THAT UNDESIRABLE FILL IS NOT USED. 6.CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND REPLACEMENT OF 4" OF TOPSOIL AT COMPLETION OF WORK. ALL UNPAVED AREAS IN EXISTING RIGHTS-OF-WAY DISTURBED BY CONSTRUCTION SHALL BE REGRADED AND SODDED. 7.AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PLACEMENT OF PAVEMENT, CONTRACTOR SHALL TEST AND OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING. ALL AREAS SHALL ADEQUATELY DRAIN TOWARDS THE INTENDED STRUCTURE TO CONVEY STORM RUNOFF. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER AND ENGINEER IF ANY DISCREPANCIES ARE DISCOVERED. 8.WHERE EXISTING PAVEMENT IS INDICATED TO BE REMOVED AND REPLACED, THE CONTRACTOR SHALL SAW CUT FULL DEPTH FOR A SMOOTH AND STRAIGHT JOINT AND REPLACE THE PAVEMENT WITH THE SAME TYPE AND DEPTH OF MATERIAL AS EXISTING OR AS INDICATED. 9.THE CONTRACTOR SHALL INSTALL PROTECTION OVER ALL DRAINAGE STRUCTURES FOR THE DURATION OF CONSTRUCTION AND UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. ALL DRAINAGE STRUCTURES SHALL BE CLEANED OF DEBRIS AS REQUIRED DURING AND AT THE END OF CONSTRUCTION TO PROVIDE POSITIVE DRAINAGE FLOWS. 10.IF DEWATERING IS REQUIRED, THE CONTRACTOR SHALL OBTAIN ANY APPLICABLE REQUIRED PERMITS. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER AND THE DESIGN ENGINEER PRIOR TO ANY EXCAVATION. 11.FIELD DENSITY TESTS SHALL BE TAKEN AT INTERVALS IN ACCORDANCE WITH THE LOCAL JURISDICTIONAL AGENCY OR TO STATE DOT STANDARDS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 12.ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED AS PER PLANS. THE AREAS SHALL THEN BE SODDED OR SEEDED AS SPECIFIED IN THE PLANS, FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL GROWTH IS ESTABLISHED TO MINIMUM COVERAGE OF 70% IN ALL AREAS. ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE JOB SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. ALL EARTHEN AREAS WILL BE SODDED OR SEEDED AND MULCHED AS SHOWN ON THE LANDSCAPING PLAN. 13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING AND SCATTERING IN THE AIR DURING CONSTRUCTION AND SHALL PROVIDE WATER SPRINKLING OR OTHER SUITABLE METHODS OF CONTROL. THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. 14.SOD, WHERE CALLED FOR, MUST BE INSTALLED AND MAINTAINED ON EXPOSED SLOPES WITHIN 48 HOURS OF COMPLETING FINAL GRADING, AND AT ANY OTHER TIME AS NECESSARY, TO PREVENT EROSION, SEDIMENTATION OR TURBID DISCHARGES. 15.THE CONTRACTOR SHALL ENSURE THAT LANDSCAPE ISLAND PLANTING AREAS AND OTHER PLANTING AREAS ARE NOT COMPACTED AND DO NOT CONTAIN ROAD BASE MATERIALS. THE CONTRACTOR SHALL ALSO EXCAVATE AND REMOVE ALL UNDESIRABLE MATERIAL FROM ALL AREAS ON THE SITE TO BE PLANTED AND PROPERLY DISPOSED OF IN A LEGAL MANNER. 16.THE CONTRACTOR SHALL INSTALL ALL UNDERGROUND STORM WATER PIPING PER MANUFACTURER'S RECOMMENDATIONS AND STATE DOT SPECIFICATIONS. 17.PAVEMENTS SHALL BE INSTALLED IN ACCORDANCE WITH THE RECOMMENDATION OF THE SITE SPECIFIC GEOTECHNICAL EVALUATION REPORT AND CITY & STATE DOT SPECIFICATIONS. 18.SPOT ELEVATIONS REPRESENT THE FINISHED SURFACE GRADE OR FLOWLINE OF CURB UNLESS OTHERWISE NOTED. 19.LIMITS OF CONSTRUCTION ARE TO THE PROPERTY LINE UNLESS OTHERWISE SPECIFIED ON THE PLAN. 20.IMMEDIATELY REPORT TO THE OWNER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS. 21.THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UTILITIES, AND SHALL REPAIR ALL DAMAGE TO EXISTING UTILITIES THAT OCCUR DURING CONSTRUCTION WITHOUT COMPENSATION. 22.BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE. 23.ALL PROPOSED GRADES ONSITE SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE INDICATED ON THE PLANS. ANY SLOPES STEEPER THAN 4:1 REQUIRE EROSION AND SEDIMENT CONTROL BLANKET. 24.ADHERE TO ALL TERMS AND CONDITIONS AS NECESSARY IN THE GENERAL N.P.D.E.S. PERMIT AND STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 25.ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. WATER STORM SEWER & SANITARY SEWER NOTES 1.THE CONTRACTOR SHALL CONSTRUCT GRAVITY SEWER LATERALS, MANHOLES, GRAVITY SEWER LINES, AND DOMESTIC WATER AND FIRE PROTECTION SYSTEM AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL FURNISH ALL NECESSARY MATERIALS, EQUIPMENT, MACHINERY, TOOLS, MEANS OF TRANSPORTATION AND LABOR NECESSARY TO COMPLETE THE WORK IN FULL AND COMPLETE ACCORDANCE WITH THE SHOWN, DESCRIBED AND REASONABLY INTENDED REQUIREMENTS OF THE CONTRACT DOCUMENTS AND JURISDICTIONAL AGENCY REQUIREMENTS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 2.ALL EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS FOR UTILITY LOCATION AND COORDINATION IN ACCORDANCE WITH THE NOTES CONTAINED IN THE GENERAL CONSTRUCTION SECTION OF THIS SHEET. 3.THE CONTRACTOR SHALL RESTORE ALL DISTURBED VEGETATION IN KIND, UNLESS SHOWN OTHERWISE. 4.DEFLECTION OF PIPE JOINTS AND CURVATURE OF PIPE SHALL NOT EXCEED THE MANUFACTURER'S SPECIFICATIONS. SECURELY CLOSE ALL OPEN ENDS OF PIPE AND FITTINGS WITH A WATERTIGHT PLUG WHEN WORK IS NOT IN PROGRESS. THE INTERIOR OF ALL PIPES SHALL BE CLEAN AND JOINT SURFACES WIPED CLEAN AND DRY AFTER THE PIPE HAS BEEN LOWERED INTO THE TRENCH. VALVES SHALL BE PLUMB AND LOCATED ACCORDING TO THE PLANS. 5.ALL PIPE AND FITTINGS SHALL BE CAREFULLY STORED FOLLOWING MANUFACTURER'S RECOMMENDATIONS. CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE COATING OR LINING IN ANY D.I. PIPE FITTINGS. ANY PIPE OR FITTING WHICH IS DAMAGED OR WHICH HAS FLAWS OR IMPERFECTIONS WHICH, IN THE OPINION OF THE ENGINEER OR OWNER, RENDERS IT UNFIT FOR USE, SHALL NOT BE USED. ANY PIPE NOT SATISFACTORY FOR USE SHALL BE CLEARLY MARKED AND IMMEDIATELY REMOVED FROM THE JOB SITE, AND SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 6.WATER FOR FIRE FIGHTING SHALL BE MADE AVAILABLE FOR USE BY THE CONTRACTOR PRIOR TO COMBUSTIBLES BEING BROUGHT ON SITE. 7.ALL UTILITY AND STORM DRAIN TRENCHES LOCATED UNDER AREAS TO RECEIVE PAVING SHALL BE COMPLETELY BACK FILLED IN ACCORDANCE WITH THE GOVERNING JURISDICTIONAL AGENCY'S SPECIFICATIONS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 8.UNDERGROUND UTILITY LINES SHALL BE SURVEYED BY A STATE LICENSED PROFESSIONAL LAND SURVEYOR PRIOR TO BACK FILLING. 9.CONTRACTOR SHALL PERFORM, AT THEIR OWN EXPENSE, ANY AND ALL TESTS REQUIRED BY THE SPECIFICATIONS AND/OR ANY AGENCY HAVING JURISDICTION. THESE TESTS MAY INCLUDE, BUT MAY NOT BE LIMITED TO, INFILTRATION AND EXFILTRATION, TELEVISION INSPECTION AND A MANDREL TEST ON GRAVITY SEWER. A COPY OF THE TEST RESULTS SHALL BE PROVIDED TO THE UTILITY PROVIDER, OWNER AND JURISDICTIONAL AGENCY AS REQUIRED. 10.BETWEEN WATER AND SEWER MANHOLES AND PIPES, CONTRACTOR SHALL PROVIDE FOR A MINIMUM HORIZONTAL CLEARANCE OF 10-FEET AND A MINIMUM VERTICAL SEPARATION OF 18-INCHES. 11.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 12.ALL STORM PIPE ENTERING STRUCTURES SHALL BE GASKETED AND/OR GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT UNLESS OTHERWISE STATED BY CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS. 13.UNLESS OTHERWISE STATED IN CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS, ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER". EXISTING CASTINGS AND STRUCTURES WITHIN PROJECT LIMITS SHALL BE ADJUSTED TO MEET THESE CONDITIONS AND THE PROPOSED FINISHED GRADE. 14.TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYORS. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW. 15.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 16.ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR FROM INVERT IN TO INVERT OUT. 17.ROOF DRAINS SHALL BE CONNECTED TO STORM SEWER BY PREFABRICATED WYES OR AT STORM STRUCTURES. ROOF DRAINS AND TRUCK WELL DRAIN SHALL RUN AT A MINIMUM 2.0% SLOPE, UNLESS NOTED OTHERWISE, AND TIE IN AT THE CENTERLINE OF THE STORM MAIN. 18.PROVIDE INSULATION OF UNDERGROUND ROOF DRAINS AND SANITARY SEWER SERVICES IF ADEQUATE FROST DEPTH CANNOT BE PROVIDED. 19.THE CONTRACTOR SHALL PROTECT EXISTING UNDERGROUND UTILITIES AND APPURTENANCES THAT ARE TO REMAIN FROM DAMAGE DURING CONSTRUCTION OPERATIONS. 20.THE LOCATION OF EXISTING UTILITIES, STORM DRAINAGE STRUCTURES AND OTHER ABOVE AND BELOW-GRADE IMPROVEMENTS ARE APPROXIMATE AS SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION, SIZE AND INVERT ELEVATIONS OF EACH PRIOR TO THE START OF CONSTRUCTION. 21.A MINIMUM SEPARATION OF 5-FEET IS REQUIRED BETWEEN UNDERGROUND UTILITIES AND TREES UNLESS A ROOT BARRIER IS UTILIZED. 22.GAS, PHONE AND ELECTRIC SERVICES SHOWN FOR INFORMATIONAL PURPOSES ONLY. DRY UTILITY COMPANIES MAY ALTER THE DESIGN LAYOUT DURING THEIR REVIEW. CONTRACTOR TO COORDINATE FINAL DESIGN AND INSTALLATION WITH UTILITY COMPANIES. 23.COORDINATE UTILITY INSTALLATION WITH IRRIGATION DESIGN AND INSTALLATION. 24.ALL DIMENSIONS ARE TO FLOW LINE OF CURB UNLESS OTHERWISE NOTED. PERIMETER WALL DIMENSIONS ARE TO INSIDE WALL FACE. REFERENCE ARCHITECTURAL PLANS FOR EXACT WALL WIDTH AND SPECIFICATIONS. 25.REFERENCE ARCHITECTURAL PLANS (BY OTHERS) FOR EXACT BUILDING DIMENSIONS, MATERIALS SPECIFICATIONS. 26.REFERENCE M.E.P. PLANS (BY OTHERS) FOR MECHANICAL EQUIPMENT DIMENSIONS AND SPECIFICATIONS. 27.CONTRACTOR SHALL REFERENCE STRUCTURAL PLANS (BY OTHERS) FOR FOOTING AND FOUNDATION PAD PREPARATION SPECIFICATIONS. 28.CONTRACTOR SHALL REFERENCE M.E.P PLANS (BY OTHERS) FOR ROUTING OF PROPOSED ELECTRICAL & COMMUNICATIONS SERVICES AND SITE LIGHTING LAYOUT. THIRD PARTY SUPPLEMENTAL INFORMATION KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CONTAINED WITHIN SUPPLEMENTAL INFORMATION PROVIDED BY THIRD PARTY CONSULTANTS. 1.BOUNDARY & TOPOGRAPHIC SURVEY PERFORMED BY: JAMES R. HILL, INC. ADDRESS: 2999 WEST C.R. 42, SUITE 100, BURNSVILLE, MN 55306 PHONE: (952) 890-6044 DATED: 10/26/2023 2.CONSTRUCTION TESTING TEST REPORTS REQUIRED FOR CLOSE OUT INCLUDE, BUT ARE NOT LIMITED TO: ·DENSITY TEST REPORTS ·BACTERIOLOGICAL TESTS OF WATER SYSTEM ·PRESSURE TEST OF WATER/SEWER ·LEAK TESTS ON SEWER SYSTEM AND GREASE TRAPS ·ANY OTHER TESTING REQUIRED BY THE AGENCY/MUNICIPALITY EXISTING WATER MAIN TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION EXISTING SANITARY SEWER AND STRUCTURE TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION EXISTING STORM SEWER TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION CLEAR AND GRUB CLEAR AND GRUB LIMITS OF CONSTRUCTION (TYP.) EXISTING HYDRANT TO BE RELOCATED INLET PROTECTION (TYP.) LIMITS OF CONSTRUCTION (TYP.) SILT FENCE (TYP.) EXISTING SANITARY SEWER TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION ROCK CONSTRUCTION ENTRANCE EXISTING STORM SEWER TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION SILT FENCE (TYP.) BIOROLL INLET PROTECTION (TYP.) EXISTING WATER TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION 935 932 933 934 936 937 938 PROTECT EXISTING FENCE 3.2 2 % 2.5 0 % 2.4 3 % 2.8 2 % 4. 6 8 % 5 . 2 6 % 25 . 5 0 % 8 . 6 4 % 4 . 6 6 % 2. 9 5 % 3.7 6 % 9.2 0 % 940 945 938 939 941 942 943 944 946 947 948 939 938 945 94 1 940 939 938 937 936 935 934 9 3 3 932 931 930 929 928 927 92 6 SAWCUT PROTECT EXISTING TRASH ENCLOSURE PROTECT EXISTING ROW UTILITIES EX. 15" RCP @ 1.00% W/ 15" PLUG Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 11 9 9 5 S I N G L E T R E E L A N E , S U I T E 2 2 5 , E D E N P R A I R I E , M N 5 5 3 4 4 PH O N E : 6 1 2 - 3 1 5 - 1 2 7 2 WW W . K I M L E Y - H O R N . C O M K: \ T W C _ L D E V \ C U L V E R S \ p r i o r l a k e , m n \ 3 D e s i g n \ C A D \ p l a n s h e e t s \ C 2 0 0 D E M O A N D E R O S I O N C O N T R O L P L A N - P H A S E 1 . d w g F e b r u a r y 0 8 , 2 0 2 4 - 3 : 4 5 p m BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N PR E P A R E D F O R DE M O A N D ER O S I O N CO N T R O L P L A N - PH A S E 1 C200 CU L V E R ' S - PR I O R L A K E , M N CU L V E R ' S PR I O R L A K E MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . BR I A N M . W U R D E M A N , P . E . 02 / 0 9 / 2 0 2 4 53 1 1 3 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 2 8 0 0 3 0 02 / 0 9 / 2 0 2 4 AS S H O W N CG M AR F BM W Know what'sbelow. before you dig.Call LIMITS OF CONSTRUCTION REMOVE BITUMINOUS SURFACE REMOVE CONCRETE SURFACE REMOVE BUILDING REMOVE TREE REMOVE CONCRETE CURB & GUTTER REMOVE UTILITY LINES PROPERTY LINE EXISTING OVERHEAD POWER LINE EXISTING CHAINLINK FENCE EXISTING J-BARRIER EXISTING RETAINING WALL EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING WATERMAIN EXISTING GAS MAIN EXISTING UNDERGROUND TELEPHONE EXISTING UNDERGROUND CABLE EXISTING CONTOUR EXISTING SIGN EXISTING STORM MANHOLE EXISTING GATE VALVE EXISTING HYDRANT EXISTING METAL COVER EXISTING POWER POLE EXISTING LIGHT POLE CLEARING & GRUBBING FILL & ABANDON UTILITY LINES EXISTING CURB & GUTTER DEMO LEGEND FULL DEPTH SAWCUT 1.THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES) OF ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC. SUCH THAT THE IMPROVEMENTS ON THE PLANS CAN BE CONSTRUCTED. FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE PROJECT DOCUMENTS. 2.THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING OF THE DEBRIS IN A LAWFUL MANNER AND IN ACCORDANCE WITH LOCAL AND STATE REGULATIONS. THE CONTRACTOR SHALL OBTAIN ANY REQUIRED PERMITS FOR DEMOLITION AND DISPOSAL FROM THE APPROPRIATE LOCAL AND STATE AGENCIES. CONTRACTOR SHALL PROVIDE COPIES OF THE PERMIT AND RECEIPTS OF DISPOSAL OF MATERIALS TO THE OWNER AND OWNERS REPRESENTATIVE, INCLUDING THE TYPE OF DEBRIS AND LOCATION WHERE IT WAS DISPOSED. 3.THE CONTRACTOR SHALL MAINTAIN UTILITY SERVICES TO ADJACENT PROPERTIES AT ALL TIMES. UTILITY SERVICES SHALL NOT BE INTERRUPTED WITHOUT APPROVAL FROM THE CONSTRUCTION MANAGER AND COORDINATION WITH THE ADJACENT PROPERTIES AND/OR THE CITY. 4.THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. 5.THE LOCATIONS OF EXISTING UTILITIES SHOWN ON THE PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANIES TO PROVIDE LOCATIONS OF EXISTING UTILITIES WITHIN PROPOSED WORK AREA. 6.EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE BASED ON AVAILABLE RECORD PLAN DATA AND/OR FIELD UTILITY MARKINGS AND ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION. ADDITIONAL UNMARKED OBSTACLES MAY EXIST ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED UNDERGROUND FEATURES. GIVE NOTICE TO AFFECTED UTILITY COMPANIES REGARDING REMOVAL OF SERVICE LINES AND CAP ANY ABANDONED LINES BEFORE PRECEDING WITH THE PROPOSED WORK. 7.ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC, AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN ANY ROAD RIGHT-OF-WAY DURING CONSTRUCTION. 8.CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC. (AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES) AS APPROVED BY THE CONSTRUCTION MANAGER. MAINTENANCE OF TRAFFIC CONTROL SHALL BE COORDINATED IN ACCORDANCE WITH THE CITY, COUNTY, AND STATE DOT AS NECESSARY. 9.CONTRACTOR SHALL MAINTAIN ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION, AND SHALL NOTIFY ADJACENT PROPERTY OWNERS IF ACCESS WILL BE INTERRUPTED OR ALTERED AT ANY TIME DURING CONSTRUCTION. 10.PRIOR TO THE START OF DEMOLITION, INSTALL EROSION CONTROL BMP'S IN ACCORDANCE WITH THE EROSION & SEDIMENT CONTROL PLANS / SWPPP. 11.CONTRACTOR MAY LIMIT SAW-CUT AND PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT OR CURB, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR. 12.THE CONTRACTOR SHALL COORDINATE WATER MAIN WORK WITH THE CITY WATER AND FIRE DEPARTMENTS TO ENSURE ADEQUATE FIRE PROTECTION IS CONSTANTLY AVAILABLE TO THE SITE AND SURROUNDING PROPERTIES THROUGH ALL PHASES OF CONSTRUCTION. CONTRACTOR WILL BE RESPONSIBLE FOR ARRANGING/PROVIDING ANY REQUIRED WATER MAIN SHUT OFFS WITH THE CITY. ANY COSTS ASSOCIATED WITH WATER MAIN SHUT OFFS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION WILL BE PROVIDED. 13.IN THE EVENT A WELL IS FOUND, THE CONTRACTOR SHALL CONTACT THE ENGINEER AND OWNER IMMEDIATELY. ALL WELLS SHALL BE SEALED BY A LICENSED WELL CONTRACTOR IN ACCORDANCE WITH STATE REQUIREMENTS. 14.IN THE EVENT THAT UNKNOWN CONTAINERS OR TANKS ARE ENCOUNTERED, THE CONTRACTOR SHALL CONTACT THE OWNER AND/OR OWNERS REPRESENTATIVE IMMEDIATELY. ALL CONTAINERS SHALL BE DISPOSED OF AT A PERMITTED LANDFILL PER THE PROJECT DOCUMENTS. 15.CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY EXISTING DRAINTILE IS ENCOUNTERED ON SITE; ACTIVE DRAINTILE SHALL NOT BE REMOVED WITHOUT APPROVAL FROM THE ENGINEER. 16.IF CONTAMINATED MATERIAL IS ENCOUNTERED ON THE PROJECT SITE, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE OWNER AND ENGINEER IMMEDIATELY. DEMOLITION PLAN NOTES NORT H ROCK ENTRANCE INLET PROTECTION SILT FENCE LIMITS OF DISTURBANCE BIOROLL EROSION LEGEND EROSION CONTROL BLANKET AREA SUMMARY TOTAL PROPERTY AREA 3.30 AC CULVER'S PROPERTY 1.91 AC DISTURBED AREA 1.92 AC TOTAL EXISTING IMPERVIOUS AREA 0.32 AC / 9.7% TOTAL EXISTING PERVIOUS AREA 2.98 AC / 90.3% CULVER'S PROPOSED IMPERVIOUS AREA 1.45 AC / 75.9% CULVER'S PROPOSED PERVIOUS AREA 0.46 AC / 24.1% TOTAL PROPOSED IMPERVIOUS AREA 1.60 AC / 48.5% TOTAL PROPOSED PERVIOUS AREA 1.70 AC / 51.5% PHASE I BMP QUANTITIES SILT FENCE ±1,130 LF INLET PROTECTION 4 EA ROCK CONSTRUCTION ENTRANCE 1 EA BIOROLL 26 LF 1.INSTALL PERIMETER EROSION CONTROL (I.E. SILT FENCE) AND INLET PROTECTION AT EXISTING STORMWATER INLETS. 2.CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE AND CONCRETE WASHOUT 3.PREPARE TEMPORARY PARKING AND STORAGE AREA. 4.CONSTRUCT AND STABILIZE DIVERSIONS AND TEMPORARY SEDIMENT BASINS. 5.RECEIVE APPROVAL FROM THE CITY OF PRIOR LAKE ON ALL PHASE 1 BMP'S INSTALLED BEFORE ANY LAND DISTURBANCE ACTIVITIES 6.CLEAR AND GRUB THE SITE. 7.BEGIN MASS SITE GRADING AND ROUGH GRADE SITE SUFFICIENTLY TO ESTABLISH PROPOSED DRAINAGE PATTERNS. 8.START CONSTRUCTION OF THE BUILDING PAD AND STRUCTURES. 9.TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DISTURBED AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE OR AS REQUIRED BY THE NPDES AND/OR CITY GRADING PERMIT(S). NOTE: THE SEQUENCE OF CONSTRUCTION IS INTENDED TO CONVEY THE GENERAL CONCEPTS OF THE EROSION CONTROL DESIGN AND SHOULD NOT BE RELIED UPON FOR CONSTRUCTION PURPOSES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETAILED PHASING AND CONSTRUCTION SEQUENCING NECESSARY TO CONSTRUCT THE PROPOSED IMPROVEMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING IMMEDIATELY, PRIOR TO AND/OR DURING CONSTRUCTION IF ANY ADDITIONAL INFORMATION ON THE CONSTRUCTION SEQUENCE IS NECESSARY. PHASE 1 SEQUENCE OF CONSTRUCTION EAGLE CREEK AVE C R E D I T R I V E R R D S E EX. 15" RCP @ 1.00% EX. 15" RCP @ 3.60% CURB TO BE REMOVED NO PARKINGNO PARKING T PROPOSED CULVER'S RESTAURANT ±4,350 S.F. FFE: 941.25 OR D E R W A I T I N G DR I V E T H R U OR D E R W A I T I N G DR I V E T H R U PIC K U P ON L I N E O R D E R EXISTING DAYCARE FFE: 940.60' ROCK CONSTRUCTION ENTRANCE INLET PROTECTION (TYP.)INLET PROTECTION (TYP.) INLET PROTECTION (TYP.) BIOROLL INLET PROTECTION (TYP.) EROSION CONTROL BLANKET (TYP.)EROSION CONTROL BLANKET (TYP.) 940 9 4 0 94 0 940 945 939 93 9 941 941 941 941 942 942 943 943 944 944 946 947 943 944 941 940 939 938 937 93 5 9 3 6 935 934 933 92 6 927 928928 929 930 931 932 933 934 935 936 937 938 939 940 941 942 94 0 93 9 93 8 939 937 9 3 5 93 4 9 3 6 93 8 9 3 8 9 3 8 9 3 9 94 0 941 942 943 944 94 5 946 947 94 8 940 939 938 937 936 93 5 934 93 3 93 2 93 1 93 0 92 9 92 8 9 2 7 938 937 936 935 934 933 940 939 941 942 943 944 945 944 943 942 941 940 939 938 937 936 935 934 9 3 3 932 931 930 929 928 927 92 6 5:1 3 : 1 3: 1 3:1 3:1 93 7 938 INLET PROTECTION (TYP.) Know what'sbelow. before you dig.Call PR E P A R E D F O R ER O S I O N CO N T R O L P L A N - PH A S E 2 C201 CU L V E R ' S - P R I O R LA K E , M N CU L V E R ' S PR I O R L A K E MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . BR I A N M . W U R D E M A N , P . E . 02 / 0 9 / 2 0 2 4 53 1 1 3 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 2 8 0 0 3 0 02 / 0 9 / 2 0 2 4 AS S H O W N CG M AR F BM W 1.TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DENUDED AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE. 2.CONSTRUCT UNDERGROUND SITE UTILITIES AND STORM SEWER, INCLUDING UNDERGROUND STORMWATER MANAGEMENT SYSTEM. 3.INSTALL APPROPRIATE INLET PROTECTION AT ANY NEW STORM SEWER STRUCTURES AS EACH STRUCTURE IS CONSTRUCTED. 4.COMPLETE SITE GRADING AND PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE. 5.PLACE PAVEMENT BASE MATERIAL AND INSTALL SUBDRAINAGE SYSTEM. 6.CONSTRUCT PAVEMENTS, CURB & GUTTER, AND SIDEWALKS. 7.AS APPROPRIATE, REPLACE & MAINTAIN INLET PROTECTION DEVICES WITHIN PAVED AREAS AS WORK PROGRESSES. 8.COMPLETE FINAL GRADING AND INSTALL OF PERMANENT STABILIZATION (SEEDING, SODDING, ETC.) WITHIN LANDSCAPED AREAS. 9.WHEN THE SITE HAS ACHIEVED FINAL STABILIZATION AS DEFINED BY THE APPLICABLE EROSION CONTROL PERMITS, REMOVE ALL REMAINING TEMPORARY EROSION & SEDIMENT CONTROL BMP'S AND RE-STABILIZE ANY AREAS DISTURBED BY THE REMOVAL. NOTE: THE SEQUENCE OF CONSTRUCTION IS INTENDED TO CONVEY THE GENERAL CONCEPTS OF THE EROSION CONTROL DESIGN AND SHOULD NOT BE RELIED UPON FOR CONSTRUCTION PURPOSES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETAILED PHASING AND CONSTRUCTION SEQUENCING NECESSARY TO CONSTRUCT THE PROPOSED IMPROVEMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING IMMEDIATELY, PRIOR TO AND/OR DURING CONSTRUCTION IF ANY ADDITIONAL INFORMATION ON THE CONSTRUCTION SEQUENCE IS NECESSARY. PHASE 2 SEQUENCE OF CONSTRUCTION ROCK ENTRANCE INLET PROTECTION SILT FENCE LIMITS OF DISTURBANCE SAFETY FENCE BIOROLL LEGEND EROSION CONTROL BLANKET 1.THE STORM WATER POLLUTION PREVENTION PLAN ("SWPPP") IS COMPRISED OF THE EROSION CONTROL PLAN, THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN THE SPECIFICATIONS OF THE SWPPP, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 2.ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH LAND DISTURBING ACTIVITIES SHALL OBTAIN A COPY OF THE SWPPP AND NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT, AND BECOME FAMILIAR WITH THEIR CONTENTS. 3.BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE AND LOCAL REQUIREMENTS, AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING AGENCY, ENGINEER OR OWNER. 4.SITE ENTRY AND EXIT LOCATIONS SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT THE TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS. SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO A PUBLIC ROADWAY FROM THE CONSTRUCTION SITE MUST BE REMOVED AS SOON AS PRACTICABLE. WHEN WASHING IS REQUIRED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO A PUBLIC ROADWAY, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. ANY FINES IMPOSED FOR DISCHARGING SEDIMENT ONTO A PUBLIC RIGHT OF WAY SHALL BE PAID BY THE CONTRACTOR. 5.TEMPORARY SEEDING OR OTHER APPROVED METHODS OF STABILIZATION SHALL BE INITIATED WITHIN 7 DAYS OF THE LAST DISTURBANCE ON ANY AREA OF THE SITE. 6.THE CONTRACTOR SHALL MINIMIZE LAND DISTURBANCE AND CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. 7.CONTRACTOR SHALL DENOTE ON THE PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. 8.ALL WASH WATER FROM THE CONSTRUCTION SITE (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED BEFORE DISPOSAL. 9.SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON SITE. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 11.RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORM WATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. 12.STAGING AREAS, STOCKPILES, SPOILS, ETC. SHALL BE LOCATED OUTSIDE OF DRAINAGE WAYS SUCH THAT STORM WATER RUNOFF WILL NOT BE ADVERSELY AFFECTED. PROVIDE STABILIZATION MEASURES SUCH AS PERIMETER EROSION CONTROL BMP'S, SEEDING, OR OTHER COVERING AS NECESSARY TO PREVENT EROSION. 13.CONTRACTOR SHALL BE RESPONSIBLE FOR RE-ESTABLISHING ANY EROSION CONTROL BMP DISTURBED DURING CONSTRUCTION OPERATIONS. NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DEFICIENCIES IN THE ESTABLISHED EROSION CONTROL MEASURES THAT MAY LEAD TO UNAUTHORIZED DISCHARGE OF STORM WATER POLLUTANTS. UNAUTHORIZED POLLUTANTS INCLUDE (BUT ARE NOT LIMITED TO) EXCESS CONCRETE DUMPING, CONCRETE RESIDUE, PAINTS, SOLVENTS, GREASES, FUELS, LUBRICANT OILS, PESTICIDES, AND SOLID WASTE MATERIALS. 14.EROSION CONTROL BMP'S SHOWN ON THESE PLANS SHALL BE INSTALLED PRIOR TO THE START OF LAND-DISTURBING ACTIVITIES ON THE PROJECT, AND INITIATED AS SOON AS PRACTICABLE. 15.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR COMPLYING WITH THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION, AND SHALL MAINTAIN COMPLIANCE WITH APPLICABLE LAWS AND REGULATIONS FOR THE DURATION OF CONSTRUCTION. 16.THE CONTRACTOR SHALL FIELD ADJUST AND/OR PROVIDE ADDITIONAL EROSION CONTROL BMP'S AS NEEDED TO PREVENT EROSION AND OFF-SITE SEDIMENT DISCHARGE FROM THE CONSTRUCTION SITE. LOG AND RECORD ANY ADJUSTMENTS AND DEVIATIONS FROM THE APPROVED EROSION CONTROL PLANS WITHIN THE SWPPP DOCUMENTS STORED IN THE JOB SITE TRAILER. EROSION CONTROL PLAN NOTES PHASE 2 BMP QUANTITIES SILT FENCE ±1,215 LF INLET PROTECTION 9 EA ROCK CONSTRUCTION ENTRANCE 1 EA THE CONTRACTOR MUST UPDATE THE SWPPP BY NOTING ON THE SITE MAPS IN THE JOB SITE BINDER TO REFLECT THE PROGRESS OF CONSTRUCTION ACTIVITIES AND GENERAL CHANGES TO THE PROJECT SITE FOR THE DURATION OF LAND DISTURBING ACTIVITIES. AT A MINIMUM, UPDATES SHALL BE MADE DAILY TO TRACK CONSTRUCTION PROGRESS DESCRIBED IN THE SEQUENCE OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR NOTING THE LOCATION OF THE JOB SITE TRAILER, TEMPORARY PARKING & LAYDOWN AREAS, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL & MATERIAL STORAGE, SOLID WASTE CONTAINERS, AND OTHER CONSTRUCTION RELATED FACILITIES THAT MAY IMPACT STORMWATER RUNOFF. SWPPP UPDATES & AMENDMENTS Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 11 9 9 5 S I N G L E T R E E L A N E , S U I T E 2 2 5 , E D E N P R A I R I E , M N 5 5 3 4 4 PH O N E : 6 1 2 - 3 1 5 - 1 2 7 2 WW W . K I M L E Y - H O R N . C O M K: \ T W C _ L D E V \ C U L V E R S \ p r i o r l a k e , m n \ 3 D e s i g n \ C A D \ p l a n s h e e t s \ C 2 0 1 E R O S I O N A N D S E D I M E N T C O N T R O L P L A N - P H A S E 2 . d w g F e b r u a r y 0 8 , 2 0 2 4 - 3 : 4 6 p m BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N NORT H AREA SUMMARY TOTAL PROPERTY AREA 3.30 AC CULVER'S PROPERTY 1.91 AC DISTURBED AREA 1.92 AC TOTAL EXISTING IMPERVIOUS AREA 0.32 AC / 9.7% TOTAL EXISTING PERVIOUS AREA 2.98 AC / 90.3% CULVER'S PROPOSED IMPERVIOUS AREA 1.45 AC / 75.9% CULVER'S PROPOSED PERVIOUS AREA 0.46 AC / 24.1% TOTAL PROPOSED IMPERVIOUS AREA 1.60 AC / 48.5% TOTAL PROPOSED PERVIOUS AREA 1.70 AC / 51.5% SITE 1 MILE DESCRIPTION OF PROJECT AND CONSTRUCTION ACTIVITY PROJECT INFORMATION: PROJECT LOCATION: NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 01, TOWNSHIP 114N, RANGE 22W PRIOR LAKE, MN MPCA ADDRESS: MINNESOTA POLLUTION CONTROL AGENCY CONSTRUCTION STORMWATER PERMIT PROGRAM 520 LAFAYETTE ROAD NORTH ST. PAUL, MN 55155-4194 PHONE: (800) 443-4729 WATER MANAGEMENT: CITY OF PRIOR LAKE SCOTT COUNTY WATERSHED MANAGEMENT ORGINIZATION GEOTECHNICAL INFORMATION: A GEOTECHNICAL REPORT HAS NOT BE DONE ON THE SUBJECT SITE. BASED ON USDA NRCS WEB SOIL SURVEY IT IS ANTICIPATED THAT THE ONSITE SOILS WILL CONSIST OF HIGH INFILTRATING SANDY LOAM SOILS. ELEVATION OF GROUNDWATER IS UNKNOWN AT THIS TIME. THE CLOSEST SURFACE WATER SOURCE IS LOCATED AT MARKLEY LAKE WHICH HAS A FLOOD ELEVATION OF 898 FT PER THE MINNESOTA DNR LAKE AND FLOOD ELEVATIONS WEBSITE. THE EXISTING SITE HAS A HIGH ELEVATION OF 946 FT ON THE SOUTH END OF THE SITE AND A LOW ELEVATION OF 926 FT ON THE NORTH END OF THE SITE. PROJECT DESCRIPTION: PRIOR LAKE CUSTARD, LLC IS PROPOSING A 4,350 SF RESTAURANT WITH A DRIVE THROUGH AND ASSOCIATED PARKING AND UTILITIES. THE PROPOSED DEVELOPMENT IS APPROXIMATELY 3.30 AC LOCATED SOUTH OF CREDIT RIVER RD SE IN THE EAGLE CREEK COMMERCIAL 2ND ADDITION DEVELOPMENT. CONSTRUCTION ACTIVITY: RECEIVING WATERS: THE PROPOSED SITE DISCHARGES TO THE NORTH INTO THE CITY OF PRIOR LAKE STORMWATER COLLECTION SYSTEM. FROM THERE THE WATER TRAVELS TO THE NORTHEAST AND DISCHARGES INTO MARKLEY LAKE WHICH IS APPROX. 1/4 MILES FROM THE SITE. CALCAREOUS FENS: THIS PROJECT DOES NOT DRAIN TO ANY KNOW CALCAREOUS FENS. SPECIAL OR IMPAIRED WATERS: THE SITE IS NOT LOCATED WITHIN ONE MILE OF SPECIAL OR IMPAIRED WATERS PER MPCA IMPAIRED WATERS MAPPER. DESCRIPTION OF PROPOSED CONSTRUCTION ACTIVITES: THE PROPOSED DEVELOPMENT PROJECT CONSISTS OF 3.30 ACRES, AND 4,350 SF BUILDING. THE TOTAL DISTURBED AREA IS 1.92 ACRES. THE PROPOSED PROJECT INCLUDES 1.45 ACRES OF IMPERVIOUS AREA AND 1.85 ACRES OF PERVIOUS AREA. SEQUENCE OF MAJOR CONSTRUCTION ACTIVITIES: PHASE 1: 1.INSTALL INLET PROTECTION AT EXISTING STORMWATER INLETS. 2.CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE, CONCRETE WASHOUT PIT AND INSTALL PERIMETER CONTROL (SAFETY FENCE, SILT SOCK, AND SILT FENCE). 3.CONSTRUCT TEMPORARY SEDIMENT BASINS. 4.PREPARE TEMPORARY PARKING STORAGE AREA. 5.RECEIVE APPROVAL FROM THE CITY OF PRIOR LAKE ON ALL PHASE 1 BMP'S INSTALLED BEFORE ANY LAND DISTURBANCE ACTIVITIES 6.COMPLETE REMOVALS AS INDICATED IN PLANS. 7.PERFORM MASS GRADING. ROUGH GRADE TO ESTABLISH PROPOSED DRAINAGE PATTERNS. 8.START CONSTRUCTION OF BUILDING PADS AND STRUCTURES. 9.IMMEDIATELY STABILIZE ANY EXPOSED SOIL AREAS AND COMPLETE STABILIZATION WITHIN 7 DAYS OF CEASING CONSTRUCTION ACTIVITIES IN THAT PORTION OF THE SITE. PHASE 2: 1.INSTALL INLET PROTECTION AT ALL STORM SEWER STRUCTURES AS EACH INLET STRUCTURE IS INSTALLED. 2.INSTALL APPROPRIATE BMP INLET PROTECTION DEVICES AS WORK PROGRESSES. INSTALL ALL OTHER TEMPORARY EROSION AND SEDIMENT CONTROLS. 3.COMPLETE GRADING AND INSTALLATION OF PERMANENT STABILIZATION OVER ALL AREAS DISTURBED. 4.STABILIZE AREAS DISTURBED BY THE REMOVAL OF TEMPORARY BMP'S. EROSION AND SEDIMENT CONTROL PLAN AND DETAIL SHEETS: SHEET C200 - DEMO AND EROSION CONTROL PLAN - PHASE 1 SHEET C201 - EROSION CONTROL PLAN - PHASE 2 SHEET C202 - SWPPP SHEET C203 - EROSION AND SEDIMENT CONTROL DETAILS INSPECTIONS AND MAINTENANCE EROSION CONTROL SUPERVISOR (MNDOT 2573): THE CONTRACTOR SHALL ASSIGN AN EROSION CONTROL SUPERVISOR FOR THE PROJECT WHO SHALL BE RESPONSIBLE FOR COMPLIANCE WITH THE PROJECT SWPPP. THE EROSION CONTROL SUPERVISOR (ECS) SHALL COMPLY WITH THE MOST CURRENT ADDITION OF THE MNDOT STANDARD SPECIFICATION FOR CONSTRUCTION FOR ALL APPLICABLE SECTIONS. THE ECS SHALL: 1.IMPLEMENT THE SWPPP PLAN. 2.OVERSEE MAINTENANCE PRACTICES IDENTIFIED IN THE SWPPP. 3.CONDUCT OR PROVIDE FOR INSPECTION AND MONITORING ACTIVITIES 4.INSPECT SITE AND BEGIN CORRECTIVE ACTIONS TO DEFICIENT BMP'S NO LATER THAN 24 HOURS AFTER A RAINFALL EVENT. 5.PREPARE WEEKLY SCHEDULE OF EROSION ACTIVITIES (MNDOT 1717.2D) 6.PREPARE AND UPDATE THE CONTRACTORS EROSION/SEDIMENT CONTROL SITE PLAN AS NECESSARY (MNDOT1717.2E) 7.IDENTIFY OTHER POTENTIAL POLLUTANT SOURCES AND MAKE SURE REMEDIES ARE ADDED TO THE SWPPP 8.IDENTIFY ANY DEFICIENCIES IN THE SWPPP AND IDENTIFY BEST MANAGEMENT PRACTICES (BMPS) TO ADDRESS THE DEFICIENCIES AND ASSURE THEY ARE ADDED TO THE SWPPP. 9.IF CHANGES IN CONSTRUCTION DOCUMENTS ARE NOT ADDRESSED IN THE SWPPP, THEN THE ECS SHALL AMEND THE SWPPP TO INCLUDE THE CHANGES MAINTENANCE AND INSPECTION REQUIREMENTS SHALL BE CONSISTENT WITH NPDES CSW PERMIT PARTS 11.2-11.11. CONTRACTOR'S EROSION/SEDIMENT CONTROL SITE PLAN: THE CONTRACTOR SHALL SUBMIT A CONTRACTOR'S EROSION / SEDIMENT CONTROL SITE PLAN TO THE ENGINEER A MINIMUM OF 24 HOURS PRIOR TO THE FIRST PRE-CONSTRUCTION MEETING. THE CONTRACTOR'S EROSION / SEDIMENT CONTROL SITE PLAN SHALL INCLUDE: 1.THE NAME OF THE CONTRACTOR'S DESIGNATED EROSION CONTROL SUPERVISOR WITH 24-HOUR CONTACT INFORMATION. (I.E. PHONE NUMBER, EMAIL, ETC.) 2.NAME AND CONTACT INFORMATION FOR THE INDIVIDUAL(S) RESPONSIBLE FOR PERFORMING AND MAINTAINING THE SITE INSPECTION LOGS ON A WEEKLY BASIS (OR WITHIN 24 HOURS OF 0.5 INCHES OF A RAIN IN A 24 HOUR PERIOD). 3.NAME AND CONTACT INFORMATION OF THE INDIVIDUAL(S) RESPONSIBLE FOR TEMPORARY AND PERMANENT STABILIZATION. 4.NAME AND CONTACT INFORMATION OF THE INDIVIDUAL(S) WHO WILL BE RESPONSIBLE FOR EMERGENCY REPAIRS AND REPLACEMENTS. 5.LOCATION WHERE THE SWPPP DOCUMENT AND NPDES PERMIT WILL BE KEPT ON-SITE. THE DOCUMENT SHOULD BE ACCESSIBLE AT ALL TIMES AND AVAILABLE IN THE TIME OF ESSENCE. 6.WHERE AND HOW CONCRETE WASHOUT WILL OCCUR AND BE IN COMPLIANCE OF THE MINNESOTA POLLUTION CONTROL AGENCY'S (MPCA) MEMORANDUM “CONCRETE WASHOUT GUIDANCE”. 7.LOCATION OF STOCKPILES OF NATIVE SOILS AND/OR BORROW MATERIALS INDICATE HOW STOCKPILES WILL BE KEPT IN COMPLIANCE WITH NPDES AND MPCA REQUIREMENTS. THE CONTRACTOR WILL NOT BE ALLOWED TO START WORK UNTIL THE ENGINEER HAS REVIEWED AND ACCEPTED THE CONTRACTOR'S EROSION / SEDIMENT CONTROL SITE PLAN. INSPECTION AND MAINTENANCE PRACTICES 1.ALL CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE EACH WEEK AND WITHIN 24 HOURS ON THE END OF A STORM EVENT RESULTING IN 0.5 INCHES OR GREATER WITHIN A 24 HOUR PERIOD. THE INSPECTION SHALL BE COMPLETED BY THE ECS. 2.PERMITTEES MUST IMMEDIATELY INITIATE STABILIZATION OF EXPOSED SOIL AREAS AND COMPLETE STABILIZATION WITHIN SEVEN (7) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE TEMPORARILY OR PERMANENTLY CEASES. 3.ALL MEASURES SHALL BE MAINTAINED IN GOOD WORKING ORDER; IF A REPAIR IS NECESSARY, IT SHALL BE INITIATED WITHIN 24 HOURS OF REPORT. 4.SILT FENCE SHALL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, FABRIC ATTACHMENT TO POSTS, AND THAT POSTS AND FABRIC BOTTOM ARE FIRMLY IN THE GROUND. 5.BUILT UP SEDIMENT SHALL BE REMOVED FROM SILT FENCE WHEN IT HAS REACHED ONE THIRD THE HEIGHT OF THE FENCE OR SOONER. 6.INLET PROTECTION DEVICES SHALL BE INSPECTED FOR DEPTH OF SEDIMENT, ABSENCE OF TEARS AND TO ASSURE THAT THE DEVICES ARE SECURELY IN PLACE. CONSTRUCTION NOTES: 1.PRIOR COMMENCEMENT OF CONSTRUCTION ACTIVITIES IN ANY AREA OF THE PROJECT, DOWN GRADIENT EROSION AND SEDIMENT CONTROL MEASURES AND CONCRETE BARRIERS DELINEATING THE CONSTRUCTION LIMITS SHALL BE INSTALLED AND INSPECTED BY THE ECS AND THE ENGINEER. 2.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL EROSION AND SEDIMENT CONTROL MEASURES AS REQUIRED BY THE MPCA'S NPDES PERMIT FOR CONSTRUCTION. THIS INCLUDES ANY ADDITIONAL EROSION AND SEDIMENT CONTROLS BEYOND THAT SHOWN ON THE PLAN. 3.PHASED CONSTRUCTION SHALL BE USED TO MINIMIZE SEDIMENT TRANSPORT. 4.THE MAXIMUM TIME ANY AREA CAN REMAIN OPEN WHILE NOT BEING WORKED IS 7 DAYS. FERTILIZER SHOULD BE DISTRIBUTED AT A RATE OF 250 LBS/ACRE. 5.IF DOWN GRADIENT BMPS ARE OVERLOADED DURING A STORM EVENT, ADDITIONAL UP GRADIENT BMPS ARE REQUIRED TO ELIMINATE THE OVERLOAD. THE ADDITIONAL BMPS MUST BE RECORDED ON THIS SWPPP IN THE AMENDMENTS TO SWPPP SECTION. 6.TEMPORARY STOCKPILES MUST HAVE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS, AND CANNOT BE PLACED IN SURFACE WATERS INCLUDING STORM WATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS, OR CONDUITS AND DITCHES. ALL STOCKPILES SHALL BE COVERED OR STABILIZED TO LIMIT WIND EROSION. 7.A CONSTRUCTION ENTRANCE SHALL BE CONSTRUCTED FOR THE PROJECT. A VEHICLE TRACKING PAD SHALL BE INSTALLED IN ACCORDANCE WITH THE CONSTRUCTION PLAN AT EVERY PROJECT ENTRANCE. ENTRANCES MUST BE INSPECTED AND MAINTAINED TO ENSURE PROPER FUNCTION. 8.THE CONTRACTOR SHALL CLEAN ALL TRACKED MATERIALS USING A STREET SWEEPER WITH A PICK UP BROOM ON ADJACENT ROADWAYS ON A DAILY BASIS AND AS DIRECTED BY THE ENGINEER OR AHJ. 9.CONCRETE WASHOUT SHALL BE DONE IN ACCORDANCE WITH THE MPCA AND THE EPA CONCRETE WASHOUT GUIDANCE. CONTROLS PERIMETER/SEDIMENT CONTROLS: ONE CONSTRUCTION EXIT/ENTRANCE SHALL BE INCORPORATED INTO THE PROJECT. ALL CONSTRUCTION TRAFFIC SHALL UTILIZE THE CONSTRUCTION EXIT(S) SUCH THAT TRACK OUT OF SEDIMENT IS MINIMIZED IN ACCORDANCE WITH THE GENERAL PERMIT. SILT FENCING, BIOROLL AND SILT DIKES SHALL BE INSTALLED ON THE PERIMETER AND/OR DOWNSTREAM GRADIENT OF THE AREA TO BE DISTURBED. INLET PROTECTION WILL ALSO BE REQUIRED ON ALL EXISTING AND PROPOSED STORM SEWER CATCH BASINS AND MAINTAINED THROUGHOUT CONSTRUCTION. THE PERMIT REQUIRES THAT TEMPORARY EROSION AND SEDIMENT CONTROLS BE IN PLACE PRIOR TO BEGINNING CONSTRUCTION, AND THAT THEY BE INSPECTED AND MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD. EFFECTIVE BMP'S MUST BE IN PLACE ON ALL EXPOSED SOIL AREAS WHERE NO CONSTRUCTION ACTIVITIES WILL OCCUR FOR A PERIOD OF 7 DAYS. STABILIZATION PRACTICES: TEMPORARY STABILIZATION INCLUDES THE INSTALLATION OF SILT FENCING ON THE DOWNSTREAM GRADIENT OF THE AREA TO BE DISTURBED. INLET PROTECTION WILL ALSO BE REQUIRED ON ALL EXISTING AND PROPOSED STORM SEWER CATCH BASINS AND MAINTAINED THROUGHOUT CONSTRUCTION. EFFECTIVE BMP'S MUST BE IN PLACE ON ALL EXPOSED SOIL AREAS WHERE NO CONSTRUCTION ACTIVITIES WILL OCCUR FOR A PERIOD OF 7 DAYS OR MORE. STABILIZING MUST OCCUR WITHIN 7 DAYS OF THE LAST CONSTRUCTION ACTIVITY. STOCKPILES WILL BE KEPT IN AN ORDERLY FASHION IN AN AREA DESIGNATED BY THE EROSION CONTROL SUPERVISOR ON THE CONTRACTOR'S EROSION / SEDIMENT CONTROL SITE PLAN. THE STOCKPILES MUST HAVE PERIMETER CONTROL AND STABILIZATION IF SOIL STOCK PILES REMAIN FOR MORE THAN 7 DAYS. STABILIZATION OR COVERING THE PILE WITH PLASTIC OR GEO-TEXTILE MAY ALSO BE NECESSARY FOR CONTROLLING DUST. PERMANENT STABILIZATION INCLUDES BUILDING CONSTRUCTION, PLACEMENT OF CURB AND GUTTER, PAVEMENT, AND FINAL LANDSCAPING AND GROUNDCOVER ACCORDING TO THE CONSTRUCTION DRAWINGS. ANY REMOVALS SHALL BE LIMITED TO THAT WHICH IS REQUIRED AND IN AN ORDER THAT IS CONSISTENT WITH THE REMOVAL AND CONSTRUCTION SEQUENCE. OTHER CONTROLS WASTE MATERIALS: ALL WASTE MATERIALS SHALL BE PROPERLY HANDLED, STORED, AND DISPOSED OF. CONSTRUCTION CHEMICALS AND CONCRETE WASHOUT WILL BE PROPERLY CONTROLLED TO PREVENT POLLUTANTS FROM ENTERING STORM WATER DISCHARGES. SANITARY WASTE: ALL SANITARY WASTE SHALL BE COLLECTED FROM THE PROTABLE UNITS AS REQUIRED BY LOCAL REGULATION . HAZARDOUS WASTE MATERIALS: ALL HAZARDOUS WASTE MATERIALS SHALL BE STORED AND DISPOSED OF IN THE MANNER SPECIFIED BY LOCAL OR STATE REGULATION. MATERIALS WITH THE POTENTIAL TO LEACH SHALL BE STORED UNDER COVER (E.G. PLASTIC SHEETING OR TEMPORARY ROOFS.) MATERIALS SHALL BE STORED IN A RESTRICTED ACCESS STORAGE AREA TO PREVENT VANDALISM. THE CONTRACTOR'S PERSONNEL SHALL BE INSTRUCTED IN THESE PRACTICES AND THE CONTRACTOR'S EROSION CONTROL SUPERVISOR SHALL BE RESPONSIBLE FOR SEEING THAT THESE PRACTICES ARE FOLLOWED. OFF-SITE VEHICLE TRACKING: PAVED STREETS ADJACENT TO THE PROJECT SITE SHALL BE KEPT CLEAN OF DEBRIS. STREETS SHALL BE SWEPT WITH A PICK-UP BROOM AS NECESSARY OR AS DIRECTED BY THE ENGINEER OR AHJ. DUMP TRUCKS HAULING MATERIAL TO AND FROM THE CONSTRUCTION AREA SHALL BE COVERED WITH A TARPAULIN. ALL VEHICLES EXITING THE SITE SHALL BE GUIDED AND REQUIRED TO GO THROUGH THE CONSTRUCTION EXIT. DEWATERING AND BASIN DRAINING: IF DEWATERING IS REQUIRED, PRACTICES DESCRIBED IN THE GEOTECHNICAL REPORT AND EROSION AND SEDIMENT CONTROL AND STORMWATER MANAGEMENT MANUAL SHOULD BE FOLLOWED. THE DEWATERING PLAN MUST INCLUDE BMPS TO PREVENT SEDIMENT TRANSPORT, EROSION, AND ADVERSE IMPACTS TO DOWNSTREAM RECEIVING WATERS. IN ADDITION, DEWATERING PLAN MUST INCLUDE ANY SPECIFIC CHEMICAL TREATMENTS THAT ARE USED. DISCHARGE OF STORM WATER AND GROUND WATER FROM CONSTRUCTION DEWATERING ACTIVITIES IS COVERED UNDER THE GENERAL PERMIT. VEHICLE FUELING & MAINTENANCE: WHENEVER POSSIBLE, VEHICLE REFUELING AND MAINTENANCE SHOULD NOT BE PERFORMED ON THE CONSTRUCTION SITE. HOWEVER, ANY VEHICLE REFUELING OR MAINTENANCE THAT MUST TAKE PLACE ON THE CONSTRUCTION SITE MUST HAVE PROPER SPILL PREVENTION CONTROLS IN PLACE PRIOR TO COMMENCING WORK. EQUIPMENT AND VEHICLES MUST BE CLEANED REGULARLY TO PREVENT A BUILDUP OF OIL AND GREASE. BERMS, SANDBAGS, OR OTHER BARRIERS SHOULD BE USED AROUND THE PERIMETER OF THE MAINTENANCE AREA TO PREVENT STORM WATER CONTAMINATION. MAINTENANCE AREAS SHOULD BE CLEARLY DESIGNATED. SECONDARY CONTAINMENT (CAPABLE OF HANDLING 110% OF MATERIAL) MUST BE PROVIDED FOR ALL FLUIDS GREATER THAN 55 GALLONS. ALL WASTE FLUIDS MUST BE IN LEAK-PROOF CONTAINERS. DUST CONTROL: DUST RESULTING FROM THE CONTRACTOR'S WORK EITHER INSIDE OR OUTSIDE THE RIGHT OF WAY, SHALL BE CONTROLLED BY THE CONTRACTOR BY APPLYING EITHER WATER OR DUST PALLIATIVE, OR BOTH. IMPAIRED WATERS MAP TIMING OF CONTOL MEASURES THE FOLLOWING CONTROL MEASURES WILL BE COORDINATED WITH CONSTRUCTION ACTIVITIES: 1.STORM SEWER INLET PROTECTION SHALL BE THE FIRST ITEM CONSTRUCTED AND SHALL REMAIN IN PLACE UNTIL PERMANENT STABILIZATION HAS TAKEN PLACE. 2.SILT FENCE SHALL BE CONSTRUCTED PRIOR TO ANY SOIL DISTURBANCE AND SHALL REMAIN IN PLACE UNTIL PERMANENT STABILIZATION HAS TAKEN PLACE. 3.STRUCTURAL BMPS, SUCH AS DIVERSIONS, AND SEDIMENT TRAPS OR BASINS (IF REQUIRED), SHALL BE INSTALLED PRIOR TO MAJOR SOIL DISTURBANCE; 4.CLEARING, GRADING AND PAVEMENT REMOVAL WILL NOT OCCUR IN AN AREA UNTIL IT IS NECESSARY FOR CONSTRUCTION TO PROCEED; 5.INFILTRATION AREA (IF REQUIRED) SHALL NOT BE EXCAVATED TO FINAL GRADE UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. IN ADDITION RIGOROUS EROSION PREVENTION AND SEDIMENT CONTROLS MUST BE IMPLEMENTED TO KEEP ALL RUNOFF AND SEDIMENT OUT OF THE INFILTRATION PRACTICE. EROSION AND SEDIMENT CONTROL DEVICES WILL BE SATISFACTORILY MAINTAINED UNTIL THE CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR EROSION HAS PASSED. CERTIFICATION OF COMPLIANCE WITH FEDERAL, STATE AND LOCAL REGULATIONS THE STORM WATER POLLUTION PREVENTION PLAN REFLECTS MINNESOTA POLLUTION CONTROL AGENCY GUIDELINES FOR STORM WATER MANAGEMENT AND EROSION AND SEDIMENT CONTROL DURING CONSTRUCTION ACTIVITIES. THE STORM WATER POLLUTION PREVENTION PLAN HAS BEEN PREPARED IN ACCORDANCE WITH THE PROVISIONS OF THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM PERMIT. BMPS SHALL BE INCORPORATED IN ACCORDANCE WITH THE NPDES/SDS STORMWATER PERMIT FOR CONSTRUCTION. MAINTENANCE AND INSPECTION RECORDS THE OWNER AND CONTRACTOR SHALL BE RESPONSIBLE FOR THE FOLLOWING INSPECTION AND MAINTENANCE PRACTICES TO MAINTAIN EROSION AND SEDIMENT CONTROLS. 1.PERMITTEES MUST IMMEDIATELY INITIATE STABILIZATION OF EXPOSED SOIL AREAS AND COMPLETE STABILIZATION WITHIN SEVEN (7) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE TEMPORARILY OR PERMANENTLY CEASES. 2.ALL CONTROL MEASURES WILL BE INSPECTED AT LEAST ONCE EACH WEEK AND WITHIN 24 HOURS OF THE END OF A STORM EVENT OF 0.5 INCHES OR GREATER IN 24 HOURS. THE INSPECTION WILL BE COMPLETED BY THE EROSION CONTROL SUPERVISOR. 3.ALL MEASURES WILL BE MAINTAINED IN GOOD WORKING ORDER; IF A REPAIR IS NECESSARY, IT WILL BE INITIATED WITHIN 24 HOURS OF REPORT. 4.BIO ROLLS WILL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, TO SEE IF THE FABRIC IS SECURELY ATTACHED TO THE CONCRETE BARRIERS. 5.INLET PROTECTION DEVICES WILL BE INSPECTED FOR DEPTH OF SEDIMENT AND FREE OF ANY TEARS. DEVICES SHALL BE INSPECTED TO ENSURE THEY ARE SECURELY IN PLACE. 6.SILT FENCE SHALL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, FABRIC ATTACHMENT TO POSTS, AND THAT POSTS AND FABRIC BOTTOM ARE FIRMLY IN THE GROUND. 7.BUILT UP SEDIMENT SHALL BE REMOVED FROM SILT FENCE WHEN IT HAS REACHED ONE THIRD THE HEIGHT OF THE FENCE. SPILL PREVENTION GOOD HOUSEKEEPING: THE FOLLOWING GOOD HOUSEKEEPING PRACTICES WILL BE FOLLOWED ONSITE DURING THE CONSTRUCTION PROJECT. 1.DESIGNATE AREAS FOR EQUIPMENT MAINTENANCE AND REPAIR, TAKING STEPS TO MINIMIZE SPILLS AND CONTROL THE RUNOFF FROM THESE AREAS; 2.PROVIDE WASTE RECEPTACLES AT CONVENIENT LOCATIONS. THE RECEPTACLES SHOULD BE COVERED AND THE WASTE SHOULD BE REGULARLY COLLECTED; 3.PROVIDE APPROPRIATE CONTROL OF EQUIPMENT WASH WATERS, SUCH AS CONCRETE WASHOUTS, TO PREVENT UNAUTHORIZED DRY WEATHER DISCHARGES AND AVOID MIXING THE WASH WATER WITH STORM WATER; 4.PROVIDE PROTECTED STORAGE AREAS FOR CHEMICALS, PAINTS, SOLVENTS, FERTILIZERS, GASOLINE, AND OTHER POTENTIALLY TOXIC MATERIALS. THESE AREAS SHOULD PROVIDE CONTAINMENT TO PREVENT STORM WATER FROM ENTERING THE CHEMICAL STORAGE AREA AND PREVENT LEAKS FROM LEAVING THE CHEMICAL STORAGE AREA; AND 5.PROVIDE ADEQUATELY MAINTAINED SANITARY FACILITIES. HAZARDOUS PRODUCTS: THESE PRACTICES ARE USED TO REDUCE THE RISKS ASSOCIATED WITH HAZARDOUS MATERIALS. 1.PRODUCTS WILL BE KEPT IN THEIR ORIGINAL CONTAINERS UNLESS IT CANNOT BE RESEALED. 2.ORIGINAL LABELS AND MATERIAL SAFETY DATA SHEETS WILL BE RETAINED ON SITE AND ACCESSIBLE AT ALL TIMES; THEY CONTAIN IMPORTANT PRODUCT AND SAFETY INFORMATION. 3.IF SURPLUS PRODUCT MUST BE DISPOSED OF, MANUFACTURERS' OR LOCAL AND STATE RECOMMENDED METHODS FOR PROPER DISPOSAL WILL BE FOLLOWED. SPILL CONTROL PRACTICES: IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS OF THIS PLAN, THE FOLLOWING PRACTICES WILL BE FOLLOWED FOR SPILL PREVENTION AND CLEANUP: 1.MANUFACTURERS' RECOMMENDED METHODS FOR SPILL CLEANUP WILL BE CLEARLY POSTED AND SITE PERSONNEL WILL BE MADE AWARE OF THE PROCEDURES AND THE LOCATION OF THE INFORMATION AND CLEANUP SUPPLIES. 2.MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WILL BE KEPT IN A MATERIAL STORAGE AREA LOCATED ONSITE. EQUIPMENT AND MATERIALS WILL INCLUDE BUT NOT BE LIMITED TO BROOMS, DUST PANS, MOPS, RAGS, GLOVES, GOGGLES, CAT LITTER, SAND, SAWDUST, AND PLASTIC AND METAL TRASH CONTAINERS SPECIFICALLY FOR THIS PURPOSE. 3.ALL SPILLS WILL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY. 4.THE SPILL AREA WILL BE KEPT WELL VENTILATED AND PERSONNEL WILL WEAR APPROPRIATE PROTECTIVE CLOTHING TO PREVENT INJURY FROM CONTACT WITH A HAZARDOUS SUBSTANCE. 5.SPILLS OF TOXIC OR HAZARDOUS MATERIAL WILL BE REPORTED TO THE APPROPRIATE STATE OR LOCAL GOVERNMENT AGENCY, REGARDLESS OF THE SIZE. IN ADDITION TO REPORTING TO LOCAL AUTHORITIES, REPORT SPILLS TO THE MINNESOTA POLLUTION CONTROL AGENCY (STATE DUTY OFFICER: 800-422-0798 OR 651-297-8610). ANY SPILLS ABOVE THE REPORTABLE QUANTITIES LIMITS IN THE CODE OF FEDERAL REGULATIONS (CFR), TITLE 40, PART 302 SHALL BE REPORTED TO THE EPA NATIONAL RESPONSE CENTER (800-424-8802). THE REPORT WILL INCLUDE MEASURES TO PREVENT SPILLS FROM REOCCURRING AND INFORMATION REGARDING HOW TO REMEDIATE SPILLS IF A SIMILAR OCCURRENCE HAPPENS. A DESCRIPTION OF THE SPILL, WHAT CAUSED IT, AND THE CLEANUP MEASURES WILL ALSO BE INCLUDED. 6.THE CONTRACTOR'S EROSION CONTROL SUPERVISOR SHALL BE THE SPILL PREVENTION AND CLEANUP COORDINATOR. 7.SPILLS WILL BE STUDIED TO UNDERSTAND WHY THEY OCCURRED AND PREVENTIVE METHODS WILL BE CREATED TO ENSURE SIMILAR SPILLS DO NOT OCCUR IN THE FUTURE. PRODUCT SPECIFIC PRACTICES PETROLEUM PRODUCTS: ALL ON SITE VEHICLES WILL BE MONITORED FOR LEAKS AND RECEIVE REGULAR PREVENTIVE MAINTENANCE TO REDUCE THE CHANCE OF LEAKAGE. PETROLEUM PRODUCTS WILL BE STORED IN TIGHTLY SEALED CONTAINERS WHICH ARE CLEARLY LABELED. ANY ASPHALT BASED MATERIALS USED ON SITE WILL BE APPLIED AND STORED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. ANY SPILLED PETROLEUM PRODUCTS OF 5 GALLONS OR MORE SHALL BE REPORTED TO THE MINNESOTA POLLUTION CONTROL AGENCY AT 651-297-8610. PAINTS AND CLEANING SOLVENTS: ALL CONTAINERS WILL BE TIGHTLY SEALED AND STORED WHEN NOT REQUIRED FOR USE. EXCESS PAINT AND SOLUTIONS WILL NOT BE DISCHARGED TO THE STORM SEWER SYSTEM BUT WILL BE PROPERLY DISPOSED OF ACCORDING TO MANUFACTURERS' INSTRUCTIONS OR STATE AND LOCAL REGULATIONS. CONCRETE AND CONCRETE TRUCKS: CONCRETE, CONCRETE TOOLS AND TRUCKS ALL MUST WASH OUT IN A DESIGNATED AREA. THE DESIGNATED AREA MUST BE CLEARLY IDENTIFIED ON THE SITE AND COMMUNICATED TO ALL PERSONNEL INVOLVED WITH CAST-IN-PLACE CONCRETE AS THE WASHOUT AREA. THIS DESIGNATED AREA MUST MEET THE MPCA AND EPA REGULATIONS OF A DEFINED CONCRETE WASHOUT AREA. THE FOLLOWING THREE OPTIONS ARE CONSIDERED AN APPROVED METHOD: 1.KEEPING ALL CONCRETE WASHOUT SELF-CONTAINED AND RETURNED TO AN INDUSTRIAL SITE TO BE DISPOSED OF IN A MPCA APPROVED MANNER. 2.PROVIDING A PREFABRICATED CONCRETE WASHOUT CONTAINER THAT ALL CONCRETE WASHOUT CAN BE COLLECTED IN. THESE CONTAINERS SHOULD BE MAINTAINED ON A REGULAR BASIS. 3.CREATING A SELF-INSTALLED WASHOUT FACILITY WITH AN IMPERMEABLE LINER. AN ENGINEERED CLAY LINER WILL BE CONSIDERED AN IMPERMEABLE LINER. FOR ADDITIONAL INFORMATION ON CONCRETE WASHOUT REGULATIONS, PLEASE SEE THE MPCA'S MEMORANDUM “CONCRETE WASHOUT GUIDANCE” AND THE EPA “STORMWATER BEST MANAGEMENT PRACTICES CONCRETE WASHOUT”. VEHICLE AND EQUIPMENT WASHING: IF VEHICLES OR EQUIPMENT ARE WASHED ON THE PROJECT SITE IT MUST BE DONE IN A DESIGNATED AREA. THE DESIGNATED AREA MUST BE CLEARLY IDENTIFIED ON THE SITE AND COMMUNICATED TO ALL PERSONNEL INVOLVED. RUNOFF FROM THE WASHING AREA MUST BE CONTAINED IN A SEDIMENT BASIN OR OTHER SIMILAR CONTROL METHOD AND MUST BE PROPERLY DISPOSED OF. ENGINEER KIMLEY-HORN AND ASSOCIATES, INC. PREPARED BY: BRIAN M. WURDEMAN, P.E. 11995 SINGLETREE LN, SUITE 225 EDEN PRAIRIE, MN 55344 TELEPHONE: (612) 315-1272 SWPPP DESIGNER KIMLEY-HORN AND ASSOCIATES, INC. PREPARED BY: BRIAN M. WURDEMAN, P.E. 11995 SINGLETREE LN, SUITE 225 EDEN PRAIRIE, MN 55344 TELEPHONE: (612) 315-1272 DEVELOPER PRIOR LAKE CUSTARD LLC MICHAEL BUDDE TELEPHONE: (612) 309-9915 Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 11 9 9 5 S I N G L E T R E E L A N E , S U I T E 2 2 5 , E D E N P R A I R I E , M N 5 5 3 4 4 PH O N E : 6 1 2 - 3 1 5 - 1 2 7 2 WW W . K I M L E Y - H O R N . C O M K: \ T W C _ L D E V \ C U L V E R S \ p r i o r l a k e , m n \ 3 D e s i g n \ C A D \ p l a n s h e e t s \ C 3 - S W P P P . d w g F e b r u a r y 0 8 , 2 0 2 4 - 3 : 4 7 p m BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N SW P P P C202 CU L V E R ' S - PR I O R L A K E , M N CU L V E R ' S PR I O R L A K E MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . BR I A N M . W U R D E M A N , P . E . 02 / 0 9 / 2 0 2 4 53 1 1 3 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 2 8 0 0 3 0 02 / 0 9 / 2 0 2 4 AS S H O W N CG M AR F BM W AREA SUMMARY TOTAL PROPERTY AREA 3.30 AC CULVER'S PROPERTY 1.91 AC DISTURBED AREA 1.92 AC TOTAL EXISTING IMPERVIOUS AREA 0.32 AC / 9.7% TOTAL EXISTING PERVIOUS AREA 2.98 AC / 90.3% CULVER'S PROPOSED IMPERVIOUS AREA 1.45 AC / 75.9% CULVER'S PROPOSED PERVIOUS AREA 0.46 AC / 24.1% TOTAL PROPOSED IMPERVIOUS AREA 1.60 AC / 48.5% TOTAL PROPOSED PERVIOUS AREA 1.70 AC / 51.5% TOTAL BMP QUANTITIES SILT FENCE ±1,215 LF INLET PROTECTION 9 EA ROCK CONSTRUCTION ENTRANCE 1 EA BIOROLL 26 LF Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 11 9 9 5 S I N G L E T R E E L A N E , S U I T E 2 2 5 , E D E N P R A I R I E , M N 5 5 3 4 4 PH O N E : 6 1 2 - 3 1 5 - 1 2 7 2 WW W . K I M L E Y - H O R N . C O M K: \ T W C _ L D E V \ C U L V E R S \ p r i o r l a k e , m n \ 3 D e s i g n \ C A D \ p l a n s h e e t s \ C 3 - E R O S D E T A I L S . d w g F e b r u a r y 0 8 , 2 0 2 4 - 3 : 4 8 p m BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N PR E P A R E D F O R ER O S I O N A N D SE D I M E N T CO N T R O L D E T A I L S C203 CU L V E R ' S - P R I O R LA K E , M N CU L V E R ' S PR I O R L A K E MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . BR I A N M . W U R D E M A N , P . E . 02 / 0 9 / 2 0 2 4 53 1 1 3 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 2 8 0 0 3 0 02 / 0 9 / 2 0 2 4 AS S H O W N CG M AR F BM W EXPANSION RESTRAINT [1/4" (6 MM) NYLON ROPE, 2" (51 MM) FLAT WASHERS] 2 EACH DUMP STRAPS SILTSACK 1" (25 mm) REBAR FOR BAG REMOVAL FROM INLET DUMP STRAP DUMP STRAP NO SCALE INLET PROTECTION - SEDIMENT FILTER SACK1 NO SCALE BIO-ROLL BLANKET SYSTEM2 12" M I N I M U M BL A N K E T S M U S T OV E R L A P B Y 4 " CATEGOGY 3 EROSION CONTROL BLANKET (SPEC. 3885) STRAW OR WOOD FIBER 6"-7" DIA. ROLL ENCLOSED IN PLASTIC OR POLYESTER NETTING 4"X4" TRENCH BACKFILLED OVER EROSION CONTROL BLANKET (SPEC. 3885) FL O W S POINT "A"1POINT "B" 8", 11 GA. STAPLES SPACED 12" ON CENTER 2"X2"X18" LONG WOODEN STAKES AT 2'-0" SPACING, DRIVE THROUGH NETTING AND FIBER ROLL NO PARKINGNO PARKING T PROPOSED CULVER'S RESTAURANT ±4,350 S.F. FFE: 941.25 OR D E R W A I T I N G DR I V E T H R U OR D E R W A I T I N G DR I V E T H R U PIC K U P ON L I N E O R D E R THRU DRIVE THRU DRIVE THRU DRIVE ORDER ONLINE EXISTING DAYCARE FFE: 940.60' 24 . 0 ' 18 . 0 ' 18 . 0 ' 18 . 0 ' 24 . 0 ' 18 . 0 ' 9.0' 9.0' 18.0' 9. 0 ' 10.0'12.0'11.0'11.0' 11.0'11.0' 10 . 0 ' 12 . 0 ' 10 . 0 ' 10.0'12.0'10.0' C1 C1 C1 C1 C4 C3C4 C2 C5 C5 C5 C5 C4 C3 9. 0 ' 5.0' P3 P3 P4 F3F3S1 S1 S1 S2 S1 S5S5 R1R7 C7 10' SETBACK 10' SETBACK 10' SETBACK 5. 5 ' C7 C7 EXISTING DRAINAGE & UTILITY EASEMENT EXISTING WATER MAIN EASEMENT C1 P3 S2 C2 C4 C3 C4 C4 P6 43 . 0 ' R15.0' R15.0'R3.0' R15.0' R10.0' R15.0' R42.0' R20.0' R25.0' R15.0' R15.0' R15.0'R15.0'R15.0' R3.0' R3.0' R3.0' R3.0' R15.0' P2 P2 P2 P1 P1 P1P1 P3 P3 P3 P4 C2 C1 C1 C1 C1 C1 P2 P4 30.0' 6.0' 6.0' S3 18.0'24.0' 9. 0 ' 26 . 0 ' 4.0' R2 6.0' 9. 0 ' C6 C4C4 2. 5 ' R4 R4 R4 PROPOSED PROPERTY LINE R15.0' R10.0' R3.0' R15.0' C4 C3 C3 C4 C3 C4 C3 C1 C5 C5 F2 R15.0' R6.0' R15.0' R10.0' R15.0' R3 R3 R3 R3R3 R3 R3 R3 R3 C5 MATCH EXISTING SIDEWALK LIMITS OF CONSTRUCTION (TYP.) CURB AND GUTTER SHALL MATCH IN BEFORE CATCH BASIN, CATCH BASIN SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 11 9 9 5 S I N G L E T R E E L A N E , S U I T E 2 2 5 , E D E N P R A I R I E , M N 5 5 3 4 4 PH O N E : 6 1 2 - 3 1 5 - 1 2 7 2 WW W . K I M L E Y - H O R N . C O M K: \ T W C _ L D E V \ C U L V E R S \ p r i o r l a k e , m n \ 3 D e s i g n \ C A D \ p l a n s h e e t s \ C 3 0 0 S I T E D I M E N S I O N P L A N . d w g F e b r u a r y 0 8 , 2 0 2 4 - 3 : 4 9 p m © BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N Know what'sbelow. before you dig.Call R LEGENDPROPERTY SUMMARY TOTAL PROPERTY AREA 3.30 AC DISTURBED AREA 1.92 AC EXISTING IMPERVIOUS AREA 0.32 AC / 9.7% EXISTING PERVIOUS AREA 2.98 AC / 90.3% CULVER'S PROPOSED IMPERVIOUS AREA 1.45 AC / 75.9% CULVER'S PROPOSED PERVIOUS AREA 0.46 AC / 24.1% TOTAL PROPOSED IMPERVIOUS AREA 1.60 AC / 48.5% TOTAL PROPOSED PERVIOUS AREA 1.70 AC / 51.5% NET INCREASE IN IMPERVIOUS AREA 1.13 AC SITE DATA EXISTING ZONING C - 2 PROPOSED ZONING C - 2 PROPOSED LAND USE DRIVE-THRU RESTAURANT PARKING SETBACKS SIDE/REAR = 10' RIGHT OF WAY = 10' BUILDING SETBACKS FRONT = 30' SIDE = 10' REAR = 15' RIGHT OF WAY = 30' SITE PLAN NOTES 1.REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF STOOPS, TRUCK DOCKS, TRASH ENCLOSURES & PRECISE BUILDING DIMENSIONS. REFER TO THE SITE ELECTRICAL PLAN FOR LOCATIONS OF PROPOSED LIGHT POLES, CONDUITS, AND ELECTRICAL EQUIPMENT. 2.REFER TO CERTIFIED SITE SURVEY OR PLAT FOR EXACT LOCATION OF EXISTING EASEMENTS, PROPERTY BOUNDARY DIMENSIONS, AND ADJACENT RIGHT-OF-WAY & PARCEL INFORMATION. 3.DIMENSIONS AND RADII ARE DRAWN TO THE FACE OF CURB, UNLESS OTHERWISE NOTED. DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT, AND AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 4.UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATING EXISTING SITE IMPROVEMENTS THAT CONFLICT WITH THE PROPOSED WORK, INCLUDING BUT NOT LIMITED TO TRAFFIC SIGNS, LIGHT POLES, ABOVEGROUND UTILITIES, ETC. PERFORM WORK IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS. COST SHALL BE INCLUDED IN BASE BID. 5.TYPICAL PARKING STALL DIMENSIONS SHALL BE 9.0-FEET IN WIDTH AND 18-FEET IN LENGTH UNLESS OTHERWISE INDICATED. 6.MONUMENT SIGN(S) ARE DETAILED ON THE ARCHITECTURAL PLANS AND ARE SHOWN FOR GRAPHICAL & INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO VERIFY SIGN DIMENSIONS, LOCATION AND REQUIRED PERMITS WITH THE OWNER. PR E P A R E D F O R SI T E P L A N C300 CU L V E R ' S - P R I O R LA K E , M N CU L V E R ' S PR I O R L A K E MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . BR I A N M . W U R D E M A N , P . E . 02 / 0 9 / 2 0 2 4 53 1 1 3 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 2 8 0 0 3 0 02 / 0 9 / 2 0 2 4 AS S H O W N CG M AR F BM W BUILDING DATA TOTAL BUILDING AREA ±4,350 SF PERCENT OF TOTAL PROPERTY AREA 6.3% MAXIMUM BUILDING HEIGHT 45 FT PARKING SUMMARY REQUIRED PARKING 63 SPACES 5 + 20/1,000 SF OF CUSTOMER FLOOR AREA TOTAL PROPOSED PARKING 86 SPACES REQUIRED ACCESSIBLE PARKING 4 STANDARD SPACES 2 VAN ACCESSIBLE PROPOSED ACCESSIBLE PARKING 4 STANDARD SPACES 2 VAN ACCESSIBLE PROPOSED CURB AND GUTTER PROPERTY LINE PROPOSED FENCE SETBACK LINE RETAINING WALL DRAINAGE AND UTILITY EASEMENT STANDARD DUTY ASPHALT PAVMENT SEE DETAILS FOR SECTION HEAVY DUTY ASPHALT PAVEMENT SEE DETAILS FOR SECTION HEAVY DUTY CONCRETE PAVEMENT SEE DETAILS FOR SECTION CONCRETE SIDEWALK SEE DETAILS FOR SECTION KEYNOTE LEGEND CURB, SIDEWALK & PAVEMENT 6" CONCRETE CURB & GUTTER (B612) - SEE DETAIL CONCRETE SIDEWALK - SEE DETAIL CURB TRANSITION FROM 6" TO FLUSH - SEE GRADING PLAN SIDEWALK FLUSH WITH PAVEMENT - SEE GRADING PLAN MATCH EXISTING EDGE OF PAVEMENT/ CURB & GUTTER THICKENED EDGE CURB - SEE DETAIL ACCESSIBLE CURB RAMP - SEE DETAIL INTEGRAL CONCRETE CURB / SIDEWALK - SEE DETAIL SITE FIXTURES NOT USED TRANSFORMER PAD 6" CONCRETE FILLED PIPE BOLLARD - SEE DETAIL PAVEMENT MARKINGS ACCESSIBLE PARKING SYMBOL & LOADING AREA - SEE DETAIL STRIPED WHITE CROSS-HATCH AREA 4" SOLID LINES @ 45° 2' O.C. 4" WIDE WHITE PAINTED SOLID PARKING LOT LINE PAINTED WHITE DIRECTIONAL ARROW - SEE DETAIL PAINTED WHITE CROSSWALK - SEE DETAIL 24" WIDE PAINTED WHITE STOP BAR - SEE DETAIL SIGNAGE ADA PARKING SIGN IN BOLLARD - SEE DETAIL NO PARKING FIRE LANE SIGN - SEE DETAIL STOP SIGN - SEE DETAIL ONE WAY SIGN - SEE DETAIL DO NOT ENTER SIGN - SEE DETAIL REFERENCE NOTES AT-GRADE BUILDING ENTRY & STRUCTURAL STOOP - REFER TO ARCHITECTURAL & STRUCTURAL PLANS PYLON SIGN - REFER TO SIGNAGE PLANS LIGHT POLE & BASE - REFER TO SITE ELECTRICAL PLAN RETAINING WALL (BY OTHERS) - REFER TO GRADING PLAN CONTRACTOR TO SUBMIT ENGINEERED SHOP DRAWINGS TO KH FOR REVIEW PRIOR TO CONSTRUCTION STAIRS AND HANDRAIL - NOT USED TRANSFORMER/EQUIPMENT PAD - REFER TO MEP PLANS TRASH ENCLOSURE - REFER TO ARCHITECTURAL PLANS C1 C2 C3 C4 C5 C6 C7 C8 F1 F2 F3 P1 P2 P3 P4 P5 P6 S1 S2 S3 S4 S5 R1 R2 R3 R4 R5 R6 R7 NORT H EAGLE CREEK AVE C R E D I T R I V E R R D S E NO PARKINGNO PARKING T PROPOSED CULVER'S RESTAURANT ±4,350 S.F. FFE: 941.25 OR D E R W A I T I N G DR I V E T H R U OR D E R W A I T I N G DR I V E T H R U PIC K U P ON L I N E O R D E R THRU DRIVE THRU DRIVE THRU DRIVE ORDER ONLINE EXISTING DAYCARE FFE: 940.60' 53 27.9 Max 68.5° Horiz Max 10° Vert 3 43.5 4 45.5 2.5 23.5 4 17.4 4.2 19.5 WB-67 - Interstate Semi-Trailer Overall Length 73.501ft Overall Width 8.500ft Overall Body Height 13.500ft Min Body Ground Clearance 1.334ft Max Track Width 8.500ft Lock-to-lock time 6.00s Max Steering Angle (Virtual)28.40° LEGEND SITE PLAN NOTES 1.REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF STOOPS, TRUCK DOCKS, TRASH ENCLOSURES & PRECISE BUILDING DIMENSIONS. REFER TO THE SITE ELECTRICAL PLAN FOR LOCATIONS OF PROPOSED LIGHT POLES, CONDUITS, AND ELECTRICAL EQUIPMENT. 2.REFER TO CERTIFIED SITE SURVEY OR PLAT FOR EXACT LOCATION OF EXISTING EASEMENTS, PROPERTY BOUNDARY DIMENSIONS, AND ADJACENT RIGHT-OF-WAY & PARCEL INFORMATION. 3.DIMENSIONS AND RADII ARE DRAWN TO THE FACE OF CURB, UNLESS OTHERWISE NOTED. DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT, AND AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 4.UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATING EXISTING SITE IMPROVEMENTS THAT CONFLICT WITH THE PROPOSED WORK, INCLUDING BUT NOT LIMITED TO TRAFFIC SIGNS, LIGHT POLES, ABOVEGROUND UTILITIES, ETC. PERFORM WORK IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS. COST SHALL BE INCLUDED IN BASE BID. 5.TYPICAL PARKING STALL DIMENSIONS SHALL BE 9.0-FEET IN WIDTH AND 18-FEET IN LENGTH UNLESS OTHERWISE INDICATED. 6.MONUMENT SIGN(S) ARE DETAILED ON THE ARCHITECTURAL PLANS AND ARE SHOWN FOR GRAPHICAL & INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO VERIFY SIGN DIMENSIONS, LOCATION AND REQUIRED PERMITS WITH THE OWNER. PR E P A R E D F O R SI T E A C C E S S PL A N C301 CU L V E R ' S - P R I O R LA K E , M N CU L V E R ' S PR I O R L A K E MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . BR I A N M . W U R D E M A N , P . E . 02 / 0 9 / 2 0 2 4 53 1 1 3 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 2 8 0 0 3 0 02 / 0 9 / 2 0 2 4 AS S H O W N CG M AR F BM W PROPOSED CURB AND GUTTER PROPERTY LINE PROPOSED FENCE SETBACK LINE RETAINING WALL DRAINAGE AND UTILITY EASEMENT STANDARD DUTY ASPHALT PAVMENT SEE DETAILS FOR SECTION HEAVY DUTY ASPHALT PAVEMENT SEE DETAILS FOR SECTION HEAVY DUTY CONCRETE PAVEMENT SEE DETAILS FOR SECTION CONCRETE SIDEWALK SEE DETAILS FOR SECTION Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 11 9 9 5 S I N G L E T R E E L A N E , S U I T E 2 2 5 , E D E N P R A I R I E , M N 5 5 3 4 4 PH O N E : 6 1 2 - 3 1 5 - 1 2 7 2 WW W . K I M L E Y - H O R N . C O M K: \ T W C _ L D E V \ C U L V E R S \ p r i o r l a k e , m n \ 3 D e s i g n \ C A D \ p l a n s h e e t s \ C 3 0 0 S I T E D I M E N S I O N P L A N . d w g F e b r u a r y 0 8 , 2 0 2 4 - 3 : 4 9 p m © BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N Know what'sbelow. before you dig.Call R NORT H EAGLE CREEK AVE C R E D I T R I V E R R D S E PROPERTY SUMMARY TOTAL PROPERTY AREA 3.30 AC DISTURBED AREA 1.92 AC EXISTING IMPERVIOUS AREA 0.32 AC / 9.7% EXISTING PERVIOUS AREA 2.98 AC / 90.3% CULVER'S PROPOSED IMPERVIOUS AREA 1.45 AC / 75.9% CULVER'S PROPOSED PERVIOUS AREA 0.46 AC / 24.1% TOTAL PROPOSED IMPERVIOUS AREA 1.60 AC / 48.5% TOTAL PROPOSED PERVIOUS AREA 1.70 AC / 51.5% NET INCREASE IN IMPERVIOUS AREA 1.13 AC SITE DATA EXISTING ZONING C - 2 PROPOSED ZONING C - 2 PROPOSED LAND USE DRIVE-THRU RESTAURANT PARKING SETBACKS SIDE/REAR = 10' RIGHT OF WAY = 10' BUILDING SETBACKS FRONT = 30' SIDE = 10' REAR = 15' RIGHT OF WAY = 30' BUILDING DATA TOTAL BUILDING AREA ±4,350 SF PERCENT OF TOTAL PROPERTY AREA 6.3% MAXIMUM BUILDING HEIGHT 45 FT PARKING SUMMARY REQUIRED PARKING 63 SPACES 5 + 20/1,000 SF OF CUSTOMER FLOOR AREA TOTAL PROPOSED PARKING 86 SPACES REQUIRED ACCESSIBLE PARKING 4 STANDARD SPACES 2 VAN ACCESSIBLE PROPOSED ACCESSIBLE PARKING 4 STANDARD SPACES 2 VAN ACCESSIBLE Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 11 9 9 5 S I N G L E T R E E L A N E , S U I T E 2 2 5 , E D E N P R A I R I E , M N 5 5 3 4 4 PH O N E : 6 1 2 - 3 1 5 - 1 2 7 2 WW W . K I M L E Y - H O R N . C O M K: \ T W C _ L D E V \ C U L V E R S \ p r i o r l a k e , m n \ 3 D e s i g n \ C A D \ p l a n s h e e t s \ C 3 0 1 S I T E D E T A I L S . d w g F e b r u a r y 0 8 , 2 0 2 4 - 3 : 5 0 p m BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N PR E P A R E D F O R SI T E D E T A I L S C302 CU L V E R ' S - P R I O R LA K E , M N CU L V E R ' S PR I O R L A K E MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . BR I A N M . W U R D E M A N , P . E . 02 / 0 9 / 2 0 2 4 53 1 1 3 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 2 8 0 0 3 0 02 / 0 9 / 2 0 2 4 AS S H O W N CG M AR F BM W NO SCALE CURB TAPERC CONCRETE CURB AND GUTTER TAPER PERSPECTIVE FLOW LINE BITUMINOUS PAVEMNT 24" 2.5" WEAR COURSE ASPHALT CONCRETE PROPERLY PREPARED FILLS, NATURAL SUB-GRADE SOILS, AND/OR STRUCTURAL SITE GRADING FILL 6" AGGREGATE BASE TACK COAT 2.5" NON WEAR COURSE ASPHALT CONCRETE NO SCALE HEAVY DUTY ASPHALT PAVMENT SECTIONG PAVEMENT SECTIONS SHOWN ARE PROVIDED AS A REFERENCE ONLY. REFER TO GEOTECHNICAL REPORT FOR ALL PAVEMENT, SUBGRADE PREPARATION AND COMPACTION REQUIREMENTS. STEEL PIPE BOLLARD STEEL SIGN POST RESERVED PARKING VAN ACCESSIBLE PAVEMENT FINISHED GRADE CONCRETE FOOTING 18" 3' - 0 " 5' - 0 " 3' - 6 " 4" EXPANSION JOINT MATERIAL NOTES: 1.SIGNS SHALL BE 18 GAUGE STEEL, WITH BAKED ENAMEL WHITE LETTERS AND BORDER ON BLUE BACKGROUND, WHERE APPLICABLE. 2.POST SHALL BE 3"x3" 11-GAUGE GALVANIZED SQUARE STEEL 3.BOLLARD SHALL BE 6"Ø SCH-40 STEEL PIPE FILLED WITH CONCRETE & PAINTED YELLOW 4.SIGNS SHALL COMPLY WITH LOCAL MUTCD REQUIREMENTS 12"x8" VAN-ACCESSIBLE SIGN 12"x8" HANDICAP PARKING SIGN NO SCALE ACCESSIBLE PARKING SIGN IN BOLLARDA 13 " 6" 6" 7" 8"12" 3 1 3/ 8 "1/2" PER FOOT NO SCALE B612 CURB & GUTTER (OUTFALL)B 1/2" R 1/2" R 3" R3" R TOP BIT. MAT BASE 2" OF MNDOT SPEC 2360 BITUMINOUS WEARING COURSE (SPWEB330) WITH 58V-34 OIL 2.5" OF MNDOT SPEC 2360 TYPE BITUMINOUS BASE COURSE (SPWEB340-C) WITH 58S-34 OIL 8" MNDOT SPEC 3138 CLASS 5 AGGREGATE BASE COURSE MnDOT SPEC. 2357 TACK COAT N.T.S. STANDARD BITUMINOUSF 24" OF SELECT GRANULAR AGGREGATE BACKFILL, MNDOT 3149.2.E - TABLE 3149.2-5: MODIFY PERCENT PASSING NO. 200 SIEVE TO 0%-5% APPROVED SUBGRADE MIRAFI 600X WOVEN GEOTEXTILE (OR APPROVED EQUAL) NO SCALE GROUND POST MOUNTED SIGNE LANE RIGHT TURN 1' - 0 " MI N . 1' - 6 " MI N . 3' - 6 " 2'-0" MIN.7' - 0 " M I N . VARIABLE HEIGHT 3.00 LB. EXT. POST PAINT POST BLACK 7'-0" 3.00 LB. BASE POST NO SCALE HEAVY DUTY CONCRETE PAVMENT SECTIOND PAVEMENT SECTIONS SHOWN ARE PROVIDED AS A REFERENCE ONLY. REFER TO GEOTECHNICAL REPORT FOR ALL PAVEMENT, SUBGRADE PREPARATION AND COMPACTION REQUIREMENTS. 6"4" 1/4"R 1 1 4" ADJACENT ASPHALT OR CONCRETE PAVEMENT EXPANSION JOINT IF ADJACENT TO CONCRETE CONCRETE SIDEWALK 6" 12 " AGGREGATE BASE COURSE NO SCALE INTEGRAL CONCRETE CURB & SIDEWALKH Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 11 9 9 5 S I N G L E T R E E L A N E , S U I T E 2 2 5 , E D E N P R A I R I E , M N 5 5 3 4 4 PH O N E : 6 1 2 - 3 1 5 - 1 2 7 2 WW W . K I M L E Y - H O R N . C O M K: \ T W C _ L D E V \ C U L V E R S \ p r i o r l a k e , m n \ 3 D e s i g n \ C A D \ p l a n s h e e t s \ C 3 0 1 S I T E D E T A I L S . d w g F e b r u a r y 0 8 , 2 0 2 4 - 3 : 5 0 p m BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N PR E P A R E D F O R SI T E D E T A I L S C303 CU L V E R ' S - P R I O R LA K E , M N CU L V E R ' S PR I O R L A K E MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . BR I A N M . W U R D E M A N , P . E . 02 / 0 9 / 2 0 2 4 53 1 1 3 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 2 8 0 0 3 0 02 / 0 9 / 2 0 2 4 AS S H O W N CG M AR F BM W TW:936.01 TW:941.22 TW:941.49 TW:941.81 TW:939.99 TW:939.23 NO PARKINGNO PARKING T PROPOSED CULVER'S RESTAURANT ±4,350 S.F. FFE: 941.25 OR D E R W A I T I N G DR I V E T H R U OR D E R W A I T I N G DR I V E T H R U PIC K U P ON L I N E O R D E R 93 0 930 935 935 935 9 3 5 935940 940 940 940 940 945 94 5 945 945 945 950 950 92 6 927 928 929 93 1 931 93 2 932 933 93 3 933 934 934 93 4 934 936 936 936 936 936 937 937 937 937 937 938 938 938 938 938 939 939 939 939 939 941 941 941 941 941 942 942 942 942 942 943 943 943 943 943 944 944 944 944 944946 946 946 946 946 947 947 947 947 947 948 948948 94 8 948 949 949 949 94 9 940 945 93 9 941 942 943 944 946 947 94 0 93 9 94 1 94 2 94 3 94 4 94 0 93 7 93 8 93 9 94 1 937 937 938 93 9 940 945941942943944 94 0 94 0 9 4 1 94 1 941 941 935 93 5 940 933 933 934 93 4 936 9 3 6 937 9 3 8 938 939 940 937 938 939 935 940 934 936 937 938 939 CO G:937.94 G:937.67 G:937.49 G:938.04 G:938.87 G:939.01 G:939.10 G:939.97 G:939.33 G:939.74 G:939.49 G:939.47 G:938.99 ME:941.67 G:938.10 G:938.08 G:938.14 G:938.23 G:938.36 G:938.73 G:938.69 G:938.30 HP:940.75 G:939.36 G:938.49 G:937.51 G:937.26 G:936.85 LP:936.60 G:937.52 G:937.66 G:937.76 G:937.94 G:938.16 G:938.27 G:938.54 G:939.84 G:940.14 G:940.18 G:940.37 G:940.40 T/G:940.81 T/G:941.17 T/G:941.00 T/G:940.91 G:940.47 G:940.34 G:940.09 G:940.30 G:940.27 G:940.23 G:940.26 G:940.41 G:937.93 G:932.81 G:932.34 G:937.73 G:937.93 G:937.98 G:937.37 G:937.29 G:936.62 G:933.78 G:934.31 G:934.67 G:935.85 G:936.07 EOF:936.30 G:936.15 G:938.80 G:938.91 G:939.94 G:940.04 G:939.55 G:939.34 G:936.63 G:937.14 G:938.26 G:938.23 G:937.07 G:936.87 LP:939.15 EOF:939.77 T/G:939.66 T/G:939.27 T/G:939.14 HP:940.27 G:936.93 940.95 940.79 G:940.12 941.16 LP:936.02 G:936.86 CB 4 RE:936.60 IE:932.60 12" E 222 LF - 1 2 " H D P E @ 1.75% 15 LF - 6" PVC @ 2.50% CO 2 RE:940.94 IE:937.36 6" NW IE:937.36 6" E 49 LF - 6" HDPE @ 2.50% CB 3 RE:939.15 IE:936.14 6" W IE:935.64 12" NE 14 5 L F - 1 2 " H D P E @ 2 . 5 0 % CB 7 RE:936.02 IE:932.02 12" SW IE:928.71 12" W IE:928.71 12" NE IE:928.46 15" E CB 6 RE:934.70 IE:928.81 12" NE IE:928.81 12" SW CB 5 RE:933.34 IE:929.34 12" NE IE:929.34 12" SW CB 8 RE:934.03 IE:927.82 15" W IE:923.62 15" E 37 LF - 15" HDPE @ 1.75% 7 LF - 12" HDPE @ 1.50% 35 LF - 12" HDPE @ 1.50% ME:940.12 T/G:938.23 T/G:938.14 T/G:938.73 G:938.55 G:933.66 G:933.15 G:932.99 ME:930.00 ME:930.99 1. 2 0 % 1. 3 0 % 1. 9 6 % 1. 5 0 % 1.5 8 % 1.48 % 1.56% 1.68%1 . 2 5 % 1. 4 7 % 1. 5 0 % 1. 7 0 % 14.2 9 % 18.08% 11.58% 6.33% 21.09% 3. 4 7 % 10. 4 0 % 1.94 % 1.92% 5.20 % 5.5 6 % 2. 1 4 % 6. 5 1 % 5 : 1 4:1 6:1 2.8 0 % 2.62% 1. 3 7 % 2.01% 1.3 4 % 1. 9 2 % 1 . 2 0 % 2.29%2.32% 3.61 % 4.55 % 3.3 2 % 3.8 6 % 4.1 5 % 4.4 7 % 4.0 8 % 3. 5 7 % 2 . 7 2 % 4. 2 7 % 4.7 0 % 2.7 9 % 3.1 9 % 8.5 8 % 7. 5 8 % 4 . 9 0 % 4 . 8 0 % 4. 6 5 % 1. 4 0 % 7. 7 1 % 2.85 % HP:938.18 ME:942.73 ME:942.48 941.68 941.56 939.14 934.26 933.27 928.46 928.53 ME:926.00 ME:926.00 933.18 BW:937.68 BW:938.01 BW:938.69 BW:940.40 BW:939.35 BW:935.51 TW:940.82 TW:944.68TW:943.96TW:944.31TW:945.27 TW:945.27 BW:939.83 BW:939.94 BW:940.24 BW:940.74 BW:940.38 BW:940.19 CONTRACTOR TO CORE DRILL EXISTING CATCH BASIN TO MAKE STORM SEWER CONNECTION. EXISTING STUB TO THE WEST SHALL BE REMOVED AND PLUGGED. CATCH BASIN SHALL REMAIN IN PLACE AND ADJUSTED AS NEEDED TO MATCH PROPOSED GRADES. RETAINING WALL COULD BE REMOVED IF OWNER RECEIVES APPROVAL FROM KWIK TRIP TO GRADE APPROX. 10' ON THEIR PROPERTY TO MATCH IN EXISTING GRADES. RETAINING WALL COULD BE REMOVED IF OWNER RECEIVES APPROVAL FROM DAYCARE PROPERTY OWNER TO GRADE APPROX. 5' ON THEIR PROPERTY TO MATCH INTO EXISTING GRADES. CONTRACTOR TO CONFIRM WITH OWNER IF EXCESS MATERIAL SHOULD BE STOCKPILED/SPREAD ACROSS NORTHERN PORTION OF FUTURE PARCEL. EX, 15" RCP @ 1.00% EX. 15" RCP @ 3.60% LIMITS OF CONSTRUCTION (TYP.) EOF:937.86 CONNECT TO BUILDING. SEE MEP PLANS FOR FURTHER INFORMATION. 10 LF - 12" HDPE @ 1.50% STUB FOR FUTURE CONNECTION RETAINING WALLS EXCEEDING 4’ IN HEIGHT SHALL REQUIRE A PLAN PREPARED BY A LICENSED ENGINEER SUBMITTED FOR REVIEW AND APPROVAL BY THE BUILDING OFFICIAL PRIOR TO PERMIT ISSUANCE. Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 11 9 9 5 S I N G L E T R E E L A N E , S U I T E 2 2 5 , E D E N P R A I R I E , M N 5 5 3 4 4 PH O N E : 6 1 2 - 3 1 5 - 1 2 7 2 WW W . K I M L E Y - H O R N . C O M K: \ T W C _ L D E V \ C U L V E R S \ p r i o r l a k e , m n \ 3 D e s i g n \ C A D \ p l a n s h e e t s \ C 4 0 0 G R A D I N G A N D D R A I N A G E P L A N . d w g F e b r u a r y 0 8 , 2 0 2 4 - 3 : 5 2 p m © BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N GRADING PLAN NOTES 1.PERFORM GRADING WORK IN ACCORDANCE WITH APPLICABLE CITY SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. 2.CONTACT STATE 811 CALL-BEFORE-YOU-DIG LOCATING SERVICE AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION FOR UNDERGROUND UTILITY LOCATIONS. 3.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 4.FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF LAND DISTURBING ACTIVITIES. NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS IMPACTING THE PROPOSED DESIGN OF THE PROJECT. 5.IN PAVED AREAS, ROUGH GRADE TO SUBGRADE ELEVATION AND LEAVE THE SITE READY FOR SUB-BASE. 6.SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTING PAVEMENT. 7.ELEVATIONS SHOWN REPRESENT FINISHED SURFACE GRADES. SPOT ELEVATIONS ALONG CURB & GUTTER REPRESENT THE FLOW LINE UNLESS OTHERWISE NOTED 8.EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 9.CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB AND GUTTER WITH SMOOTH UNIFORM SLOPES THAT PROVIDE POSITIVE DRAINAGE TO COLLECTION POINTS. MAINTAIN A MINIMUM SLOPE OF 1.25% IN ASPHALT PAVEMENT AREAS AND A MINIMUM SLOPE OF 0.50% IN CONCRETE PAVEMENT AREAS. 10.MAINTAIN A MINIMUM SLOPE OF 0.50% ALONG CURB & GUTTER. REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL" CURB WHERE PAVEMENT DRAINS TOWARD THE GUTTER, AND "OUTFALL" CURB WHERE PAVEMENT DRAINS AWAY FROM THE GUTTER. 11.INSTALL A MINIMUM OF 4-INCHES OF AGGREGATE BASE MATERIAL UNDER PROPOSED CONCRETE CURB & GUTTER, SIDEWALKS, AND TRAILS UNLESS OTHERWISE DETAILED. 12.GRADING FOR SIDEWALKS AND ACCESSIBLE ROUTES, INCLUDING CROSSING DRIVEWAYS, SHALL CONFORM TO CURRENT STATE & NATIONAL ADA STANDARDS: ACCESSIBLE RAMP SLOPES SHALL NOT EXCEED 8.3% (1:12). SIDEWALK CROSS-SLOPES SHALL NOT EXCEED 2.0%. LONGITUDINAL SIDEWALK SLOPES SHALL NOT EXCEED 5.0%. ACCESSIBLE PARKING STALLS AND ACCESS AISLES SHALL NOT EXCEED 2.0% IN ANY DIRECTION. A MAXIMUM SLOPE OF 1.50% IS PREFERRED. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVEMENT INSTALLATION. CHANGE ORDERS WILL NOT BE ACCEPTED FOR ADA COMPLIANCE ISSUES. 13.UPON COMPLETION OF LAND DISTURBING ACTIVITIES, RESTORE ADJACENT OFFSITE AREAS DISTURBED BY CONSTRUCTION TO MATCH OR EXCEED THE ORIGINAL CONDITION. LANDSCAPE AREAS SHALL BE RE-VEGETATED WITH A MINIMUM OF 4-INCHES OF TOPSOIL. 14.EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. REFER TO THE UTILITY PLANS FOR LAYOUT AND ELEVATIONS FOR PROPOSED SANITARY SEWER, WATER MAIN, AND OTHER BUILDING UTILITY SERVICE CONNECTIONS. PROPOSED STORM SEWER PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR925 PROPOSED SPOT ELEVATION100.00 LEGEND PROPOSED HIGH POINT ELEVATION HP:0.0 PROPOSED LOW POINT ELEVATION PROPOSED GUTTER ELEVATION PROPOSED TOP OF CURB ELEVATION PROPOSED FLUSH PAVEMENT ELEVATION LP:0.0 G:0.00 T:0.00 PROPOSED EMERGENCY OVERFLOW ELEVATION T/G:0.0 EOF:0.0 0.0%PROPOSED DRAINAGE DIRECTION ME:0.0 MATCH EXISTING ELEVATION PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION CO D PROPOSED RIDGE LINE PROPOSED SWALE PROPOSED TOP/BOTTOM OF WALL ELEVATION TW:0.0 BW:0.0 Know what'sbelow. before you dig.Call R PR E P A R E D F O R GR A D I N G A N D DR A I N A G E P L A N C400 CU L V E R ' S - P R I O R LA K E , M N CU L V E R ' S PR I O R L A K E MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . BR I A N M . W U R D E M A N , P . E . 02 / 0 9 / 2 0 2 4 53 1 1 3 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 2 8 0 0 3 0 02 / 0 9 / 2 0 2 4 AS S H O W N CG M AR F BM W RETAINING WALL NOTES 1.RETAINING WALLS SHALL BE DESIGNED BY OTHERS. 2.PLANS SHOW THE HORIZONTAL LOCATION OF THE TOP OF THE WALL AND PROVIDES FINISHED SURFACE ELEVATIONS AT THE TOP AND BOTTOM FACE OF THE WALL ONLY. 3.RETAINING WALL DESIGN PLANS SHALL BE CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER AND SUBMITTED TO THE REVIEWING AUTHORITY AND KIMLEY-HORN ENGINEER OF RECORD FOR APPROVAL. 4.RETAINING WALL DESIGNER MUST ACCOUNT FOR DRAINAGE AROUND THE WALL AS SHOWN ON THE GRADING PLAN. SURFACE RUNOFF SHALL NOT BE ALLOWED TO DRAIN OVER THE TOP OF THE WALL. 5.RETAINING WALL MATERIAL AND COLOR SHALL BE SELECTED BY THE OWNER. 6.RETAINING WALL DESIGNER IS RESPONSIBLE FOR OBTAINING GEOTECHNICAL INFORMATION AS NEEDED FOR DESIGN OF THE PROPOSED WALL. STORM SEWER NOTES 1.INSTALL STORM SEWER IN ACCORDANCE WITH APPLICABLE CITY OR STATE SPECIFICATIONS, STATE PLUMBING CODE, AND BUILDING PERMIT REQUIREMENTS. 2.CONTACT STATE 811 CALL-BEFORE-YOU-DIG LOCATING SERVICE AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION FOR UNDERGROUND UTILITY LOCATIONS. 3.STORM SEWER PIPE SHALL BE AS FOLLOWS: RCP: ASTM C-76 HDPE: ASTM F-714, F-894 PVC: ASTM D-2729 PVC SCH40: ASTM D-1785, D-2665, F-794 DRAIN TILE SHALL BE AS FOLLOWS: PE: ASTM F-6667 PVC: ASTM D-2729 FITTINGS SHALL BE AS FOLLOWS: RCP: ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443 HDPE: ASTM D-3212 PVC: ASTM D-2729, JOINTS PER ASTM D-3212 PVC SCH40: ASTM D-2665, F-794, F-1866 4.CONTRACTOR IS RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 5.FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF LAND DISTURBING ACTIVITIES. NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS IMPACTING THE PROPOSED DESIGN OF THE PROJECT. 6.EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. REFER TO THE UTILITY PLANS FOR LAYOUT AND ELEVATIONS FOR PROPOSED SANITARY SEWER, WATER MAIN, AND OTHER BUILDING UTILITY SERVICE CONNECTIONS. REFER TO THE GRADING PLAN FOR DETAILED SURFACE ELEVATIONS. 7.EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 8.COORDINATE WITH THE PLUMBING PLANS FOR THE LOCATION, SIZE AND ELEVATION OF THE PROPOSED UNDERGROUND ROOF DRAIN CONNECTIONS. 9.WHERE STORM SEWER ROOF DRAINS HAVE LESS THAN 4-FEET OF COVER IN PAVED AREAS OR 3-FEET OF COVER IN LANDSCAPE AREAS, PROVIDE 3-INCH THICK INSULATION A MINIMUM OF 5-FEET IN WIDTH, CENTERED ON THE PIPE. 10.ALL STORM SEWER PIPE JOINTS SHALL BE WATER-TIGHT CONNECTIONS. 11.ALL STORM SEWER PIPE CONNECTIONS TO MANHOLES SHALL BE GASKETED AND WATER TIGHT. BOOTED COUPLERS AT THE STRUCTURE OR A WATER STOP WITH NON-SHRINK GROUT MAY BE USED IN ACCORDANCE WITH LOCAL CODES. 12.CONTRACTOR SHALL AIR TEST ALL STORM SEWER PIPE IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS. NORT H EAGLE CREEK AVE C R E D I T R I V E R R D S E T PROPOSED CULVER'S RESTAURANT ±4,350 S.F. FFE: 941.25 OR D E R W A I T I N G DR I V E T H R U OR D E R W A I T I N G DR I V E T H R U PIC K U P ON L I N E O R D E R CO CO COCO CO-1 FORD TYPE "A" SINGLE LID COVER OR APPROVED EQUAL RE:940.94 IE:934.94 SW IE:934.94 NE CO-2 FORD TYPE "A" SINGLE LID COVER OR APPROVED EQUAL RE:940.84 IE:934.94 SW IE:934.94 NE CO-4 FORD TYPE "A" SINGLE LID COVER OR APPROVED EQUAL RE:940.48 IE:933.68 NW IE:933.68 SW IE:933.68 E CO-3 FORD TYPE "A" SINGLE LID COVER OR APPROVED EQUAL RE:940.45 IE:934.40 SW IE:934.40 SE SS-1 RE:935.87 IE:930.67 W IE:929.64 E 15 LF - 4" PVC @ 2.00% 21 LF - 4" PVC @ 3.47%75 L F - 4 " P V C @ 2.0 0 % 36 LF - 6" PVC @ 4.42% 16 LF - 4" PVC @ 3.47% CONNECT TO BLDG RE:941.25 IE:935.25 NE CONNECT TO BLDG RE:941.25 IE:935.25 NE 75 L F - 4 " P V C @ 2.0 0 % CO 8" GV 6" GV REINSTALL FIRE HYDRANT ASSEMBLY CONNECT TO EXISTING STUB 8" X 6" TEE 8" X 6" CROSS 8" GV 6" GV CONNECT TO EXISTING STUB 6" 45° BEND 2" WATER SERVICE 6" FIRE SERVICE 6" PVC WM 8" PVC WM GREASE INTERCEPTOR 6" GV 6" PVC WM 8" PVC WM STUB FOR FUTURE CONNECTION FIELD VERIFY INVERTS, NOTIFY ENGINEER OF ANY DISCREPANCIES. CONTRACTOR TO CONNECT TO EXISTING SANITARY SEWER STUB WITH DOGHOUSE MANHOLE. CONNECT TO EXISTING STUB SS-2 RE:937.84 IE:926.54 E IE:926.54 NW 38 LF - 8" PVC @ 1.00% STUB-3 IE:926.92 W CO-5 FORD TYPE "A" SINGLE LID COVER OR APPROVED EQUAL RE:938.25 IE:932.18 W IE:932.18 E 75 L F - 4 " P V C @ 2.0 0 % VERTICALLY OFFSET WATERMAIN TO MAINTAIN 18" OF SEPERATION. INSTALL INSULATION PER DETAIL PLATE 506 ON SHEET C502 INSTALL INSULATION PER DETAIL PLATE 506 ON SHEET C502 Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 11 9 9 5 S I N G L E T R E E L A N E , S U I T E 2 2 5 , E D E N P R A I R I E , M N 5 5 3 4 4 PH O N E : 6 1 2 - 3 1 5 - 1 2 7 2 WW W . K I M L E Y - H O R N . C O M K: \ T W C _ L D E V \ C U L V E R S \ p r i o r l a k e , m n \ 3 D e s i g n \ C A D \ p l a n s h e e t s \ C 6 - U T I L I T Y P L A N . d w g F e b r u a r y 0 8 , 2 0 2 4 - 3 : 5 3 p m BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N SANITARY SEWER MANHOLE SANITARY SEWER WATERMAIN GATE VALVE HYDRANT TEE REDUCER UNDERGROUND ELECTRIC TELEPHONE GAS MAIN STORM SEWER LEGEND CO SANITARY CLEANOUTCO EXISTING PROPOSED Know what'sbelow. before you dig.Call PR E P A R E D F O R UT I L I T Y P L A N C500 CU L V E R ' S - P R I O R LA K E , M N CU L V E R ' S PR I O R L A K E MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . BR I A N M . W U R D E M A N , P . E . 02 / 0 9 / 2 0 2 4 53 1 1 3 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 2 8 0 0 3 0 02 / 0 9 / 2 0 2 4 AS S H O W N CG M AR F BM W UTILITY PLAN NOTES 1.INSTALL UTILITIES IN ACCORDANCE WITH APPLICABLE CITY SPECIFICATIONS, STATE PLUMBING CODE, AND BUILDING PERMIT REQUIREMENTS. 2.CONTACT STATE 811 CALL-BEFORE-YOU-DIG LOCATING SERVICE AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION FOR UNDERGROUND UTILITY LOCATIONS. 3.CONTRACTOR IS RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 4.SANITARY SEWER PIPE SHALL BE: PVC: ASTM D-2729, D-3034 PVC SCH 40: ASTM D-1785, F-714, F-894 SANITARY SEWER FITTINGS SHALL BE: PVC: ASTM D-2729, D-3034 PVC SCH40: ASTM D-2665, F-2794, F-1866 5.WATER MAIN PIPE SHALL BE: PVC: ASTM D-1785, D-2241, AWWA C-900 DUCTILE IRON: AWWA C115 WATER MAIN FITTINGS SHALL BE: PVC:ASTM D-2464, D-2466, D-2467, F-1970, AWWA C-907 DUCTILE IRON: AWWA C-153, C-110, ASME 316.4 5.STORM SEWER PIPE SHALL BE: RCP: ASTM C-76 HDPE: ASTM F-714, F-894 PVC: ASTM D-2729 PVC SCH40: ASTM D-1785, D-2665, F-794 DRAIN TILE SHALL BE: PE: ASTM F-6667 PVC: ASTM D-2729 STORM SEWER FITTINGS SHALL BE: RCP: ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443 HDPE: ASTM D-3212 PVC: ASTM D-2729, JOINTS PER ASTM D-3212 PVC SCH40: ASTM D-2665, F-794, F-1866 6.WHEN CONNECTING TO AN EXISTING UTILITY LINE, FIELD VERIFY THE LOCATION, DEPTH, AND SIZE OF THE EXISTING PIPE(S) PRIOR TO INSTALLATION OF THE NEW LINES. NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS IMPACTING THE PROPOSED DESIGN OF THE PROJECT. 7.PLACE AND COMPACT ALL FILL MATERIAL PRIOR TO INSTALLATION OF PROPOSED UNDERGROUND UTILITIES. MINIMUM TRENCH WIDTH SHALL BE 2 FEET. 8.MAINTAIN A MINIMUM OF 7'-6" COVER ON ALL WATER LINES. 9.FOR WATER LINES AND STUB-OUTS UTILIZE MECHANICAL JOINTS WITH RESTRAINTS SUCH AS THRUST BLOCKING, WITH STAINLESS STEEL OR COBALT BLUE BOLTS, OR AS INDICATED IN THE CITY SPECIFICATIONS AND PROJECT DOCUMENTS. 10.MAINTAIN 18-INCH MINIMUM VERTICAL SEPARATION WHERE SEWER PIPE CROSSES WATER LINES (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE OR STRUCTURE). PROVIDE 10-FOOT HORIZONTAL SEPARATION BETWEEN SEWER PIPE AND WATER LINES. 11.IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES AND GAS LINES (OR ANY OBSTRUCTION EXISTING AND PROPOSED), THE SANITARY PIPE MATERIAL SHALL BE PVC SCHEDULE 40 OR PVC C900 AND HAVE MECHANICAL JOINTS AT LEAST 10 FEET ON EITHER SIDE OF THE CENTER LINE OF THE CROSSING. THE WATER LINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE FASTENERS AS REQUIRED TO PROVIDE A MINIMUM OF 18-INCH VERTICAL SEPARATION MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50). 12.ALL PVC & HDPE SEWER AND WATER PIPE SHALL HAVE A TRACER WIRE INSTALLED IN THE TRENCH AND TERMINATED PER THE DETAILS. 13.UNDERGROUND UTILITY LINES SHALL BE INSTALLED, INSPECTED AND APPROVED PRIOR TO PLACING BACKFILL. 14.IN PAVEMENT AREAS, RAISE MANHOLE CASTINGS TO BE FLUSH WITH PROPOSED FINISHED SURFACE GRADE. IN GREEN AREAS, RAISE MANHOLE CASTINGS TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATION & INSTALL A WATERTIGHT LID. 15.REFER TO PLUMBING PLANS FOR LOCATION, SIZE AND ELEVATION OF UTILITY SERVICE CONNECTIONS AND ROOF DRAINS TO THE INTERIOR BUILDING SYSTEMS. BACKFLOW DEVICES (DDCV AND PRZ ASSEMBLIES) & METERS ARE LOCATED INSIDE THE BUILDING. 16.CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 17.CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES. COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 18.REFER TO THE SITE ELECTRICAL PLANS FOR SPECIFICATIONS OF THE PROPOSED SITE LIGHTING AND ELECTRICAL EQUIPMENT. 19.EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. REFER TO THE UTILITY PLANS FOR LAYOUT AND ELEVATIONS FOR PROPOSED SANITARY SEWER, WATER MAIN, AND OTHER BUILDING UTILITY SERVICE CONNECTIONS. REFER TO THE GRADING PLAN FOR DETAILED SURFACE ELEVATIONS. 20.EXCESS MATERIAL, ABANDONED UTILITY ITEMS, AND OTHER UNUSABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 21.COORDINATE WITH THE PLUMBING PLANS FOR THE LOCATION, SIZE AND ELEVATION OF THE PROPOSED UNDERGROUND ROOF DRAIN CONNECTIONS. 22.WHERE STORM SEWER ROOF DRAINS HAVE LESS THAN 4-FEET OF COVER IN PAVED AREAS OR 3-FEET OF COVER IN LANDSCAPE AREAS, PROVIDE 3-INCH THICK INSULATION A MINIMUM OF 5-FEET IN WIDTH, CENTERED ON THE PIPE. 23.ALL STORM SEWER PIPE JOINTS SHALL BE WATER-TIGHT CONNECTIONS. 24.ALL STORM SEWER PIPE CONNECTIONS TO MANHOLES SHALL BE GASKETED AND WATER TIGHT. BOOTED COUPLERS AT THE STRUCTURE OR A WATER STOP WITH NON-SHRINK GROUT MAY BE USED IN ACCORDANCE WITH LOCAL CODES. 25.CONTRACTOR SHALL AIR TEST ALL STORM SEWER PIPE IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS. NORT H EAGLE CREEK AVE C R E D I T R I V E R R D S E Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 11 9 9 5 S I N G L E T R E E L A N E , S U I T E 2 2 5 , E D E N P R A I R I E , M N 5 5 3 4 4 PH O N E : 6 1 2 - 3 1 5 - 1 2 7 2 WW W . K I M L E Y - H O R N . C O M K: \ T W C _ L D E V \ C U L V E R S \ p r i o r l a k e , m n \ 3 D e s i g n \ C A D \ p l a n s h e e t s \ C 6 - U T I L I T Y D E T A I L S . d w g F e b r u a r y 0 8 , 2 0 2 4 - 3 : 5 4 p m BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N PR E P A R E D F O R UT I L I T Y D E T A I L S C501 CU L V E R ' S - P R I O R LA K E , M N CU L V E R ' S PR I O R L A K E MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . BR I A N M . W U R D E M A N , P . E . 02 / 0 9 / 2 0 2 4 53 1 1 3 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 2 8 0 0 3 0 02 / 0 9 / 2 0 2 4 AS S H O W N CG M AR F BM W Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 11 9 9 5 S I N G L E T R E E L A N E , S U I T E 2 2 5 , E D E N P R A I R I E , M N 5 5 3 4 4 PH O N E : 6 1 2 - 3 1 5 - 1 2 7 2 WW W . K I M L E Y - H O R N . C O M K: \ T W C _ L D E V \ C U L V E R S \ p r i o r l a k e , m n \ 3 D e s i g n \ C A D \ p l a n s h e e t s \ C 6 - U T I L I T Y D E T A I L S . d w g F e b r u a r y 0 8 , 2 0 2 4 - 3 : 5 4 p m BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N PR E P A R E D F O R UT I L I T Y D E T A I L S C502 CU L V E R ' S - P R I O R LA K E , M N CU L V E R ' S PR I O R L A K E MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . BR I A N M . W U R D E M A N , P . E . 02 / 0 9 / 2 0 2 4 53 1 1 3 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 2 8 0 0 3 0 02 / 0 9 / 2 0 2 4 AS S H O W N CG M AR F BM W LANDSCAPE KEYNOTESLANDSCAPE LEGEND EXISTING CONIFEROUS TREE (TYP.) EDGER (TYP.) APPROXIMATE LIMITS OF SODDING / IRRIGATION, SOD ALL DISTURBED AREAS (TYP.) ROCK MULCH (TYP.) SOD (TYP.) 2-3' BOULDER (TYP.) A LANDSCAPE KEYNOTES EDGER (TYP.) BOULDER (TYP.) ROCK MULCH (TYP.) SOD (TYP.) A B C D NO PARKINGNO PARKING T PROPOSED CULVER'S RESTAURANT ±4,350 S.F. FFE: 941.25 OR D E R W A I T I N G DR I V E T H R U OR D E R W A I T I N G DR I V E T H R U PIC K U P ON L I N E O R D E R THRU DRIVE THRU DRIVE THRU DRIVE ORDER ONLINE EXISTING DAYCARE FFE: 940.60' SYMBOL CODE QTY COMMON NAME CONIFEROUS TREE BHS 3 BLACK HILLS SPRUCE ERC 2 EASTERN RED CEDAR OVERSTORY TREE BOL 5 BOULEVARD LINDEN IHL 5 IMPERIAL HONEYLOCUST PRE 8 AMERICAN ELM CONIFEROUS SHRUBS GOJ 12 GREY OWL JUNIPER HMA 7 HOLMSTRUP ARBORVITAE SGJ 25 SEA GREEN JUNIPER TAU 20 TAUTON YEW DECIDUOUS SHRUBS ANH 28 ANNABELLE HYDRANGEA BLC 30 IROQUOIS BEAUTY BLACK CHOKEBERRY DBH 37 DWARF BUSH HONEYSUCKLE GGD 13 GARDEN GLOW DOGWOOD GLS 55 GRO-LOW FRAGRANT SUMAC SEM 16 SEM FALSESPIREA ORNAMENTAL GRASSES HMS 49 HEAVY METAL SWITCHGRASS KFG 34 KARL FOERSTER FEATHER REED GRASS PDS 6 PRAIRIE DROPSEED PERENNIALS ALL 21 MILLENIUM ORNAMENTAL ONION BES 47 BLACK-EYED SUSAN NW 39 WALKER'S LOW CATMINT PCF 16 PURPLE CONEFLOWER SDO 38 STELLA DE ORO DAYLILY PLANT KEY Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 11 9 9 5 S I N G L E T R E E L A N E , S U I T E 2 2 5 , E D E N P R A I R I E , M N 5 5 3 4 4 PH O N E : 6 1 2 - 3 1 5 - 1 2 7 2 WW W . K I M L E Y - H O R N . C O M K: \ T W C _ L D E V \ C U L V E R S \ p r i o r l a k e , m n \ 3 D e s i g n \ C A D \ p l a n s h e e t s \ L 1 - L A N D S C A P E P L A N . D W G F e b r u a r y 0 8 , 2 0 2 4 - 3 : 5 5 p m BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N LANDSCAPE REQUIREMENTS PERIMETER TREES REQUIRED:41 TREES = 1,602 LF. / 40 1 TREE / 40 L.F. OF SITE PERIMETER PERIMETER TREES PROVIDED:41 TREES = 18 EXISTING TREES + 23 PROPOSED LANDSCAPE SUMMARY Know what'sbelow. before you dig.Call PR E P A R E D F O R LA N D S C A P E P L A N L100 CU L V E R ' S - P R I O R LA K E , M N CU L V E R ' S PR I O R L A K E MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L LA N D S C A P E A R C H I T E C T U N D E R T H E L A W S O F TH E S T A T E O F M I N N E S O T A . MN LI C . N O . FI R S T M . L A S T XX / X X / X X X X X 12 3 4 5 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 2 8 0 0 3 0 02 / 0 9 / 2 0 2 4 ## # # # # # # XX X XX X XX X EAGLE CREEK AVE NORT H SYMBOL CODE QTY BOTANICAL NAME COMMON NAME CONTAINER CAL/SIZE CONIFEROUS TREE BHS 3 PICEA GLAUCA `DENSATA`BLACK HILLS SPRUCE B & B 6` HT. ERC 2 JUNIPERUS VIRGINIANA EASTERN RED CEDAR B & B 6` HT. OVERSTORY TREE BOL 5 TILIA AMERICANA `BOULEVARD`BOULEVARD LINDEN B & B 2.5" CAL. IHL 5 GLEDITSIA TRIACANTHOS VAR. INERMIS `IMPERIAL`IMPERIAL HONEYLOCUST B & B 2.5" CAL. PRE 8 ULMUS AMERICANA `PRINCETON`AMERICAN ELM B & B 2.5" CAL. SYMBOL CODE QTY BOTANICAL NAME COMMON NAME CONTAINER SPACING CONIFEROUS SHRUBS GOJ 12 JUNIPERUS VIRGINIANA `GREY OWL`GREY OWL JUNIPER #5 CONT.4` O.C. HMA 7 THUJA OCCIDENTALIS `HOLMSTRUP`HOLMSTRUP ARBORVITAE #5 CONT.3` O.C. SGJ 25 JUNIPERUS CHINENSIS `SEA GREEN`SEA GREEN JUNIPER #5 CONT.5` O.C. TAU 20 TAXUS X MEDIA `TAUNTONII`TAUTON YEW #5 CONT.5` O.C. DECIDUOUS SHRUBS ANH 28 HYDRANGEA ARBORESCENS `ANNABELLE`ANNABELLE HYDRANGEA #5 CONT.4` O.C. BLC 30 ARONIA MELANOCARPA `IROQUOIS BEAUTY` TM IROQUOIS BEAUTY BLACK CHOKEBERRY #5 CONT.4` O.C. DBH 37 DIERVILLA LONICERA DWARF BUSH HONEYSUCKLE #5 CONT.3` O.C. GGD 13 CORNUS HESSEI `GARDEN GLOW`GARDEN GLOW DOGWOOD #5 CONT.5` O.C. GLS 55 RHUS AROMATICA `GRO-LOW`GRO-LOW FRAGRANT SUMAC #5 CONT.4` O.C. SEM 16 SORBARIA SORBIFOLIA `SEM`SEM FALSESPIREA #5 CONT.3` O.C. ORNAMENTAL GRASSES HMS 49 PANICUM VIRGATUM 'HEAVY METAL'HEAVY METAL SWITCHGRASS #1 CONT.3` O.C. KFG 34 CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER`KARL FOERSTER FEATHER REED GRASS #1 CONT 24" O.C. PDS 6 SPOROBOLUS HETEROLEPIS PRAIRIE DROPSEED #1 CONT.18" O.C. PERENNIALS ALL 21 ALLIUM X `MILLENIUM`MILLENIUM ORNAMENTAL ONION #1 CONT.1.5` O.C. BES 47 RUDBECKIA FULGIDA `GOLDSTURM`BLACK-EYED SUSAN #1 CONT.18" O.C. NW 39 NEPETA X 'WALKER'S LOW'WALKER'S LOW CATMINT #1 CONT.18" O.C. PCF 16 ECHINACEA PURPUREA PURPLE CONEFLOWER #1 CONT.18" O.C. SDO 38 HEMEROCALLIS X `STELLA DE ORO`STELLA DE ORO DAYLILY #1 CONT 1` OC PLANT SCHEDULE Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 2 4 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 11 9 9 5 S I N G L E T R E E L A N E , S U I T E 2 2 5 , E D E N P R A I R I E , M N 5 5 3 4 4 PH O N E : 6 1 2 - 3 1 5 - 1 2 7 2 WW W . K I M L E Y - H O R N . C O M K: \ T W C _ L D E V \ C U L V E R S \ p r i o r l a k e , m n \ 3 D e s i g n \ C A D \ p l a n s h e e t s \ L 1 - L A N D S C A P E D E T A I L S . D W G F e b r u a r y 0 8 , 2 0 2 4 - 3 : 5 7 p m BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N DOUBLE SHREDDED HARDWOOD MULCH NOTES: 2X ROOT BALL WIDTH PREPARED PLANTING BED AND BACKFILL SOIL (THOROUGHLY LOOSENED) NOTES: 1.SCARIFY SIDES AND BOTTOM OF HOLE. 2.PROCEED WITH CORRECTIVE PRUNING OF TOP AND ROOT. 3.REMOVE CONTAINER AND SCORE OUTSIDE OF SOIL MASS TO REDIRECT AND PREVENT CIRCLING FIBROUS ROOTS. REMOVE OR CORRECT STEM GIRDLING ROOTS. 4.PLUMB AND BACKFILL WITH PLANTING SOIL. 5.WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS. 6.BACK FILL VOIDS AND WATER SECOND TIME. 7.PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 8.MIX IN 3-4" OF ORGANIC COMPOST. 1.SCARIFY SIDES AND BOTTOM OF HOLE. 2.PROCEED WITH CORRECTIVE PRUNING. 3.SET PLANT ON UNDISTURBED NATIVE SOIL OR THOROUGHLY COMPACTED PLANTING SOIL. INSTALL PLANT SO THE ROOT FLARE IS AT OR UP TO 2" ABOVE THE FINISHED GRADE WITH BURLAP AND WIRE BASKET, (IF USED), INTACT. 4.SLIT REMAINING TREATED BURLAP AT 6" INTERVALS. 5.BACKFILL TO WITHIN APPROXIMATELY 12" OF THE TOP OF THE ROOTBALL, THEN WATER PLANT. REMOVE THE TOP 1/3 OF THE BASKET OR THE TOP TWO HORIZONTAL RINGS WHICHEVER IS GREATER. REMOVE ALL BURLAP AND NAILS FROM THE TOP 1/3 OF THE BALL. REMOVE ALL TWINE. REMOVE OR CORRECT STEM GIRDLING ROOTS. 6.PLUMB AND BACKFILL WITH PLANTING SOIL. 7.WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS. 8.BACK FILL VOIDS AND WATER SECOND TIME. 9.PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 10.FINAL LOCATION OF TREE TO BE APPROVED BY OWNER. PLANTING SOIL AS SPECIFIED ON CENTER SPACING PER PLANT SCHEDULE. EXTEND HOLE EXCAVATION WIDTH A MINIMUM OF 6" BEYOND THE PLANTS ROOT SYSTEM. FINISHED GRADE EDGER, AS SPECIFIED TREE PLANTING DETAIL SCALE: N.T.S.L1011 SHRUB / PERENNIAL PLANTING DETAIL SCALE: N.T.S.L1012 MULCH 3/16" X 5" STEEL EDGER 12" STEEL EDGER SPIKE TURF/SOD SUBGRADE 12" STEEL EDGER SPIKE 3/16" X 5" STEEL EDGER 4' MULCH TURF/SOD TOP OF EDGER TO BE FLUSH WITH SOD PLANSECTION STEEL EDGER DETAIL SCALE: N.T.S.L1014 PLANTING 1.CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL. 2.ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. 3.NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 4.ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR. 5.PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. 6.ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA-GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS: ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC. ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES. ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING. CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3. 7.PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2014 OR MOST CURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED. 8.PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES. 9.INSTALL PLANTS BY PLANT INSTALLATION PERIOD INFORMATION IN THE LATEST STANDARD PLANTING DETAILS FROM MNDOT. PLANTINGS BEFORE OR AFTER THESE DATES ARE DONE AT RISK. 10.PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL-IN MATERIALS IF NECESSARY; TEMPORARY ONLY. 11.PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLARE IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLARE. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLARE SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. 12.OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS. 13.PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND PROPOSED TREES. 14.WRAP ALL SMOOTH-BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST. 15.STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR. SOIL 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. 17.BACKFILL SOIL AND TOPSOIL TO ADHERE TO MNDOT STANDARD SPECIFICATION 3877 (LOAM TOPSOIL BORROW) AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE. MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTH TOPSOIL FOR TREE, SHRUBS, AND PERENNIALS. MULCH 18.MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. TREE AND SHRUB PLANTING BEDS SHALL HAVE 4" DEPTH OF DOUBLE SHREDDED HARDWOOD MULCH. DOUBLE SHREDDED HARDWOOD MULCH TO BE USED AROUND ALL PLANTS WITHIN TURF AREAS. PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH DOUBLE SHREDDED HARDWOOD MULCH. MULCH TO BE FREE OF DELETERIOUS MATERIAL AND NATURAL IN COLOR (DYE-FREE), OR APPROVED EQUAL. ROCK MULCH TO BE RIVER ROCK, 1 1/2" DIAMETER, AT MINIMUM 3" DEPTH, OR APPROVED EQUAL. APPLY PREMENEGRENT HERBICIDE PRIOR TO MULCH PLACEMENT PER MANUFACTURER RECOMMENDATIONS, USE PREEN OR PRE-APPROVED EQUAL. 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. MULCH TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). EDGER 19.EDGING TO BE COMMERCIAL GRADE COL-MET (OR EQUAL) STEEL EDGING; 3/16" THICK x 5" TALL, COLOR BLACK, OR SPADED EDGE, AS INDICATED. STEEL EDGING SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTER WITH TOP OF EDGER AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUT DAMAGE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. WHERE EDGING TERMINATES AT A SIDEWALK, BEVEL OR RECESS ENDS TO PREVENT TRIP HAZARD. SPADED EDGE TO PROVIDE V-SHAPED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS. INDIVIDUAL TREE, SHRUB, OR RAIN-GARDEN BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. EDGING TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). SEED/SOD 20.ALL DISTURBED AREAS TO BE SODDED OR SEEDED, UNLESS OTHERWISE NOTED. SOD TO BE STANDARD MINNESOTA GROWN AND HARDY BLUEGRASS MIX, FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. SEED AS SPECIFIED, PER MNDOT SPECIFICATIONS AND SUPPLIER/MANUFACTURER RECOMMENDATIONS. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN. IRRIGATION 21.PROVIDE IRRIGATION TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BE DESIGN/BUILD BY LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. CONTRACTOR TO PROVIDE OPERATION MANUALS, AS-BUILT PLANS, AND NORMAL PROGRAMMING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE ONE-YEAR WARRANTY ON ALL PARTS AND LABOR. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR. SYSTEM SHALL INCLUDE A RAIN SENSOR AND APPROPRIATE TECHNOLOGY. ESTABLISHMENT 22.PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. 23.REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION. WARRANTY 24.REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. 25.MAINTAIN TREES, SHRUBS, SEED AND OTHER PLANTS UNTIL PROJECT COMPLETION, BUT IN NO CASE, LESS THAN FOLLOWING PERIOD; 1 YEAR AFTER PROJECT COMPLETION. MAINTAIN TREES, SHRUBS, SEED AND OTHER PLANTS BY PRUNING, CULTIVATING, AND WEEDING AS REQUIRED FOR HEALTHY GROWTH. RESTORE PLANTING SAUCERS. TIGHTEN AND REPAIR STAKE AND GUY SUPPORTS AND RESET TREES AND SHRUBS TO PROPER GRADES OR VERTICAL POSITION AS REQUIRED. RESTORE OR REPLACE DAMAGED WRAPPINGS. SPRAY AS REQUIRED TO KEEP TREES AND SHRUBS FREE OF INSECTS AND DISEASE. REPLENISH MULCH TO THE REQUIRED DEPTH. MAINTAIN LAWNS FOR 60 DAYS AFTER INSTALLING SOD INCLUDING MOWING WHEN SOD RECITES 4” IN HEIGHT. WEED PLANTING BEDS AND MULCH SAUCERS AT MINIMUM ONCE A MONTH DURING THE GROWING SEASON. PROVIDE A MONTHLY REPORT TO THE OWNER ON WEEDING AND OTHER MAINTENANCE RESPONSIBILITIES. 26.SEE ELECTRICAL PLANS FOR SITE LIGHTING. LANDSCAPE NOTES PR E P A R E D F O R LA N D S C A P E DE T A I L S L101 CU L V E R ' S - P R I O R LA K E , M N CU L V E R ' S PR I O R L A K E MN DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L LA N D S C A P E A R C H I T E C T U N D E R T H E L A W S O F TH E S T A T E O F M I N N E S O T A . MN LI C . N O . FI R S T M . L A S T XX / X X / X X X X X 12 3 4 5 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 2 8 0 0 3 0 02 / 0 9 / 2 0 2 4 ## # # # # # # XX X XX X XX X