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CAS-01_MISSION HILLS SENIOR LIVING - 8600 GREAT PLAINS BOULEVARD FILE 2 OF 27700 Market Boulevard PC Box 147 Chanhassen, MN 55317 Administration Phone:952.227.1100 Fax: 952.227.1110 Building Inspections Phone:952.2271180 Fax: 952.227.1190 Engineering Phone:952227.1160 Fax: 952.2271170 Finance Phone:952.227.1140 Fax: 952.227.1110 Park & Recreation Phone:952.227.1120 Fax 952,227.1110 Recreation Center 2310 Coulter Boulevard Phone:952.227.1400 Fax: 952.227.1404 February 26, 2016 Mr. Michael Hoagberg 17550 Hemlock Avenue Lakeville, MN 55044 Re: Mission Hills Senior Living —Planning Case 2015-01 Dear Mr. Hoagberg: This letter is to formally notify you that on February 22, 2016, the Chanhassen City Council adopted the following motions: "The City Council approves the final plat to replat Outlot E, Mission Hills into Lot 1, Block 1, Mission Hills 3`a Addition, replatting 8.64 Acres into one lot as shown in plans dated received January 22, 2016, subject to the following conditions: Park and Trail Conditions 1. Full park fees in lieu of additional parkland dedication and/or trail construction shall be collected as a condition of approval for Outlot E, Mission Hills. The park fees will be collected in full at the rate in force upon final plat submission and approval. Based upon the current residential park fee rates of $3,800 per apartment dwelling, $5,000 per twin home dwelling, and $500 per bed for continuing care units, the total park fees will be $374,800. Unit Type No. of Units Amount Total Independent Apartments 66 $3,800/unit $250,800 Assisted Living Apartments 54 $500/bed $27,000 Memory Care Apartments 14 $500/bed $7,000 Rental Twin Homes 9 $5,000/side $90,000 Total $374,800 Engineering Conditions: Planning & Natural Resources Phone:952.227.1130 1. The Surface Water Utility fees are $108,921.60. These shall be due with the final plat. Fax: 952.227.1110 2. The applicant must prepare an operations and maintenance manual that provides for the Public Works protection and preservation of the stormwerter best management practices (BMPs) to 7901 Park Place provide for the designed water quality benefit in perpetuity. Phone:952.227.1300 Fax 952.2271310 3. The applicant must enter into a maintenance agreement with the City or Watershed District and record that agreement against the property. Senior Center Phone: 952.227.1125 4• This parcel has paid the City for one water and sanitary service hook-up. The existing Fax 952.227.1110 hook-ups shall be used as a credit for the main building. All additional units must pay a water and sanitary service partial hook-up fee at the time of final plat Website www.ci.chanhassen.mn.us 5. The watermain crosses a draintile approximately at Station 7+92. This crossing must have an elevation separation of 18 inches. Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow Mr. Michael Hoagberg February 26, 2016 Page 2 Building Official Conditions: 1. The street name "Oriole," shown on the submitted documents, is not acceptable. Fire Marshall Condition: 1. Prior to release of surety for the utilities constructed as part of this project, the developer shall provide hydraulic calculations to verify water availability under fire conditions of the main building. The design shall provide adequate water flow to support two elevated master streams while the main building is experiencing fire conditions. DEVELOPMENT CONTRACT "The City Council approves the development contract for Mission Hills 31 Addition." CONSTRUCTION PLANS "The City Council approves the construction plans dated received January 22, 2016 for Mission Hills 31 Addition subject to the following conditions: 1. Retaining wall shall not be constructed on top of the storm sewer run from STRM #31 to STRM #32 — Condition Added. 2. The top and bottom wall elevation must be revised to correspond with the proposed contours on the southwestern retaining wall. 3. The turnaround for the dead-end parking aisles in the main parking lot must be 10 feet by 26 feet. 4. The driveways entering the parking lots for the main building must be widened to accommodate the fire truck turning movement. 5. The current plan set shows an approximately 14-foot drop at 90.28%. This elevation drop must be an inside drop, per Chanhassen standard detail plate, within a sanitary manhole structure." Attached are a Site Plan Agreement and a Development Contract for you to sign and return with the security and cash fees in order for the documents to be recorded. If you have any questions, please feel free to contact me at 952.227.1134 or e-mail at j salliat](IRci.chanhassen.mmus. /a Sincerely, Sharmeen AI-Jaff Senior Planner Enclosures ec: Stephanie Smith, Project Engineer Eric Reiners, Sperides Reiners Architects, Inc. CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA MISSION HILLS 3RD ADDITION DEVELOPMENT CONTRACT (Developer Installed Improvements) TABLE OF CONTENTS SPECIAL PROVISIONS PAGE 1. REQUEST FOR PLAT APPROVAL............................................................................SP-1 2. CONDITIONS OF PLAT APPROVAL........................................................................SP-1 3. DEVELOPMENT PLANS............................................................................................SP-1 4. IMPROVEMENTS............................................................. ........................................... SP-2 5. TIME OF PERFORMANCE.........................................................................................SP-2 6. SECURITY....................................................................................................................SP-2 7. NOTICE.........................................................................................................................SP-3 8. OTHER SPECIAL CONDITIONS................................................................................SP-3 9. GENERAL CONDITIONS...........................................................................................SP-5 GENERAL CONDITIONS 1. RIGHT TO PROCEED.................................................................................................GC-1 2. PHASED DEVELOPMENT........................................................................................GC-1 3. PRELIMINARY PLAT STATUS................................................................................GC-1 4. CHANGES IN OFFICIAL CONTROLS.....................................................................GC-1 5. IMPROVEMENTS.......................................................................................................GC-1 6. IRON MONUMENTS..................................................................................................GC-2 7. LICENSE ........... ........................................................................................................... GC-2 8. SITE EROSION AND SEDIMENT CONTROL.........................................................GC-2 8A. EROSION CONTROL DURING CONSTRUCTION OF A DWELLING OR OTHER BUILDING.........................................................................................GC-2 9. CLEAN UP...................................................................................................................GC-3 10. ACCEPTANCE AND OWNERSHIP OF IMPROVEMENTS....................................GC-3 11. CLAIMS.......................................................................................................................GC-3 12. PARK DEDICATION..................................................................................................GC-3 13. LANDSCAPING..........................................................................................................GC-3 14. WARRANTY...............................................................................................................GC-4 15. LOT PLANS.................................................................................................................GC-4 16. EXISTING ASSESSMENTS.......................................................................................GC-1 17. HOOK-UP CHARGES.................................................................................................GC-4 18. PUBLIC STREET LIGHTING.....................................................................................GC-4 19. SIGNAGE.....................................................................................................................GC-5 20. HOUSE PADS..............................................................................................................GC-5 21. RESPONSIBILITY FOR COSTS................................................................................GC-5 22. DEVELOPER'S DEFAULT.........................................................................................GC-6 22. MISCELLANEOUS A. Construction Trailers........................................................................................GC-6 B. Postal Service ....................................................................................................GC-7 C. Third Parties......................................................................................................GC-7 D. Breach of Contract............................................................................................GC-7 E. Severability......................................... .............................................................. GC-7 F. Building Permits ................................................... ............................................ GC-7 G. Waivers/Amendments................................ ....................................................... GC-7 H. Release..............................................................................................................GC-7 LInsurance ...........................................................................................................GC-7 J. Remedies...........................................................................................................GC-8 K. Assignability .....................................................................................................GC-8 L. Construction Hours...........................................................................................GC-8 M. Noise Amplification..........................................................................................GC-8 N. Access...............................................................................................................GC-8 O. Street Maintenance............................................................................................GC-8 P. Storm Sewer Maintenance................................................................................GC-9 Q. Soil Treatment Systems....................................................................................GC-9 R. Variances...........................................................................................................GC-9 S. Compliance with Laws, Ordinances, and Regulations.....................................GC-9 T. Proof of Title.....................................................................................................GC-9 U. Soil Conditions................................................................................................GC-10 V. Soil Correction................................................................................................GC-10 W. Haul Routes.........................................................................................................GC-10 X. Development Signs..............................................................................................GC-10 Y. Construction Plans...............................................................................................GC-10 Z. As -Built Lot Surveys...........................................................................................GC-11 ii CITY OF CHANHASSEN DEVELOPMENT CONTRACT (Developer Installed Improvements) MISSION HILLS 3RD ADDITION AGREEMENT dated by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation (the "City"), and, MISSION HILLS SENIOR HOUSING OWNER, a Limited Liability Corporation (the "Developer"). 1. Request for Plat Approval. The Developer has asked the City to approve a plat for MISSION HILLS 3'm ADDITION (referred to in this Contract as the "plat"). The land is legally described on the attached Exhibit "A". 2. Conditions of Plat Approval. The City hereby approves the plat on condition that the Developer enter into this Contract, famish the security required by it, and record the plat with the County Recorder or Registrar of Titles. 3. Development Plans. The plat shall be developed in accordance with the following plans. The plans shall not be attached to this Contract. With the exception of Plan A, the plans may be prepared, subject to City approval, after entering the Contract, but before commencement of any work in the plat. If the plans vary from the written terms of this Contract, the written terms shall control. The plans are: Plan A: Final plat approved February 22, 2016, prepared by Sunde Land Surveying. Plan B: Grading, Drainage and Erosion Control Plan dated January 22, 2016, prepared by BKBM Engineers, Inc. Plan C: Plans for Improvements dated January 22, 2016, prepared by BKBM Engineers, Inc, Plan D: Landscape Plan dated January 29, 2015, prepared by Sperides Reiners Architects, Inc SP-1 4. Improvements. The Developer shall install and pay for the following: A. Sanitary Sewer System B. Water System C. Storm Water Drainage System D. Streets E. Concrete Curb and Gutter F. Street Lights G. Site Grading/Restoration H. Underground Utilities (e.g. gas, electric, telephone, CATV) I. Setting of Lot and Block Monuments J. Surveying and Staking K. Landscaping L. Erosion Control 5. Time of Performance. The Developer shall install all required improvements by November 15, 2017. The Developer may, however, request an extension of time from the City Engineer. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 6. Security. To guarantee compliance with the terms of this Contract, payment of special assessments, payment of the costs of all public improvements, and construction of all public improvements, the Developer shall furnish the City with a letter of credit in the form attached hereto, from a bank acceptable to the City, or cash escrow ("security") for $1,028,329.50. The amount of the security was calculated as 110% of the following: Site Grading/Erosion Control/Restoration $ 156,000.00 Utilities: Sanitary, Water, Storm Sewer, Infiltration and Retention Systems $ 360,000.00 Streets $ 195,000.00 Street lights and signs (Estimate per Site Plan Agreement) $ 22,500.00 Sub -total, Construction Costs S 733,500.00 Engineering, surveying, and inspection (7% of construction costs) $ 51,345.00 Landscaping (Estimate per Site Plan Agreement) $ 150,000.00 Sub -total, Other Costs S 201,345.00 TOTAL COST OF PUBLIC IMPROVEMENTS $ 934,845.00 SECURITY AMOUNT 110% of 934,845.00 $1,028,329.50 This breakdown is for historical reference; it is not a restriction on the use of the security. The security shall be subject to the approval of the City. The City may draw down the security, without notice, for any violation of the temts of this Contract. If the required public improvements are not completed at least thirty (30) days prior to the expiration of the security, the City may also draw it down. If the SP-2 security is drawn down, the draw shall be used to cure the default. With City approval, the security may be reduced from time to time as financial obligations are paid, but in no case shall the security be reduced to a point less than 10% of the original amount until (1) all improvements have been completed, (2) iron monuments for lot comers have been installed, (3) all financial obligations to the City satisfied, (4) the required "record" plans have been received by the City, (5) a warranty security is provided, and (6) the public improvements are accepted by the City. 7. Notice. 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 registered mail at the following address: MICHEAL HOAGBERG, MANAGING DIRECTOR MISSION HILLS SENIOR HOUSING OWNER, LLC 17550 HEMLOCK AVENUE LAKEVILLE MN 55044 Phone: 952-378-4386 Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by certified mail in care of the City Manager at the following address: Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, Minnesota 55317, Telephone (952) 227-I100. 8. Other Special Conditions. A. SECURITIES AND FEES A $1,028,329.50 letter of credit or escrow for the developer -installed improvements, the $495,996.60 cash administration fee and the fully -executed development contract must be submitted and shall be submitted prior to scheduling a pre -construction meeting. The cash fee was calculated as follows: Administration fee: ($408,000 at 3%) _ $ 12,240.00 GIS fee: $25 (plat) + ($10/parcel x 1 parcel) _ $ 35.00 Surface Water Management fee: $108,921.60 Park Dedication fee: $374,800.00 Total, Cash Fee = $495,996.60 The administration fee is based on the estimated Utility Cost ($360,000), Erosion Control ($28,000) and Site Restoration ($20,000) as these are the site improvements that will be subject to Engineering inspection. If the signs must be installed in frost conditions, an additional $250/post must be paid by the developer. B. Park and Trail Conditions SP-3 Full park fees in lieu of additional parkland dedication and/or trail construction shall be collected as a condition of approval for Outlot E, Mission Hills 3rd Addition. The park fees will be collected in full at the rate in force upon final plat submission and approval. Based upon the current residential park fee rates of $3,800 per apartment dwelling, $5,000 per twin home dwelling, and $500 per bed for continuing care units, the total park fees will be $374,800. Unit TVVe No. of Units Amount Total Independent Apartments 66 $3,800/unit $250,800 Assisted Living Apartments 54 $500/bed $27,000 Memory Care Apartments 14 $500/bed $7,000 Rental Twin Homes 9 $5,000/side $90,000 Total $374 800 C. Engineering Conditions: 1. The Surface Water Utility fees are $108,921.60. These shall be due with the final plat." 2. The applicant must prepare an operations and maintenance manual that provides for the protection and preservation of the stormwater best management practices (BMPs) to provide for the designed water quality benefit in perpetuity. 3. The applicant must enter into a maintenance agreement with the City or Watershed District and record that agreement against the property. 4. Retaining wall shall not be constructed on top of the storm sewer run from STRM #31 to STRM #32 — Condition Added. 5. The top and bottom wall elevation must be revised to correspond with the proposed contours on the southwestern retaining wall. 6. The turnaround for the dead-end parking aisles in the main parking lot must be 10 feet by 26 feet. 7. The driveways entering the parking lots for the main building must be widened to accommodate the fire truck turning movement. 8. The current plan set shows an approximately 14-foot drop at 90.28%. This elevation drop must be an inside drop, per Chanhassen standard detail plate, within a sanitary manhole structure. 9. This parcel has paid the City for one water and sanitary service hook-up. The existing hook-ups shall be used as a credit for the main building. All additional units must pay a water and sanitary service partial hook-up fee at the time of final plat. SP-4 10. The watermain crosses a draintile approximately at Station 7+92. This crossing must have an elevation separation of 18". D. Building Official Conditions: 1. The street -name "Oriole", shown on the submitted documents, is not acceptable. E. Fire Marshall Condition: 1. Prior to release of surety for the utilities constructed as part of this project, the developer shall provide hydraulic calculations to verify water availability under fire conditions of the main building. The design shall provide adequate water flow to support two elevated master streams while the main building is experiencing fire conditions. 9. General Conditions. The general conditions of this Contract are attached as Exhibit "B" and incorporated herein. SP-5 CITY OF CHANHASSEN (SEAL) FAN Denny Laufenburger, Mayor Todd Gerhardt, City Manager MISSION HILLS SENIOR HOUSING OWNER, LLC: L" STATE OF MINNESOTA) (ss. COUNTY OF CARVER ) Michael Hoagberg, Managing Director The foregoing instrument was acknowledged before me this _ day of 2016, by Denny Laufenburger, Mayor, and by Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. NOTARY PUBLIC STATE OF MINNESOTA ) (ss. COUNTY OF ) The foregoing instrument was acknowledged before me this _ day of 2016, by Michael Hoagberg, Managing Director of MISSION HILLS SENIOR HOUSING OWNER, a Limited Liability Company, on behalf of the company. DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 NOTARY PUBLIC am- EXHIBIT "A" TO DEVELOPMENT CONTRACT LEGAL DESCRIPTION OF SUBJECT PROPERTY: Lot 1, Block 1, MISSION HELLS 3RD ADDITION, according to the recorded plat thereof. Carver County, Minnesota. MORTGAGE HOLDER CONSENT TO DEVELOPMENT CONTRACT which holds a mortgage on the subject property, the development of which is governed by the foregoing Development Contract, agrees that the Development Contract shall remain in full force and effect even if it forecloses on its mortgage. Dated this _ day of 20_ STATE OF MINNESOTA ) (ss. COUNTY OF The foregoing instrument was acknowledged before me this _ day of 20_, by NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 FEE OWNER CONSENT TO DEVELOPMENT CONTRACT fee owners of all or part of the subject property, the development of which is governed by the foregoing Development Contract, affirm and consent to the provisions thereof and agree to be bound by the provisions as the same may apply to that portion of the subject property owned by them. Dated this _ day of 20_ STATE OF MINNESOTA ) (ss. COUNTY OF The foregoing instrument was acknowledged before me this _ day of 20_, by NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 IRREVOCABLE LETTER OF CREDIT No. _ Date: TO: City of Chanhassen 7700 Market Boulevard, Box 147 Cbanhassen, Minnesota 55317 Dear Sir or Madam: We hereby issue, for the account of (Name of Developer) and in your favor, our Irrevocable Letter of Credit in the amount of $ available to you by your draft drawn on sight on the undersigned bank. The draft must a) Bear the clause, "Drawn under Letter of Credit No. dated 2 , of (Name of Bank) ; b) Be signed by the Mayor or City Manager of the City of Chanhassen. c) Be presented for payment at (Address of Bank) on or before 4:00 p.m. on November 30, 2 This Letter of Credit shall automatically renew for successive one-year terms unless, at least forty- five (45) days prior to the next annual renewal date (which shall be November 30 of each year), the Bank delivers written notice to the Chanhassen City Manager that it intends to modify the terms of, or cancel, this Letter of Credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty-five (45) days prior to the next annual renewal date addressed as follows: Chanhassen City Manager, Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, MN 55317, and is actually received by the City Manager at least thirty (30) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 600. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. Its CITY OF CRANHASSEN DEVELOPMENT CONTRACT (Developer Installed Improvements) EXHIBIT "B" 1. Right to Proceed. Within the plat or land to be platted, the Developer may not grade or otherwise disturb the earth, remove trees, construct sewer lines, water lines, streets, utilities, public or private improvements, or any buildings until all the following conditions have been satisfied: 1) this agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security and fees have been received by the City, 3) the plat has been recorded with the County Recorders Office or Registrar of Title's Office of the County where the plat is located, and 4) the City Engineer has issued a letter that the foregoing conditions have been satisfied and then the Developer may proceed. 2. Phased Development. If the plat is a phase of a multiphased preliminary plat, the City may refuse to approve final plats of subsequent phases if the Developer has breached this Contract and the breach has not been remedied. Development of subsequent phases may not proceed until Development Contracts for such phases are approved by the City. Park charges and area charges for sewer and water referred to in this Contract are not being imposed on outlots, if any, in the 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 final platted into lots and blocks. 3. Preliminary Plat Status. If the plat is a phase of a multi -phased preliminary, plat, the preliminary plat approval for all phases not final platted shall lapse and be void unless final platted into lots and blocks, not outlots, within two (2) years after preliminary plat approval. 4. Changes in Official Controls. For two (2) years from the date of this Contract, no amendments to the City's Comprehensive Plan, except an amendment placing the plat in the current urban service area, or official controls shall apply to or affect the use, development density, lot size, lot layout or dedications of the approved plat unless required by state or federal law or agreed to in writing by the City and the Developer. Thereafter, notwithstanding anything in this Contract to the contrary, to the full extent permitted by state law the City may require compliance with any amendments to the Citys Comprehensive Plan, official controls, platting or dedication requirements enacted after the date of this Contract. 5. Improvements. The improvements specified in the Special Provisions of this Contract shall be installed in accordance with City standards, ordinances, and plans and specifications which have been prepared and signed by a competent registered professional engineer furnished to the City and approved by the City Engineer. The Developer shall obtain all necessary permits from the Metropolitan Council Environmental Services and other pertinent agencies before proceeding with construction. The City will, at the Developer's expense, have one or more construction inspectors and a soil engineer inspect the work on a full or part-time basis. The Developer shall also provide a qualified inspector to perform site inspections on a daily basis. Inspector qualifications shall be submitted in writing to the City Engineer. The Developer shall instruct its project engineer/inspector to respond to questions from the City Inspector(s) and to make periodic site visits to satisfy that the construction is being performed to an acceptable level of quality in accordance with the engineer's design. The Developer or his engineer shall schedule a preconstruction meeting at a mutually agreeable time at the City Council chambers with all parties concerned, including the City staff, to review the program for the construction work. 6. Iron Monuments. Before the security for the completion of utilities is released, all monuments must be correctly placed in the ground in accordance with Minn. Stat. § 505.02, Subd. 1. The Developer's surveyor shall submit a written notice to the City certifying that the monuments have been installed. 7. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with plat development. 8. Site Erosion and Sediment Control. Before the site is rough graded, and before any utility construction is commenced or building permits are issued, the erosion and sediment control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion and sediment control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion and sediment control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion and sediment transport. If the Developer does not comply with the erosion and sediment control plan and schedule of supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion and sediment transport at the Developer's expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and Citys rights or obligations hereunder. No development will be allowed and no building permits will be issued unless the plat is in full compliance with the erosion and sediment control requirements. Erosion and sediment control needs to be maintained until vegetative cover has been restored, even if construction has been completed and accepted. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion and sediment control, the City will authorize the removal of the erosion and sediment control, i.e. hay bales and silt fence. The Developer shall remove and dispose of the erosion and sediment control measures. 88. Erosion Control During Construction of a Dwelling or Other Building. Before a building permit is issued for construction of a dwelling or other building on a lot, a $500.00 cash escrow or letter of credit per lot shall also be furnished to the City to guarantee compliance with City Code § 7-22. GC-2 9. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowables, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 10. Acceptance and Ownership of Improvements. Upon completion and acceptance by the City of the work and construction required by this Contract, the improvements lying within public easements shall become City property. After completion of the improvements, a representative of the contractor, and a representative of the Developer's engineer will make a final inspection of the work with the City Engineer. Before the City accepts the improvements, the City Engineer shall be satisfied that all work is satisfactorily completed in accordance with the approved plans and specifications and the Developer and his engineer shall submit a written statement to the City Engineer certifying that the project has been completed in accordance with the approved plans and specifications. The appropriate contractor waivers shall also be provided. Final acceptance of the public improvements shall be by City Council resolution. 11. Claims. In the event that the City receives claims from laborers, materialmen, or others that work required by this Contract has been performed, the sums due them have not been paid, and the laborers, materialmen, or others are seeking payment out of the financial guarantees posted with the City, and if the claims are not resolved at least ninety (90) days before the security required by this Contract will expire, the Developer hereby authorizes the City to commence an Interpleader action pursuant to Rule 22, Minnesota Rules of Civil Procedure for the District Courts, to draw upon the letters of credit in an amount up to 125% of the claim(s) and deposit the funds in compliance with the Rule, and upon such deposit, the Developer shall release, discharge, and dismiss the City from any further proceedings as it pertains to the letters of credit deposited with the District Court, except that the Court shall retain jurisdiction to determine attorneys' fees. 12. Park Dedication. The Developer shall pay full park dedication fees in conjunction with the installation of the plat improvements. The park dedication fees shall be the current amount in force at the time of final platting pursuant to Chanhassen City Ordinances and City Council resolutions. 13. Landscaping. landscaping shall be installed in accordance with Plan D. Unless otherwise approved by the City, trees not fisted in the City's approved tree list are prohibited. The minimum tree size shall be two and one-half (2%2) inches caliper, balled and burlapped. The trees may not be planted in the boulevard (area between curb and property line) along public streets. In addition to any sod required as a part of the erosion and sediment control plan, Plan B, the Developer or lot purchaser shall sod the boulevard area and all drainage ways utilizing a minimum of six (6) inches of topsoil as a base. Seed or sod shall also be placed on all disturbed areas of the development utilizing a minimum of six (6) inches of topsoil as base. A landscape security equal to the value of the landscape plus 10% will be held by the city until city acceptance of the landscape installation. After satisfactory inspection by City staff, the landscaping may be accepted. Upon acceptance, 10% of the landscape value will be help for one full growing season. When final approval is given after the growing season, the remaining security will be released. GC-3 If the requirements are not satisfied, the City may use the security to satisfy the requirements. The City may also use the escrowed funds for maintenance of erosion control pursuant to City Code Section 7-22 or to satisfy any other requirements of this Contract or of City ordinances. These requirements supplement, but do not replace, specific landscaping conditions that may have been required by the City Council for project approval. 14. Warranty. The Developer warrants all improvements required to be constructed by it pursuant to this Contract against poor material and faulty workmanship. The Developer shall submit either 1) a warranty/maintenance bond for 100% of the cost of the improvement, or 2) a letter of credit for twenty-five percent (25%) of the amount of the original cost of the improvements. A. The required warranty period for materials and workmanship for the utility contractor installing public sewer and water mains shall be two (2) years from the date of final written City acceptance of the work. B. The required warranty period for all work relating to street construction, including concrete curb and gutter, sidewalks and trails, materials and equipment shall be subject to two (2) years from the date of final written acceptance. C. The required warranty period for sod, trees, and landscaping is one fill growing season following acceptance by the City. 15. Lot Plans. Prior to the issuance of building permits, an acceptable Grading, Drainage, Erosion Control including silt fences, and Tree Removal Plan shall be submitted for each lot for review and approval by the City Engineer. Each plan shall assure that drainage is maintained away from buildings and that tree removal is consistent with development plans and City Ordinance. 16. Existing Assessments. Any existing assessments against the plat will be re -spread against the plat in accordance with City standards. 17. Hook-up Charges.. At the time of final plat approval the Developer shall pay 30% of the City Sewer Hook-up charge and 30% of the City Water hook up charge for each lot in the plat in the amount specified in Special Provision, Paragraph 8, of this Development Contract. The balance of the hook-up charges is collected at the time building permits are issued are based on 70% of the rates then in effect, unless a written request is made to assess the costs over a four year term at the rates in effect at time of application. 18. Public Street Lighting. The Developer shall have installed and pay for public street lights in accordance with City standards. The public street lights shall be accepted for City ownership and maintenance at the same time that the public street is accepted for ownership and maintenance. A plan shall be submitted for the City Engineer's approval prior to the installation. Before the City signs the final plat, the Developer shall pay the City a fee of $300.00 for each street light installed in the plat. The fee shall be used by the City for furnishing electricity and maintaining each public street light for twenty (20) months. GC-4 19. Signage. All street signs, traffic signs, and wetland monumentation required by the City as a part of the plat shall be furnished and installed by the City at the sole expense of the Developer. 20. House Pads. The Developer shall promptly furnish the City "as -built" plans indicating the amount, type and limits of fill on any house pad location. 21. Responsibility for Costs. A. The Developer shall pay an administrative fee in conjunction with the installation of the plat improvements. This fee is to cover the cost of City Staff time and overhead for items such as review of construction documents, preparation of the Development Contract, monitoring construction progress, processing pay requests, processing security reductions, and final acceptance of improvements. This fee does not cover the City's cost for construction inspections. The fee shall be calculated as follows: i) if the cost of the construction of public improvements is less than $500,000, three percent (3%) of construction costs; ii) if the cost of the construction of public improvements is between $500,000 and $1,000,000, three percent (3%) of construction costs for the first $500,000 and two percent (2%) of construction costs over $500,000; iii) if the cost of the construction of public improvements is over $1,000,000, two and one-half percent (2%2%) of construction costs for the fast $1,000,000 and one and one-half percent (1'/2%) of construction costs over $1,000,000. Before the City signs the final plat, the Developer shall deposit with the City a fee based upon construction estimates. After construction is completed, the final fee shall be determined based upon actual construction costs. The cost of public improvements is defined in paragraph 6 of the Special Provisions. B. In addition to the administrative fee, the Developer shall reimburse the City for all costs incurred by the City for providing construction and erosion and sediment control inspections. This cost will be periodically billed directly to the Developer based on the actual progress of the construction. Payment shall be due in accordance with Article 21E of this Agreement. C. The Developer shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from plat approval and development. The Developer shall indemnify the City and its officers and employees for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attomeys fees. GC-5 D. In addition to the administrative fee, the Developer shall reimburse the City for costs incurred in the enforcement of this Contract, including engineering and attorneys' fees. E. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Contract within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all plat development work and construction, including but not limited to the issuance of building permits for lots which the Developer may or may not have sold, until the bills are paid in full. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. F. In addition to the charges and special assessments referred to herein, other charges and special assessments may be imposed such as, but not limited to, sewer availability charges ("SAC"), City water connection charges, City sewer connection charges, and building permit fees. G. Private Utilities. The Developer shall have installed and pay for the installation of electrical, natural gas, telephone, and cable television service in conjunction with the overall development improvements. These services shall be provided in accordance with each of the respective franchise agreements held with the City. H. The developer shall pay the City a fee established by City Council resolution, to reimburse the City for the cost of updating the City's base maps, GIS data base files, and converting the plat and record drawings into an electronic format. Record drawings must be submitted within four months of final acceptance of public utilities. All digital information submitted to the City shall be in the Carver County Coordinate system. 22. Developer's Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is first given notice of the work in default, not less than four (4) days in advance. This Contract 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 land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 23. Miscellaneous. A. Construction Trailers. Placement of on -site construction trailers and temporary job site offices shall be approved by the City Engineer as a part of the pre -construction meeting for installation of public improvements. Trailers shall be removed from the subject property within thirty (30) days following the acceptance of the public improvements unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmaster's request. C. Third Parties. Third parties shall have no recourse against the City under this Contract. The City is not a guarantor of the Developer's obligations under this Contract. The City GC-6 shall have no responsibility or liability to lot purchasers or others for the City's failure to enforce this Contract or for allowing deviations from it. D. Breach of Contract. Breach of the terms of this Contract by the Developer shall be grounds for denial of building permits, including lots sold to third parties. The City may also issue a stop work order halting all plat development until the breach has been cured and the City has received satisfactory assurance that the breach will not reoccur. E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Contract is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. Buildine Permits. Building permits will not be issued in the plat until sanitary sewer, watemtain, and storm sewer have been installed, tested, and accepted by the City, and the streets needed for access have been paved with a bituminous surface and the site graded and revegetated in accordance with Plan B of the development plans. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. H. Release. This Contract shall run with the land and may be recorded against the title to the property . After the Developer has completed the work required of it under this Contract, at the Developers request the City Manager will issue a Certificate of Compliance. Prior to the issuance of such a certificate, individual lot owners may make as written request for a certificate applicable to an individual lot allowing a minimum of ten (10) days for processing. I. Insurance. Developer shall take out and maintain until six (6) months after the City has accepted the public improvements, public liability and property damage insurance covering personal injury, including death, and claims for property damage which may arise out of Developers work or the work of its subcontractors or by one directly or indirectly employed by any of them. Limits for bodily injury and death shall be not less than $500,000 for one person and $1,000,000 for each occurrence; limits for property damage shall be not less than $500,000 for each occurrence; or a combination single limit policy of $1,000,000 or more. The City shall be named as an additional insured on the policy, and the Developer shall file with the City a certificate evidencing coverage prior to the City signing the plat. The certificate shall provide that the City must be given ten (10) days advance written notice of the cancellation of the insurance. The certificate may not contain any disclaimer for failure to give the required notice. J. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, expressed or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time GC-7 to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. K. Assignability. The Developer may not assign this Contract without the written permission 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 plat, or any part of it. L. Construction Hours. Construction hours, including pick-up and deliveries of material and equipment and the operation of any internal combustion engine, may only occur from 7:00 a.m. to 6:00 p.m. on weekdays, from 9:00 a.m. to 5:00 p.m. on Saturdays with no such activity allowed on Sundays or on legal holidays. Contractors must require their subcontractors, agents and supplies to comply with these requirements and the Contractor is responsible for their failure to do so. Under emergency conditions, this limitation may be waived by the written consent of the City Engineer. If construction occurs outside of the permitted construction hours, the Contractor shall pay the following administrative penalties: First violation $ 500.00 Second violation $ 1,000.00 Third & subsequent violations All site development and construction must cease for seven (7) calendar days M. Noise Amplification. The use of outdoor loudspeakers, bullhorns, intercoms, and similar devices is prohibited in conjunction with the construction of homes, buildings, and the improvements required under this contract. The administrative penalty for violation of construction hours shall also apply to violation of the provisions in this paragraph. N. Access. All access to the plat prior to the City accepting the roadway improvements shall be the responsibility of the Developer regardless if the City has issued building permits or occupancy permits for lots within the plat. O. Street Maintenance. The Developer shall be responsible for all street maintenance until streets within the plat are accepted by the City. Warning signs shall be placed by the Developer when hazards develop in streets to prevent the public from traveling on same and directing attention to detours. If streets become impassable, the City may order that such streets shall be barricaded and closed. The Developer shall maintain a smooth roadway surface and provide proper surface drainage. The Developer may request, in writing, that the City plow snow on the streets prior to final acceptance of the streets. The City shall have complete discretion to approve or reject the request. The City shall not be responsible for reshaping or damage to the street base or utilities because of snow plowing operations. The provision of City snow plowing service does not constitute final acceptance of the streets by the City. P. Storm Sewer Maintenance. The Developer shall be responsible for cleaning and maintenance of the storm sewer system (including ponds, pipes, catch basins, culverts and swales) within the plat and the adjacent off -site storm sewer system that receives storm water from the plat. The Developer shall follow all instructions it receives from the City concerning the cleaning and maintenance of the storm sewer system. The Developer's obligations under this paragraph shall end two (2) years after the public street and storm drainage improvements in the plat have been accepted by the City. Twenty percent (20%) of the storm sewer costs, shown under section 6 of the special provisions of this contract, will be held by the City for the duration of the 2-year maintenance period- Q. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly identify in the field and protect from alteration, unless suitable alternative sites are fast provided, the two soil treatment sites identified during the platting process for each lot. This shall be done prior to the issuance of a Grading Permit. Any violation/disturbance of these sites shall render them as unacceptable and replacement sites will need to be located for each violated site in order to obtain a building permit. R. Variances. By approving the plat, the Developer represents that all lots in the plat are buildable without the need for variances from the City's ordinances. S. Compliance with Laws, Ordinances, and Regulations. In the development of the plat the Developer shall comply with all laws, ordinances, and regulations of the following authorities: 1. City of Chanhassen; 2. State of Minnesota, its agencies, departments and commissions; 3. United States Army Corps of Engineers; 4. Watershed District(s); 5. Metropolitan Government, its agencies, departments and commissions. T. Proof of Title. Upon request, the Developer shall furnish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers to enter into this Development Contract. U. Soil Conditions. The Developer acknowledges that the City makes no representations or warranties as to the condition of the soils on the property or its fitness for construction of the improvements or any other purpose for which the Developer may make use of such property. The Developer further agrees that it will indemnify, defend, and hold harmless the City, its governing body members, officers, and employees from any claims or actions arising out of the presence, if any, of hazardous wastes or pollutants on the property, unless hazardous wastes or pollutants were caused to be there by the City. V. Soil Correction. The Developer shall be responsible for soil correction work on the property. The City makes no representation to the Developer concerning the nature of suitability of soils nor the cost of correcting any unsuitable soil conditions which may exist. On lots which have no fill material a soils report from a qualified soils engineer is not required unless the City's building inspection department determines from observation that there may be a soils problem. On lots with fill material that have been mass graded as part of a multi -lot grading project, a satisfactory soils report from a qualified soils engineer shall be provided before the City issues a building permit for the lot. On lots with fill material that have been custom graded, a satisfactory soils report from a qualified soils engineer shall be provided before the City inspects the foundation for a building on the lot. GC-9 W. Haul Routes. The Developer, the Developer's contractors or subcontractors must submit proposed haul routes for the import or export of soil, construction material, construction equipment or construction debris, or any other purpose. All haul routes must be approved by the City Engineer X. Development Signs. The Developer shall post a six foot by eight foot development sign in accordance with City Detail Plate No. 5313 at each entrance to the project. The sign shall be in place before construction of the required improvements commences and shall be removed when the required improvements are completed, except for the final lift of asphalt on streets. The signs shall contain the following information: project name, name of developer, developer's telephone number and designated contact person, allowed construction hours. Y. Construction Plans. Upon final plat approval, the developer shall provide the City with two complete sets of full-size construction plans and four sets of 11"x17" reduced construction plan sets and three sets of specifications. Within four months after the completion of the utility improvements and base course pavement and before the security is released, the Developer shall supply the City with the following: (1) a complete set of reproducible Mylar as -built plans, (2) two complete full-size sets of blue line/paper as -built plans, (3) two complete sets of utility tie sheets, (4) location of buried fabric used for soil stabilization, (5) location stationing and swing ties of all utility stubs including draintile cleanouts, (6) bench mark network, (7) digital file of as -built plans in both Axf & .tif format (the Axf file must be tied to the current county coordinate system), (8) digital file of utility tie sheets in either .doc or .tif format, and (9) a breakdown of lineal footage of all utilities installed, including the per lineal foot bid price. The Developer is required to submit the final plat in electronic format. Z. As -Built Lot Surveys. An as -built lot survey will be required on all lots prior to the Certificate of Occupancy being issued. The as -built lot survey must be prepared, signed, and dated by a Registered Land Surveyor. Sod and the bituminous driveways must be installed before the as -built survey is completed. If the weather conditions at the time of the as -built are not conducive to paving the driveway and/or installing sod, a temporary Certificate of Occupancy may be issued and the as -built escrow withheld until all work is complete. Rev. 3/31 /06 GC-1 o CITY OF CHANHASSEN SITE PLAN AGREEMENT 2015-01 MISSION HILLS SENIOR LIVING SPECIAL PROVISIONS THIS AGREEMENT ("Site Plan Agreement") dated February 23, 2015, by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation (the "City"), and MISSION HILLS SENIOR HOUSING OWNER, a Limited Liability Corporation (the "Developer"). 1. Request for Site Plan Approval. The Developer has asked the City to approve a site plan for construction of a 134-unit senior housing apartment and nine twin homes (Mission Hills Senior Living), Planning Case 2015-01 (referred to in this Site Plan Agreement as the "Project"). The land is legally described Lot 1, Block 1, MISSION HILLS 3RD ADDITION, according to the recorded plat thereof, Carver County, Minnesota. 2. Conditions of Site Plan Approval. The City hereby approves the site plan on condition that the Developer enters into this Site Plan Agreement and furnishes the security required by it. 3. Development Plans. The project shall be developed and maintained in accordance with the following plans. The plans shall not be attached to this Contract. If the plans vary from the written terms of this Permit, the written terms shall control. The plans are: PlanA: (A0.0) Title Sheet dated Received January 29, 2015, prepared by SPERIDES REINERS ARCHITECTS, INC. PlanB: (Al.l) Site Plan/Site Plan Detail dated Received Sheet dated Received January 29, 2015, prepared by SPERIDES REINERS ARCHITECTS, INC. Plan C: (A1.2) Monument Sign Details/Patio Garden Fence Details Sheet dated Received January 29, 2015, prepared by SPERIDES REINERS ARCHITECTS, INC. PlanD: (A1.3) Landscape Plans/Installation Details/Plant Schedule Sheet dated Received January 29, 2015, prepared by SPERIDES REINERS ARCHITECTS, INC. SP-1 PlanE: (A1.4) Planting Profiles/Rain Garden Diagram/Enlarged Planting Bed Plans Sheet dated Received January 29, 2015, prepared by SPERIDES REINERS ARCHITECTS, INC. PlanF: (A2.0) Main Building Exterior Elevations dated Received January 29, 2015, prepared by SPERIDES REINERS ARCHITECTS, INC. PlanG: (A2.1) Main Building Exterior Elevation/Townhome Villa Elevations dated Received January 29, 2015, prepared by SPERIDES REINERS ARCHITECTS, INC. PlanH: (A2.2) 3D Site Development Views dated Received January 29, 2015, prepared by SPERIDES REINERS ARCHITECTS, INC. PlanI: (A2.3) 3D Site Development Views dated Received January 29, 2015, prepared by SPERIDES REINERS ARCHITECTS, INC. PlanJ: (A2.4) Twinhome Villa Design Options dated Received January 29, 2015, prepared by SPERIDES REINERS ARCHITECTS, INC. PlanK: (A2.3) 3D Site Development Views dated Received January 29, 2015, prepared by SPERIDES REINERS ARCHITECTS, INC. PlanL: (C100) Grading, Drainage, and Erosion Control Plan dated Received January 29, 2015, prepared by BKBM Engineers and SPERIDES REINERS ARCHITECTS, INC. PlanM: (C200) Utility Plan dated Received January 29, 2015, prepared by BKBM Engineers and SPERIDES REINERS ARCHITECTS, INC. PlanN: (C300) Paving and Geometric Plan Received January 29, 2015, prepared by BKBM Engineers and SPERIDES REINERS ARCHITECTS, INC. PlanO: (C400) Civil Details Sheet dated Received January 29, 2015, prepared by BKBM Engineers and SPERIDES REINERS ARCHITECTS, INC. PlanP: (C401) Civil Details Sheet Plan dated Received January 29, 2015, prepared by BKBM Engineers and SPERIDES REINERS ARCHITECTS, INC. PlanQ: (C500) Storm Water Pollution Prevention Plan dated Received January 29, 2015, prepared by BKBM Engineers and SPERIDES REINERS ARCHITECTS, INC. 4. Time of Performance. The Developer shall install all required screening and landscaping by July 31, 2017. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 5. Security. To guarantee compliance with the terms of this Site Plan Agreement, the Developer shall furnish the City with a letter of credit from a bank, cash escrow, or equivalent ("security") in the amount of $1,028,329.50. This amount has been calculated at a rate of 110% of SP-2 the actual value of improvement and will be included in the security required by the Development Contract. The City will release the security posted in accordance with the City Code. 6. Notices. 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 registered mail at the following address: MICHEAL HOAGBERG, MANAGING DIRECTOR MISSION HILLS SENIOR HOUSING OWNER, LLC 17550 HEMLOCK AVENUE LAKEVILLE MN 55044 Phone: 952-378-4386 mhoagberg@headwatersdevelopment.biz Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by registered mail in care of the City Manager at the following address: Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, Minnesota 55317, Telephone (952) 227-1100. 7. Other Special Conditions. On February 23, 2015, the City Council adopted the following motion: "The City Council approves the site plan consisting of a 134-unit senior housing apartment and nine twin homes, Planning Case 2015-01 as shown in plans dated received January 29, 2015, and including the attached Findings of Fact and Recommendation, subject to the following conditions: Environmental Resource Conditions: 1. The applicant shall submit a revised landscape plan for approval. The revised plan shall incorporate increased plantings of evergreens and ornamentals along Highway 101 to provide additional screening for the twin homes at the north end of the project site in order to meet minimum bufferyard requirements. Building Official Conditions: 1. The building plans must be prepared and signed by design professionals licensed in the State of Minnesota. A "Code Record" is required (Code Record schematic plans may be same scale as architectural). For "Code Record" information go to MN Department of Labor and Industry website: http://www.dli.nm.gov/CCLD/PlanConstruction.asp. 2. Buildings must be protected with automatic fire suppression systems. 3. An accessible route must be provided to buildings, parking facilities, public transportation stops and all common use facilities. 4. Parking areas, including parking garages, must be provided with accessible parking spaces dispersed among the various building entrances. SP-3 5. Accessible dwelling units must be provided in accordance with Minnesota State Building Code Chapter 1341. 6. The building owner and/or their representatives should meet with the Inspections Division to discuss plan review and permit procedures (in particular, type of construction and allowable area issues must be addressed). Fire Marshal Conditions: 1. A three-foot clear space must be maintained around fire hydrants. 2. "No Parking Fire Lane" signs and yellow painted curbing will be required. Contact Fire Marshal for specifics. 3. Street names are required for the main road entering the project and the loop road serving the twin homes. Street signs shall be installed prior to building construction. Proposed street names must be submitted to Chanhassen Fire Marshal and Chanhassen Building Official for review and approval. 4. Fire hydrants shall be installed and made serviceable prior to combustible construction. 5. Prior to combustible construction fire apparatus access roads capable of supporting the weight of fire apparatus shall be made serviceable. 6. In lieu of a fire lane to the back side of the building, additional fire protection features shall be provided, including but not limited to Class 1 standpipes installed per Fire Department requirements. 7. Provide to Chanhassen Fire Marshal radius turn dimensions for accessing the building. The concern is the center islands for getting fire apparatus to the front doors. Engineering Conditions: 1. The grading plan must show a spot elevation between the two buildings near Infiltration Basin No. 5, to show that water will flow away from both structures. 2. Proposed grades at the northwest corner of the western parking lot must be revised so as not to exceed a 3:1 slope. 3. The following materials are prohibited for retaining wall construction: smooth face, poured - in -place concrete (stamped or patterned is acceptable), masonry, railroad ties and timber. 4. Walls taller than six feet shall not be constructed with boulder rock. 5. Any wall taller than four feet must be designed by a professional engineer licensed in the State of Minnesota. 6. If a wall is taller than six feet, a fence or other barrier would be required to provide separation from any drive or walkway within 10 feet. SP-4 7. The top and bottom wall elevation must be labeled on the southwestern retaining wall. 8. The plans must show names for these streets. 9. The developer's engineer must submit documentation that the street pavement meets a 7-ton design. 10. The plan set shall include turn movements for a fire truck to navigate the medians for entry access to the main building. 11. The developer shall incorporate the recommendations from the traffic study into their plan set. 12. The parking lot aisles must be a minimum of 26 feet wide. 13. Pedestrian ramps shall meet ADA requirements. 14. All water main and sanitary sewer main constructed in this project shall be privately owned and maintained and must meet the city's requirements for public utilities. 15. This parcel has paid the city for one water and sanitary service hook-up. All additional units must pay a water and sanitary service partial hookup fee at the time of final plat. 16. The developer shall work with the Building Department to determine the City SAC and WAC fees for the main building. 17. All work within the MnDOT right-of-way must be approved by MnDOT. 18. A full SWPPP meeting all the requirements of the NPDES permit must be provided to the city for review and approval prior to recording the final plat. 19. The applicant shall evaluate the practicality of implementing, to the "maximum extent practicable," volume -reducing practices including re -use. 20. All swales directing surface flows towards surface water features, including but not limited to storm sewer infrastructure, and off the subject property shall be stabilized within 48 hours of cessation of grading activities. 21. Erosion control blanket shall include the swales in their entirety. 22. The design of the stormwater BMPs shall follow the guidelines of the MN Stormwater Manual unless the City Engineer agrees to a deviation for those guidelines. 23. Pretreatment shall be provided for all filtration basins accepting water from driving and parking surfaces. 24. A planting plan for the filtration features will be required before recording the final plat. 25. Topsoil shall meet, at a minimum, MnDOT specification 3877-2 "Loam Topsoil Borrow." 26. It is the applicant's responsibility to assure that permits are received from all other agencies with jurisdiction over the project. Planning Conditions: 1. The applicant shall work with staff to improve the screening of the southwesterly portion of the site through the use of berming and landscaping. 2. All rooftop and ground equipment must be screened from views. 3. The site is permitted one monument sign facing Great Plains Boulevard. Sign illumination and design shall comply with ordinance." 8. General Conditions. The general conditions of this Site Plan Agreement are attached as Exhibit "B" and incorporated herein. CITY OF CHANHASSEN I VA (SEAL) IMI" STATE OF MINNESOTA ) )ss COUNTY OF CARVER ) Denny Laufenburger, Mayor Todd Gerhardt, City Manager The foregoing instrument was acknowledged before me this_day of 2016, by Denny Laufenburger, Mayor, and by Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. NOTARY PUBLIC .m DEVELOPER: MISSION HILLS SENIOR HOUSING 1 YA STATE OF MINNESOTA ) ) ss COUNTY OF I Michael Hoagberg, Managing Director The foregoing instrument was acknowledged before me this day of , 2016, by Michael Hoagberg, Managing Director of MISSION HILLS SENIOR HOUSING OWNER, a Limited Liability Company, on behalf of the company. DRAFTED BY: City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 (952)227-1100 NOTARY PUBLIC SP-7 CONSENT Owners of all or part of the subject property, the development of which is governed by the foregoing Site Plan Permit, affirm and consent to the provisions thereof and agree to be bound by the provisions as the same may apply to that portion of the subject property owned by them. Dated this _ day of Lo STATE OF MINNESOTA ) ( ss COUNTY OF ) 2016 The foregoing instrument was acknowledged before me this day of 2016, by NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P. O. Box 147 Chanhassen, MN 55317 (952) 227-1100 SP-8 MORTGAGE HOLDER CONSENT TO SITE PLAN AGREEMENT which holds a mortgage on the subject property, the development of which is governed by the foregoing Site Plan Agreement, agrees that the Site Plan Agreement shall remain in full force and effect even if it forecloses on its mortgage. Dated this day of 2016. STATE OF MINNESOTA ) ) ss COUNTY OF ) The foregoing instrument was acknowledged before me this day of 2016, by NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-11 CITY OF CHANHASSEN SITE PLAN AGREEMENT EXHIBIT "B" GENERAL CONDITIONS 1. Right to Proceed. Within the site plan area, the Developer may not grade or otherwise disturb the earth, remove trees, construct improvements, or any buildings until all the following conditions have been satisfied: 1) Site Plan Agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security and fees have been received by the City, 3) the Site Plan Agreement has been recorded with the County Recorder's and Registrar of Titles' Offices of the County where the project is located, and 4) the City Planner has issued a letter that the foregoing conditions have been satisfied and then the Developer may proceed. 2. Maintenance of site. The site shall be maintained in accordance with the approved site plan. Plants and ground cover required as a condition of site plan approval which die shall be promptly replaced. 3. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with site plan development. 4. Erosion Control. Before the site is rough graded, and before any building permits are issued, the erosion control plan, Plan L, shall be implemented, inspected, and approved by the City. The City may impose additional erosion control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion at the Developer's expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and Citys rights or obligations hereunder. No development will be allowed and no building permits will be issued unless there is full compliance with the erosion control requirements. Erosion control shall be maintained until vegetative cover has been restored. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion control, the City will authorize removal of the erosion control measures. 5. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowing materials, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 6. Warranty. All trees, grass, and sod required in the approved Landscaping Plan, Plan C, shall be warranted to be alive, of good quality, and disease free at the time of planting. All trees shall be warranted for twelve (12) months from the time of planting. The City shall retain $3,180.00 of the posted security for landscaping for twelve (12) months following planting to secure the warranties. Provided the landscaping is in the condition required herein following such twelve (12) month period, the City shall release the remaining security to Developer within ten (10) business days of request therefore. 7. Responsibility for Costs. A. The Developer shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from site plan approval and development. The Developer shall indemnify the City and its officers and employees for all costs, damages, or expenses, which the City may pay or incur in consequence of such claims, including attomeys' fees. B. The Developer shall reimburse the City for costs incurred in the enforcement of this Permit, including engineering and attorneys' fees. C. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Permit within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all plat development work and construction. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. 8. Developer's Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is first given notice of the work in default, not less than four (4) days in advance. This Site Plan 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 land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 9. Miscellaneous. A. Construction Trailers. Placement of on -site construction trailers and temporary job site offices shall be approved by the City Engineer. Trailers shall be removed from the subject property within thirty (30) days following the issuance of a certificate of occupancy unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmaster's request. C. Third Parties. Third parties shall have no recourse against the City under this Permit. D. Breach of Contract. Breach of the terms of this Permit by the Developer shall be grounds for denial of building permits. E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Permit is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Site Plan Agreement. F. Occunancv. Unless approved in writing by the City Engineer, no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities tested and approved by the city. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Site Plan Agreement. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Site Plan Agreement shall not be a waiver or release. H. Recording. This Site Plan Agreement shall run with the land and may be recorded against the title to the property. I. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. J. Construction Hours. The normal construction hours under this Site Plan Agreement shall be from 7:00 a.m. to 7:00 p.m. on weekdays, from 9:00 a.m. to 5:00 p.m. on Saturdays, with no such activity allowed on Sundays or any recognized legal holidays. Operation of all internal combustion engines used for construction or dewatering purposes beyond the normal working hours will require City Council approval. K. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly identify in the field and protect from alteration, unless suitable alternative sites are first provided, the two soil treatment sites identified during the site plan process for each lot. This shall be done prior to the issuance of a Grading Permit. Any violation/disturbance of these sites shall render them as unacceptable and replacement sites will need to be located for each violated site in order to obtain a building permit. L. Compliance with Laws. Ordinances. and Regulations. In the development of the property pursuant to this Site Plan Agreement, the Developer shall comply with all laws, ordinances, and regulations of the following authorities to the extent any of the same have jurisdiction over the property's development: 1. City of Chanhassen; 2. State of Minnesota, its agencies, departments and commissions; 3. United States Army Corps of Engineers; 4. Watershed District; 5. Metropolitan Government, its agencies, departments and commissions. M. Proof of Title. Upon request, the Developer shall furnish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers too enter into this Site Plan Agreement. N. Soil Conditions. The Developer acknowledges that the City makes no representations or warranties as to the condition of the soils on the property or its fitness for construction of the improvements or any other purpose for which the Developer may make use of such property. The Developer further agrees that it will indemnify, defend, and hold harmless the City, its governing body members, officers, and employees from any claims or actions arising out of the presence, if any, of hazardous wastes or pollutants on the property, unless hazardous wastes or pollutants were caused to be there by the City. O. Soil Correction. The Developer shall be responsible for soil correction work on the property. The City makes no representation to the Developer concerning the nature of suitability of soils nor the cost of correcting any unsuitable soil conditions which may exist. w moo Z oQ�Q c Q Z V Q w Q M 10 �O=Z ■_ a V gQaQ� O n 0 z S O w w w � � 0 0 T w �O�o� o C) o Q O Z m w OQ Q w�V w V Fw- _ OWNE HEADWATER5 DEVELOPMENT rYPic4L; I 2 3 4 SAY 5 6 0 7 8 G) 9 10 11 12 13 4 5 6 7 S 19 O O O O O 24'-011 4 STORKS TALL SINCxLE STORY` 1755m i-i MJ—OCK 4V Nu 364'-0" 27'-C, Lf-Sq KVILL MN 55044 BUMP OUTS DORMER DORMER MAINROOF �l ARCHITECTUR4L SNINCxLE6 — AT 8i I2 MAIN E�TRY CABLE At 8:12 ARCHITECTURAL SHINGLES DUTCH GABLE'ENp CONTACT: M I p /, AT 4.12 ROOF PITCH ROO! PITCH ' I WI a: 12 GOOF IPITGH ROCJF PIT UH AT a 12 ROOF PITCH B IMP BUTS ' I K-/QNO{H/B��i t ARCHITECTURAL SHINGLES PHONE • (952) 3 / V-`t38(C/ A 4;12 ROOF PITCH EMAIL MNOACBERC a�CN-HOLD INCxSLLC. COM u� of MAIN PItcH ' - ~, HALF OF MAIN ROOF PITCH _- EL. 15I'— 1 It2" � � EL. 151 - l V2 DECORATIVE SOFFIT BRACKETS CONTRACTOR: OR: HORIZONTAL SIDING HORIZONTAL 51DING AND EDGE x V �,. ;: �. ... v is :i i.: _.. � ..i.. .... .a ..0 AND EDGE BOA S �: _ �._ A S AT BUMP UT RD r _ � � � i .. i � „ BO RD 5 O ..... _.. .. i.. .. .. is eF .. 3. ., .. i� ...; ;, '� � ..... ..a ;.,.. .. .,. ... .. .... ... F ......, .... __ .... ._ , .. I s ... ,. ..0 ..a ,....., .... w... „_. .... is � .a. 9. ;: s _v,. .._ �.. �.. ...... ... ..,rr r n ..., a.ai .... ..... .ham w 9 vl'! I : _ .; .. ; I '. ..... ATU P LEVEL rv. i.0 UPPER L ; t .a _rs ,..... .,.. q /^ t INC— -- 00 AN SI LIGHT ENC�EL5M,4 CONSTRUCTION G � PATIOD R D DE „ ... AT1 P 0 DOO AN D I a,_ a._,. rr.a .. .E,..AT HANGING DECK6 ..... . ;.. 51DELIGHT AT .................. , r.. :.:._.... ,7113 31 StAV NU NORTH MANUFACTURED WOODSI ING+ANGING PECK5 �...., � .L. , r L.... .., v... 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L ay.raav :.r_..:... .>._,.._v.ara n....... .. i_..a.�:; a V rn .... .a.3.Z42�a W ST O SHAKOPE� p� J_ � .e...e _.. a�..,'-.. _tr...e.a...._........:...G...:.._.. .. .._:_ 1.3.....irr._.a. a:e _s'fi.....;.a.a..a3;a �'rv...r.:a . ra.i r..a. ;.3__ Lf {r .� .."._:';_Y.'u�an.i'.aa..ar,a;......._.._,.... ....a...a..;a.s...ra.. —._r..s. .a..s.a....M.3........ r � Qs nv,.:.al._rEaa. i➢a,��i. a. a a�u.. a:v... a .a. Ta�....;.....e. .n. 3.._.,..a.: . ..... I _:....x.d.4.!..!..C.mY^...... a.Ca:,rr... .r.. ieFvi' : 4� ti ! � :....._r� .at.. ;:'f .i.:.;r ..a _a...a ,` I, . $a.aa ..._o. M2 R eaa.8 e^�i.. . � ai.Yt��a.Ia.aya.x .v,..�J. mv.x v..'.ha... :... �sn 0 .Ta;!:3 LEVEL WALLSSUITE 22/..�IN BLOOMINGTON, MN 55437 V CONTACT: a a a a Q Q PHONE: (952) 996-9662 s s Lu FAX: (952) 996-9663 ol A MISSION HILLS SENIOR LIVING SITE PLAN It 212 an POURED CONIC. FOOTING CAP UNIT, ADHERE- W/ CONC. ADHESIVE ti MODULAR DRY -SET ROCK BACI ILL FACE CONCRETE RETAINING WALL BLOCK UNITS, COORDINATE m a 12" OF FREE -DRAINING WALL HEIGHT W/ GRADE I \\//\\//� AGGREGATE FILTER FABRIC DRAINAGE AGGREGATE GRADE {• �: / / /\j\\\j //\//\//\//\//\� 4"+ DRAIN PIPE 4 FABRIC SLEEVE \\ \ \ \ \ BACKFILL �j\ III=11=1 IIII1 Imo— UNDISTURBED \�/\ iillliiillliiillliiillli illliiilll EARTH II COMPACTED GRANULAR LEVELING PAD NOTE; SEE STRUCTURAL/CIVIL FOR RETAINING WALL REINFORCEMENT REQUIREMENTS RETAINING WALL DETAIL SCALE: 3/4" = P-0" /— — ALUMINUM FLAGPOLE W/ INTERNAL HALYARD -- STAINLESS STEEL FLASH COLLAR — WATERPROOF COMPOUND 2" DEEP GRADE HARDWOOD WEDGES (4). REMOVE AFTER TAMPING SAND DRY SAND TIGHTLY TAMPED AFTER ALIGNING POLE FOUNDATION SLEEVE HOT DIP GALV. STL. BLACK ASPHALTUM PAINT ON POLE BELOW GRADE CONIC. FOOTING STEEL CENTERING WEDGES (4) �11#A #UWA? STL. SUPPORT PLATE WELDED TO STL. GROUND SPIKE FLAGPOLE SASE SECTION .i! I SCALE: 3/4" = 1'-0" STREET NAMES - I. STREET 'A' HEADWATERS LANE STREET 'B' HEADWATERS CURVE 2. STREET 'A' LAKE SUSAN OVERLOOK STREET 'B' OVERLOOK CURVE 3. STREET 'A' INTERCHANGE OVERLOOK STREET 'B' INTERCHANGE CURVE 4. STREET 'A' OVERLOOK BLVD STREET IV OVERLOOK CURVE 5. STREET 'A' HILLTOP DRIVE STREET FBI HILLTOP CURVE I GENESAL SITE PLAN NOTES: I. BEARING, DIMENSIONS, AND EASEMENTS SHOWN HEREON ARE FOR REFERENCE ONLY. REFER TO PROJECT ALTA/ASCM LAND TITLE SURVEY FOR PROPERTY LEGAL DESCRIPTION AND VERIFICATION OF REFERENCED INFORMATION. 2. ALL AREA5 NOT OTHERWISE NOTED SHALL BE LANDSCAPED. REFER TO LANDSCAPE PLAN FOR ADDITIONAL INFORMATION. 3. G.C. 70 COORDINATE ALL DIMENSIONS WITH CIVIL DRAWINGS. NOTIF'Y ARCHITECT / ENGINEER OF ANY DISCREPANCIES. 4. PROTIECT EXISTING CURBS AND SIDEWALKS (U.N.O.) SITE PLAN K 1'ED NOTES: ® BITUMINOUS PAYING DRIVE WITH CONCRETE CURBS AND GUTTERS - SEE CIVIL ® CONCRETE SIDEWALK, 5'-0" WIDE ® BITUMINOUS WALKING PATH, 5'-0" WIDE ® CONCRETE PATIO ® HANDICAPPED PARKING SIGN, SEE DETAIL 68/A.1 ® HANDICAPPED PARKING SIGN - VAN ACCESSIBLE, SEE DETAIL ( A/AI.I ® 20-0" HIGH LIGHT STANDARD ON CONCRETE BASE, REFER TO PHOTOMETRIC PLAN FOR ILLUMINATION LEVELS. H 4'-0" HIGH LIGHT BOLLARD ON CONCRETE BASE, REFER TO PHOTOMETRIC PLAN FOR ADDITIONAL DETAILS. (DMONUMENT SIGN - GROUND MOUNTED ILLUMINATION, SEE DETAILS I, 2 AND 3 ON SHEET AI.2 FOR MORE INFORMATION O DRY SET RETAINING WALL - SEE CIVIL FOR TOP AND BOTTOM OF WALL ELEVATIONS, PROVIDE 3'49" HIGH GUARDRAIL WHERE REQUIRED PER CODE. OK ANNUALS GARDEN © MANICURED LAIN AREA FOR OUTDOOR ACTIVITY SPACE OM MEMORY CARE GARDEN FENCE O PERENNIALS GARDEN OO OUTDOOR FIfEPIT CONCRETE FILLED STEEL &NO PIPE BOLLARDS W1 POLYETHYLENE © COVERS. COORDINATE COLOR w/ OWNER & ARCHITECT ® FLAGPOLE AND GROUND LIGHT FOR AMERICAN FLAG NOTE: SYMBOL SHALL BE PAINTED WHITE WITH BLUE BACKGROUND. ALL LNES ARE 2 3/4" WIDE. AREA TO BE PANTED BLUE AREA TO BE PAINTED WHITE r INTERNATIONAL 5YM50L OF ACCESSIBILITY SCALE: 1 1/2" = 1'-0" FILL TOP OF PIPE WHITE LETTERS I W/ CONIC., MIN. b" - PARKING BLUE y� /y BACKGROUND WHITE LETTERS '—' NRFnuwEo RFNICIE 1" NOTE "PTO$200FINE FOR VIOLATION H'CAP SIGN — `fl , PARKING BLUE BACKGROUND - REQUIRED AT EACH - VENICLF IN 1i STL. PIPE, vne ACCESSIBLE H.C. ACCESSIBLE REQUIRED FINE `°""$°""°" e PRIME 4 PAINT PARKING STALL. v VAN ACCESSIBLE 6" DIA. Si SIGN REQ'D ONLY a 6" DIA. STL. PIPE 1/2" EXP. MATL. PIPE TYP. AT LABELED STALLS. TYP. AT EA. HNDCP. EA. HNDCP. STALL (PAINT) STALL (PAINT) e CONC.FLOOR 2 SLAB OR APRON 1/2" EXP. MATERIAL 1/2" EXP. MATERIAL DI GRADE GRADE d Xx N N 9 jell+ CONIC. FTG. D e FILL PIPE W/ SAND 'n iIN ` a 16- 14" DIAMETER 14" DIAMETER POURED CONC. POURED CONC. FOOTING, TYP. FOOTING, TYP. 14 O jl_1111 O 11_211 II_/III BOLLARD DETAIL SCALE: 3/4" = 1'-0" HANDICAP PARKING SIGNAGE SCALE: 3/4" = V-0" a a a a a a 0 0 w ci D LF) 01 J1 C ZC L) aNE .. 4 WC� C L1J L1J UJ r� 0 F (/) Lu Z F— Z 110 o ` VIZ W cn I ) < O 7 `/XIT v • SITE PLAN • SITE PLAN DETAILS PROJECT NO: 14-040 DRAWN BY: M.Z. CHECKED BY: E.R. Al *1 F kax) 5 MONUMENT SIGN SECTIONS w4.. • I 2x12 TREATED WOOD JOISTS W/ TAPERED ENDS 2'-6" I'-6" 4'-0" ti CURVED STEEL TUBES M 1,_2„ , 1,_2„ _'l,_ fPF;?ECAST CONC. CAP 9 ALUMINUM TRELLIS FOLLOWS p CURVE _ e CEMENT BOARD -7 SHEATHING B 0 CEMENT BOARD TRIM .� PRECAST °1 CONC. CAP aRI v ALUMINUM GUARDRAIL & ) ` SEE LANDSCAPE PLAN t FOR PLANTING INFORMATION 6" POURED CONC. SLAB ON GRADE I � I I L I` I MEMORI' CARE PATIO FENCE COLUMNS I 2'-6" I �®Yl�Ia�es■.® ENLARGED MONUMENT SIGN FLAN SCALE: 1/2" • 1'-0" ®e L 4x ,TKro4l .� wvvv MK KIMcx BEHIND FINISHED Soo, BETWEEN CMU AND FINISHED SIDING, TYP. 25'-2" AWSLED BRACKETS TO MATCH STYLE ON MAIN BUILDING MONUMENT SIGNAGE 22 SQUARE FEET MIISSION HILL SENIOR LIVING MONUMENT SIGN ELEVATIONS 3" x �6" x 7" W/ (2)1" DIA THRU BOLTS 2x12 TREATED WOOD JOISTS W/ TAPERED ENDS 4'-0" 1 CURVED STEEL TUBES „ x x 2,_2" PL n W/ (2) -1/2" DIA THREADED — RODS EMBED 3" W/ ADHESIVE PRECAST CONC. CAP METAL CAP FLASHING OVER RUBBERIZED ASPHALTIC FLASHING STRIP ATOP CMU WALL 2x TREATED WOOD BLOCKING 8" CMU W/8- #5 VERTICAL W/03 TIES' 8" O.C., LAP 45" CEMENT BOARD SHEATHING e a+ CEMENT BOARD TRIM PRECAST CONC, CAP 4" SMOOTH CMU COURSE, STAGG I6"x24" JUMBO SPLIT FACE CMU, STAGGERED 8" CMU 111/8- #5 VERTICAL 111/03 TIES 9 8" O.G. 3ROUT PIER SOLID PROVIDE 05 HOOKED DOWELS AT VERTICALS, LAP 46" 6'-0" X CONT. FOOTING, IS" THICK W/ 05 a 8" O.C. EW BOTTOM 11 MONUMENT ARCHITECTURAL ELEMENTS MATERIAL TO MATCH BUILDING SIDING IN QUALITY AND COLOR PRECAST CONCRETE CAP BELOW CMU FOUNDATION �- AND POURED CONCRETE FOOTING BELOW MEMCRr CARE PATIO FENCE AND COLUMN ELEVATIONS ALE: 1/2" • 1'-011 ZEATED WOOD W/ TAPERED D 5%. TUBES. RUCTURAL. 6T CAP E CONNECTIONS NISHED 4'XS' IUM LATTICE CEMENT ) SHEATHING CEMENT ) TRIM ST CAP SPLIT FACE )URSE OTH FACE )URSE UM POST uM RAIL i SST CAP E CONNECTIONS NISHED IIJM LATTICE CEMENT SHEATHING CEMENT ) TRIM ST CAP SPLIT FACE )URSE OTH FACE )URSE UM POST Ull RAIL Z zoo aE4H azo O ZCn W LU LLj Lu —� Z 5Z c ` Z w O Z Q () cn V J Q v' (D _ z = V • MONUMENT SIGN DETAILS • PATIO GARDEN FENCE DETAILS PROJECT NO: 14-040 DRAWN BY: M.Z. CHECKED BY: E.R. Al *2 FOUR c� Mi551ON HILLS SENIOR LIVING SITE PLAN SCALE: V • 40'-0" NORTW FLANTING SPECFICaAT10NS- 1. PLANTING BED PREPARATION: ALL MASS PLANTING BEDS SHALL BE TILLED TO A MINIMUM DEPTH OF 10". AMENDMENTS SHALL BE APPLIED AFTER CULTIVATION. 2. 5ACKFILL SOIL: USE SOIL EXCAVATED FROM PLANTING HOLES AND PROVIDE AMENDMENTS. REMOVE ALL DEBRIS INCLUDING ROCKS LARGER THAN 3" DIAMETER. 3. FERTILIZATION: ALL PLANT MATERIALS SHALL BE FERTILIZED UPON INSTALLATION WITH DRIED BONE MEAL OR OTHER SPECIFIED FERTILIZER MIXED IN WITH THE PLANTING SOIL PER THE MANUFACTURER'S INSTRUCTIONS, UNLESS NOTED OTHERWISE. 4. MULCH MATERIAL- ALL PLANTING BEDS TO RECEIVE 3" DEEP SHREDDED HARDWOOD MULCH WITH NO FIBER MAT WEED BARRIIER. ALL EVERGREEN AND DECIDUOUS TREES TO RECEIVE 4" DEEP SHREDDED HARDWOOD MULCH WITH NO MULCH IN DIRECT CONTACT WITH TREE TRUNK. 5. TREE STAKING: IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO STAKE AND/OR GUY THE TREES ACCORDING TO THE DETAILS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO TAKE EVERY STEP NECESSARY TO MAINTAIN THE TREES AND SHRUBS IN AN UPRIGHT AND PLUMB CONDITION AT ALL TIMES UNTIL THE END OF THE PLANT GUARANTEE PERIOD ESPECIALLY WHERE VANDALISM(, SOIL OR WIND CONDITIONS ARE A PROBLEM, Fr. TREE WRAPPING: WRAPPING MATERIAL SHALL BE QUALITY, HEAVY WATERPROOF CREPE PAPER MANUFACTURED FOR THIS PURPOSE. WRAP ALL DECIDUOUS TREES PLANTED IN THE FALL PRIOR TO 12-1 AND REMOVE ALL WRAPPING AFTER 5-1. 7. RODENT PROTECTION: PROVIDE ON ALL TREES, EXCEPT SPRUCE UNLESS OTHERWISE SPECIFIED. 8. PLANTING PLAN: ALL PROPOSED PLANTS SHALL BE LOCATED CAREFULLY AS SHOWN ON THE PLANS. PLAN TAKES PRECEDENCE OVER PLANT SCHEDULE IF DISCREPANCIES IN QUANTITIES EXIST. SPECIFICATIONS TAKE PRECEDENCE OVER NOTES. RESPECT STATED DIMENSIONS. DO NOT SCALE DRAWINGS. 9. ALL PLANT MATERIAL SHALL BE THOROUGHLY WATERED TWICE DURING THE FIRST 24-HOUR PERIOD AFTER INSTALLATION. ALL PLANTING SHALL BE THEN WATERED WEEKLY, OR MORE IF NECESSARY, DURING THE FIRST GROWING SEASON. FLANTING NOTES - I . NO PLANTING TO BE INSTALLED (UNTIL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 2. ALL PLANT MATERIAL LOCATIONS MUST BE REVIEWED AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ANY AND ALL DIGGING. 3. IF THE LANDSCAPE CONTRACTOR PERCEIVES ANY DEFICIENCIES IN THE PLANT SELECTIONS, SOIL CONDITIONS, OR ANY OTHER SITE CONDITION WHICH MIGHT NEGATIVELY AFFECT PLANT MATERIAL ESTABLISHMENT, SURVIVAL, OR GUARANTEE, THEY SHALL BRING THESE DEFICIENCIES TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO INSTALL. 4. ADJUSTMENTS IN LOCATION OF PROPOSED PLANT MATERIALS MAY BE NEEDED IN FIELD. SHOULD AN ADJUSTMENT BE ADVISED, THE LANDSCAPE ARCHITECT MUST BE NOTIFIED. 5. ALL PLANTS To BE INSTALLED AIS PER PLANTING DETAILS. ro. ONE SHRUB PER TYPE AND SIZE IN EACH PLANTING BED AND EVERY TREE SHALL BE CLEARLY IDENTIFIED (COMMON OR LATIN NOMENCLATURE) WITH A PLASTIC TAG WHICH SHALL NOT BE REMOVED PRIOR TO OWNER ACCEPTANCE. 7. WHERE SOD/SEED ABUTS PAVED SURFACES, FINISHED GRADE OF SOD/ SEED SHALL BE HELD 1" BELOW SURFACE ELEVATION OF TRAIL, SLAB, CURB, ETC. S. SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. ON SLOPES STEEPER THAN 3=1 OR IN DRAINAGE SWALES, THE SOD SHALL BE STAKED TO THE GROUND. S. SEED ALL AREAS DISTURBED DUE TO GRADING OTHER THAN THOSE AREAS NOTED TO RECEIVE SOD. 10, REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO THE OWNER. LANDSC,AFE FLAN GENERAL NOTES: I . LANDSCAPE CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS ON PROPERTY WITH THE GENERAL CONTRACTOR AND BY CALLING GOPHER STATE ONE (651) 454-MM PRIOR TO STAKING PLANT LOCATIONS. 2. COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING INSTALLATIONS WITH OTHER CONTRACTORS WORKING ON SITE. 3. WHERE EXISTING TREES AND/OR SIGNIFICANT SHRUB MASSINGS ARE FOUND ON SITE, WHETHER SHOWN ON THE DRAWING OR NOT, THEY SHALL BE PROTECTED AND SAVED UNLESS NOTED TO BE REMOVED AND/OR ARE IN AN AREA TO BE GRADED. ANY QUESTION REGARDING WHETHER PLANT MATERIAL SHOULD REMAIN OR NOT SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO REMOVAL. 4. ALL EXISTING TREES TO REMAIN TO 5E FERTILIZED AND PRUNED TO REMOVE DEAD WOOD AND DAMAGED OR RUBBING BRANCHES. 5. BB TREES AND SHRUBS ARE BALLED AND BURLAPED. 6. NO PLANT MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS APPROVAL IS REQUESTED OF THE LANDSCAPE ARCHITECT BY THE LANDSCAPE CONTRACTOR PRIOR TO THE SUBMISSION OF A BID AND/OR QUOTATION. 7. ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK" AMERICAN ASSOCIATION OF NURSERYMEN. 8. CONTRACTOR IS RESPONSIBLE FOR ON -GOING MAINTENANCE OF ALL NEWLY INSTALLED MATERIALS UNTIL TIME OF OWNER ACCEPTANCE. ANY ACTS OF VANDALISM OR DAMAGE WHICH MAY OCCUR PRIOR TO OWNER ACCEPTANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 9. CONTRACTOR SHALL PROVIDE A WRITTEN REQUEST FOR THE OWNER ACCEPTANCE INSPECTION. 10. WARRANTY FOR LANDSCAPE MATERIALS SHALL BEGIN ON THE DATE OF ACCEPTANCE BY THE LANDSCAPE ARCHITECT AFTER THE COMPLETION OF PLANTING OF ALL LANDSCAPE MATERIALS. NO PARTIAL ACCEPTANCE WILL BE CONSIDERED. I I . CONTRACTOR SHALL GUARANTEE NEW PLANT MATERIAL THROUGH TWO CALENDAR YEARS FROM THE DATE OF OWNER ACCEPTANCE WITH ALL REPLACEMENTS TO BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER. LANDSCAPER To POST BOND, 12. PROVIDE PARK GRADE TREES. 13. ALL AREAS WITHIN PROJECT LIMITS SHALL BE LANDSCAPED WHETHER OR NOT NOTED ON LANDSCAPE PLAN. 14. A LANDSCAPING INSPECTION FEE SHALL BE PAID TO THE CITY AT THE TIME A BUILDING OR OTHER PERMIT IS ISSUED FOR WORK TO BE DONE ON THE SAME PROPERTY AS THE LANDSCAPING WORK, AND AS A CONDITION TO THE ISSUANCE OF THE PERMIT. 15. THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIED STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR REPLACE THE A50YE WHEN DAMAGED. IRRIGATION NOTES: I . LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A SHOP DRAWING ILLUSTRATING AN IRRIGATION PLAN AND SPECIFICATION AS PART OF THE SCOPE OF WORK WHEN BIDDING. THESE SHALL BE �REVIEWED BY THE OWNER PRIOR TO ORDERING. 2. VERIFY EXISTING/PROPOSED IRRIGATION SYSTEM LOCATION. 3. UNLESS OTHERWISE NOTED, ALL SOD AND PLANTING AREAS INDICATED ON PLAN SHALL BE 100%%% IRRIGATED, THE IRRIGATION SHALL INCLUDE THE PUBLIC RIGHT-OF-WAY BETWEEN PROPERTY LINE AND BACK OF CURB WHERE NEW LANDSCAPE IMPROVEMENTS AIRE PROPOSED. 4. IT SHALL BE THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT ALL SOD AND PROPOSED LANDSCAPE PLANTINGS ARE IRRIGATED PROPERLY, INCLUDING THOSE AREAS DIRECTLY AROUND AND ABUTTING BUILDING FOUNDATION. 5. THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE OWNER WITH A WATERING/LAWN IRRIGATION SCHEDULE APPROPRIATE TO THE PROJECT SITE CONDITIONS AND TO PLANT MATERIAL GROWTH REQUIREMENTS. PLAN I6 QUANTITY SYMBOL PPG -CODE PLANT SCHEDULE DECIDUOUS TREES CODE SYM. QTY, SIZE ROOT MATURE SIZE COMMON NAME LATIN NAME REMARKS ASM 0 26 2.5" CAL. 515 50' H x 25' W Autumn Spire Maple Acer Rubrum 'Autumn Spire' STRAIGHT LEADER CH 10 25' CAL. 5b8 40' H x 3V W Common Hackberry Celtla Ocdidentalis STRAIGHT LEADER R5 ® 52 2.5- CAL, 515 4V H x 35' W River Birch Betula Lama STRAIGHT LEADER SW ® 10 2.5- GAL. 588 50H x 40' W Swamp White Oak Quercus 51color STRAIGHT LEADER CONIFEROUS TREES CODE SYM. QTY. SIZE ROOT MATURE SIZE COMMON NAME LATIN NAME REMARKS BHS O :H6' HT. 515 35' H x 20' W Black Hills Spruce Picea Glauca Derwata STRAIGHT LEADER IT IS V HT. 515 15' H x 25" W Ponderosa Pine Pious Porderosa STRAIGHT LEADER ORNAMENTAL TREES CODE SYM. QTY. SIZE ROOT MATURE SIZE COMMON NAME LATIN NAME REMARKS A5 19 12 1.5" CAL. 515 35' H x 20' W Autumn 5rillance Amelanchier Grandiflora STRAIGHT LEADER M 16 1.5" CAL. 515 20114 x 200 W Frairiefire Flowing Crab Malus 'Pralriefire' STRAIGHT LEADER DECIDUOUS SHRUBS CODE SYM. QTY. SIZE ROOT SIZE COMMON NAME LATIN NAME REMARKS GBC 0 44 24" HT POT 5' H x F W Glosay Black Choksberry Aroma Melanocarpa HS O 26 24" HT POT V H x 4' W Hummingbird Summersweet. Clet ra Alnifolia 'Hummingbird' - GD 0 I58 36" HT POT 6' H x 6' W Gray Dogwood Comus Racenosa C55 ® iS 36" HT POT 5' H x 5' W Compact Burning Bush Euonymus Alatus 'Compactus' RN (9 38 IS" HT PDT 2.5' H x 4' W Red Spite Wnterberry Ilex Verticillata Nana' GS ® 18 18" HT POT 2.5- H x 4' W Goldflame SpIrea Spiraea X 5umbalda 'Goldflame' - FPL 0 6 IS" HT POT V H x 3' W Prairie Petite Lilac Syringa Vulgaris 'Prairie Petite' - AC ® 78 18" HT POT V H x 5' W Alpine Currant Rubes Alplmx EVERGREEN SHRUBS CODE SYM. QTY. SIZE ROOT SIZE COMMON NAME LATIN NAME REMARKS TA # 188 24" HT POT 2' H x 4' W TarJrxj Arborvitae %ja Occideftalis TecFny' - BSJ Q 102 24" HT POT 2.5' H x 4' W Blues Star Juniper Juniperus Squamata 'Blue Star' - HJ Q 0 24" HT POT i' H x 4' W Juniper Juiiperus Horizontalls 'Hughes' - JSY ® 70 24- HT POT 2' H x 6' W Ja anew Spreading Yew Taxus Cuspidate PERENNIALS CODE SYM. QTY. SIZE ROOT SIZE COMMON NAME LATIN NAME REMARKS kF 370 1 GAL POT T N x 2' W Feather Reed Grass Calamagrostis X Acutiflora Karl Foerster' YD 154 1 GAL POT T H x I' W Yellow Daylily Hemerocallis GROUND COVER SYMBOL DESCRIPTION REMARKS r r y RANGARDEN SEE NOTE #3 ............ ..... NO -MOW PRAIRIE GRASSES SEE NOTE 04 SOD AREA SEE NOTE 01 5UFF LANDSCAPE ROCK SEE NOTE 02 ' 'a .a •; C SIDEWALKSOJCTE _ BI TI.WMMIi OUS WALKWAYS CONCRETE (PATIOS REMARKS I . ALL SODDED AREAS TO BE IRRIGATED (IRRIGATIION PLAN SHALL BE SUBMITTED TO OWNER AND ARCHITECT FOR REVIEW) 2. BUFF 3" ROCK MULCH OVER LANDSCAPE FABRIC (IS" MIN. WIDTH AROUND 5UILDING). PROVIDE BLACK PLASTIC EDGING BETWEEN ROCK 8 SOD (TYP.) ROCK MULCH SPEC. "RIVER ROCK" 3. SEE 'RAIN GARDEN PLANTING PROFILE' CHART BELOW FOR THE RAIN GARDEN SEED AND PLANT MIX. 4. SEE 'SHORT GRASS PRAIRIE SEED MIX' CHART BELOW FOR THE NO -MOW' PRAIRIE GRASSES SEED MIX. PLAN SYMBOL 16 QUANTITY PPG -CODE SEED MIXTURES RAIN GARDEN PLANTING PRC)FILE A. I RAIN GARDEN EDGES AND SLOPES # NAME SCIENTIFIC NAME 1 BUTTERFLY FLOWER ASCLEPIAS TUBEROSA 2 PURPLE PRAIRIE CLOVER DALEA PURPUREUM 3 FEATHER REED GRASS CALAMOGROSTIS KARL FOERSTER' 4 PURPLE CONEFLOWER ECHINACEA PURPUREA 5 BLACK-EYED SUSAN RUDBECKIA FULGIDA 'GOLDSTRUM' 6 OBEDIENT PLANT PHYSOSTEGIA VIRGINIANUM B. RAIN GARDEN BOTTOMS # NAME SCIENTIFIC NAME I JOEE-PYE WEE EUPATORIUM MACULATUM 2 CARDINAL FLOWER LOBELIA CARDINAL15 3 PINK TURTLEHEAD CHELONE SPP. 4 VIRGINIA BLUEBELLS MERTENSIA VIRGINIATNA 5 SLUITCHGRA55 ' HEAVY METAL' PANICUM VIRGATUM ' HEAVY METAL' C. NOTES NONE. NO -MOW PRAIRIE GRASSES SEED PROFILE A. FORBS C25%) # NAME PERCENT BUTTERFLY WEED I 2.50% SKY BLUE ASTER 2 1.00% WHITE WILD INDIGO 3 3.00% PALE PURPLE COTNEFLOWER 4 6.50% RATTLESNAKE MASTER 5 2.50% WILD QUININE 6 2.50% FOXGLOVE BEARDTONGUE 1 1.00% WHITE PRAIRIE CLOVER 8 1.25% PURPLE PRAIRIE CLOVER 9 2.50% BLACK-EYED SUSAN 10 1.259. HOARY VERVAIN II 1.00% B. GRASSES (7596) # NAME PERCENT I LITTLE BLUESTEM 31.25% 2 SIDEOATS DRAMA 30.00% 3 PRAIRIE BROME 8.7590 C. NOTES 1 • FINAL MIX MAY VARY DEPENDING ON SEED AVAILABILITY. FINAL MIX, INCLUDING COVER CROP AND INERT SEED CARRIER IS TO BE DETERMINED BY A PRAIRIE SEED SPECIALIST AND APPROVED BY THE ENGINEER. w m�z �Q?< Q 0 Q z v 0 w 0 w Q M f v S Z a z,„��z g< < o 2 w _ u O v z Qw�JQ �o 0 o = n 0 w0 <0 Z 01 TQ�3 m-�• -g ~ LLi Q jj W W O Q W w Q wV o 0 Z w cn z O 0 Fit 1--1 ZL) a � N W Cn a o (J) LU L1J fa� F_ Cn 00 0 r Lei • LANDSCAPE PLAN • INSTALLATION DETAILS • PLANT SCHEDULE PROJECT NO: 14-040 DRAWN BY: M.Z. CHECKED BY: E.R. Al.3 Pig,D 15" MIN NOTES THE HOLE FOR PLANTING MUST BE AT LEAST ONE AND A HALF TIMES THE WIDTH OF THE ROOT BALL ALL SHRUBS TO BE PLANTED WITH THE ROOT COLLAR LEVEL OR SLIGHTLY ABOVE GRADE. N w } CONIFEROUS TREE SHRUBS TO SIT ON SUBGRADE MULCH - 3" DEEP SHREDDED BARK (UNLESS NOTED OTHERWISE) LANDSCAPE FABRIC - SEE SPEC. PLANTING SOIL - SEE SPEC, REFER TO PLAN FOR GROUND COVER SUBGRADE CENTERING OF SHRUB IN BED TO TAKE PRECEDENCE OVER DIMENSION FROM EDGE. NOTES: HAND LOOSEN ROOTS OF CONTAINERIZED MATERIAL (TYP.) SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING PLACE ROOT COLLAR AT OR JUST ABOVE FINISHED GRADE DOUBLE STRAND 14 GA. WIRE - 3' 'M 120' INTERVALS (TYP.) 16"POLYPROPYLENE OR POLYETHYLENE (40 MIL, 1-1/2" WIDE STRAP TYP.) 8'-0" STEEL STAKE FLAGGING - ONE PER WIRE ROOTBALL TO SIT ON SUBGRADE MULCH - 4" DEEP SHREDDED BARK (UNLESS NOTED OTHERWISE) PLANTING SOIL - SEE SPEC. SUBGRADE 2" X 2" X 24" WOOD STAKE SET AT ANGLE SOD • ALTERNATE _METHODS. IT 18 THE CONTRACTOR'S 01-TION TO STAKE TREES: HOWEVER THE CONTRACTOR 15 RESPONSIBLE FOR MAINTAINING TREES IN A PLUMB POSITION THROUGHOUT NOTES:'. PERIOD. THE HOLE FOR PLANTING MUST BE - 50TTOM AND SIDES OF • ONE I A HALF TIMES THE WIDTHOF ROOT BALL PRIOR TO PLANTING. ALL TIREES TO BE PLANTED ROOT COLLAR PLACE ROOT COLLAR AT OR JUST LEVEL OR SLIGHTLY ABOVEGRADE.G• . GRADE DECIDUOUS TREE DOUBLE STRAND 14 GA. WIRE - 3' 'a 120' INTERVALS (TYP.) IFi" POLYPROPYLENE OR POLYETHYLENE (40 MIL, 1-1/2" WIDE STRAP TYP.) TREE WRAP TO FIRST BRANCH FLAGGING - ONE PER WIRE ROOTBALL TO SIT ON SUBGRADE MULCH - 4" DEEP SHREDDED BARK �8'-0" (UNLESS NOTED OTHERWISE) STEEL STAKE PLANTING SOIL - SEE SPEC. TOPSOIL SUBGRADE 12 2" X 2" X 24" WOOD STAKE SET AT ANGLE SOD NOTES 18' MIN.' TWO ALTERNATE METHODS OF TREE STAKING ARE ILLUSTRATED IT IS THE CONTRACTOR'S OPTION TO STAKE TREES HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TREES IN A PLUMB POSITION THROUGHOUT THE NOTES- GUARANTEE PERIOD. THE HOLE FOR PLANTING MUST BE AT LEAST SCARIFY BOTTOM AND SIDES OF ONE AND A HALF TIMES THE WIDTH OF THE ROOT BALL HOLE PRIOR TO PLANTING ALL TREES TO BE PLANTED WITH THE ROOT COLLAR PLACE ROOT COLLAR AT OR JUST LEVEL OR SLIGHTLY ABOVE GRADE. ABOVE FINISHED GRADE w w w s m w w w 3j 5110A, u l uo` Y Or10 ....-; � 3+ n / w kb 7 w w m w .b w ^b s w w w ,✓ w w *'J ® w 'W ". o i !! w "f ^> J� ^ri W w w w w •b w 'w w w ,b W / w W ^b w w r 'b DECK w w �J DECK VV\ •y w i 1 w '. vw v w w w 4 .y w w *✓ �". w w �.� w �L w w ONE STORY . b w w w TIWINHOME PATIO VILLA w w , `bl ' w �Y 'b w w � '✓ w .y w w w m .y w N• w w i i i w w w y i i w w r lu Q a 4 r -4k .:; +J 'k W W ^Y w w `b 'Y w w woo '�, ,y O� W •� y _a--.._:i. .. .., w w 4^O •b O� w :. ,'✓ ^b W W w �i w W W .b 4 �i w w 'L W b t7t�*Jl,+'EC',�IAY w w w w w w w w v w W w e v�� t v TYPICAL TOWNNOt"IE VILLA LANDSCAPE PLAN u w v v+ w f- w ..pper� 04iS t j PRAIRIE GRASSES - SEE LANDSCAPE SCHEDULES ON LI-I FOR PLANTING TYPES BASIN OVEMM ELEVATION DAM TWArIENT ELEVATION SEE CIVIL TOPOGRAPHY FOR SLOPES .., O RAIN GARDEN PLUGS FOR + + + + + + + + + + + + + + t + + + + + + t +++}#+ +++++ + ++t \ \' F 4 + + k + + 5 \/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/�\\//\//\/�\\/�\\//\\\\/\\\/\\\\/\\\\\\\ \ TOP SOILS, OF SOIL TYPE a 50�605I SAND ASTM - C33 SOIL B - 1W OF SAND 20-30% TOPSOIL 20-30% COMPOST SOIL C - UNCOMPACTED SUBGR4DE SOIL TYPE B 18 INCHES OF SAND, ASTM - C33 NOTE: NOT GEOTEXTILE FILTER FABRIC COORDINATE RAIN GARDEN FOR RAIN GARDEN SEED MN/DOT 3733 TYPE I (TYP.) SOIL TYPE C CONSTRUCTION DETAILS WITH MIXTURE SEE TABLES ON LMICOMPACTED SUBGRAPE CIVIL DRAWING 2/C2.0. LANDSCAPE SHEET LI.I. ENLARGED SECTION OF TYPICAL RAIN GARDEN LAYOUT AND CONSTRUCTION ENLARGED LANDSCAPE PLAN AT MEMORY CARE GARDEN AND DINING ROOM FORMAL GARDENS IIJ 0 Z w cn J Z 0 'V JJ V C rO Z V rTO. aoE--4 Wz� � w o U w w< Lli F- O LLI Z �/� W z LLJ Q Lf) O Q z =v • PLANTING PROFILES • RAIN GARDEN DIAGRAM • ENLARGED PLANTING BED PLANS PROJECT NO: 14-040 DRAWN BY. M.Z. CHECKED BY: E.R. Al.4 pig � SCALE- 1/8" a 11 _0" ARCHITEGTUF AT'4: I: ,Is. I i l 3 t /l N AND EDGE EOARDS AT UPPER LEVEL PATIO DOOR AND SIDELIGHT AT HANGING DECKS MANUFACTURED WOOD SIDING PANELS AND _ SENIOR LIVING BUILDING NORTHWEST ELEVATION - FRONT CANOPY AND ENTRANCE CANOPY ROOF ARCHITECTURAL SHINGLES AT 6:12 ROOF PITCH T.O. CAt�IOPY DUTCH GABLEEND HANGING DECKS AND RAILINGS AT SUMP OUTS ROCKFAACE MAI — � � —N,MTL `'' FARKIIGE �I4.tITIL `--5ERVICE PLOADING AT EXPOSED LOWER i DOOR OVERHEAR DOOR DOQR 15AY OVERHEAD DOOR LEVEL WALLS ! SENIOR LIVING BUILDING SOUTHWEST ELEVATION - PARKING GARAGE AND SERVICE ENTRANCES L) (K I SENIOR LIVING BUILDING NORTHEAST ELEVATION 6 , 6 � �i 5ING%LE FORT Fc'O ARC14ITECTUP-41L.5HINr, LEO t f Al 4 12 ROOF F ITcH I- AI F OF `IA N;ROOF PITC," "" a 4 , _.— O C OR.1* VE 5OFFIT 3FACKEtE HOI 6ID;NG AND EDGE E0A= AT 5UMF- GJT$ i PATI0, DOOR AND 51DELIGHT AT I -I NGING DECKS t / - --� MANUFACTURED WOOD 510ka I r? � AND EATfENS PANELS HANGW5 DECKS y g'. W 1 �� I��°1.g CIS 14 @ '�� I��Y+�� 0 r . .. J& . C) ZC L) aC Wiz a o v z v W LLJ Cn w F- F-O z z_ o� z zw O Q cn cn o= �z =v • MAIN BUILDING EXTERIOR ELEVATIONS PROJECT NO: 14-040 DRAWN BY: M.Z. CHECKED BY: E.R. A2*0 'z 5INGLE PTORr MEMORY CARE WING DINING ROOM PATIO AND 6ARRFN6 � � 3 aTQRY lUihlGrt &i' 'Bo r i 1 � JK/i�yydi SENIOR LIVING BUILDING SOUTHEAST ELEVATION 3D VIEW FROM THE CURB IN FRONT OF A TWINHOME VILLA RESIDENCE FRONT ELEVATION SIDE ELEVATION i 3D VIEW FROM FROM THE AIR BEHIND A TWINHOME VILLA RESIDENCE REAR ELEVATION 0 m Q Ln Ln Q � � Lli w O O v w w� a OO w z wa cn NN 04 m w o Z 'o G N 0, 0, Z 0` T Q W 04 0` C � N d 0 W O 0, 0o. C 04 �cnmd� w moo QzVO w O�w a V Z gQwQ� Toww� Q��JQ T w 0 w wOoQO vQz � m — w Q d rm 'O o n w 0 z r- 1 Ew-- w Q J 0 D Q J CS� Z O U O V a a a a a a 7 �n 00 ui (>! 0 D N N ol CN 0 Z w cn J J I z O a H H o� Wzz � a o � w w rV cn 00 Z 100 f • MAIN BUILDING EXTERIOR ELEVATION • TWINHOME VILLA ELEVATIONS PROJECT NO: 14-040 DRAWN BY: M.Z. CHECKED BY: E.R. A2*1 p I CLO C-7 3D SITE AERIAL OVERVIEW MAIN BUILDING AERIAL VIEW FROM SOUTHEAST CORNER MAIN BUILDING ENTRY VESTIBULE AND DRIVE UNDER CANOPY 'U z cm Q n Lo W ~ 0 0 w a w Z w Z � w V aZ �04mw cn 10 r Zp�`p= T m� ch O O O P� Z 01 T C L w p. 4 c Gq N 04 O u1 C)O)po. O = X d04-cnma� w maZ Q H Q Z V w 10 a Z �n�vwi�0 C7 0 0 = w O Z 0\ wOo<0 ~ 5a LLj V H ��V V V Z J 0 Z w z O C r aoE per., o w w 00 Z 0 • 3D SITE 0 An cn z z E DEVELOPMENT VIEWS PROJECT NO: 14-040 DRAWN BY: M.Z. CHECKED BY: E.R. MAIN BUILDING AERIAL VIEW FROM THE EAST LOOKING TOWARD HWY 101 A2+2 p I oun N VIEW OF SITE FROM THE MAIN ENTRY DRIVE VIEW OF SITE HIGHWAY 101 JUST PAST SOUND WALL VIEW OF MAIN MONUMENT SIGN ALONG HIGHWAY 101 w mod o<�Q Q Q z v 0 w 0 - w Q M 10 a V gQaQ� O 0 p Q 0 y V ~ Z N Z P ww�Qw w V z CZ 0 Z w cn J J T z O C r O zoo aCH o� Wzz � w o � w w w 00 Z El • 3D SITE 11411 I w Z Z ►3 w coin Q Q v DEVELOPMENT VIEWS VIEW OF SITE FROM THE CORNER OF 86TH STREET WEST AND HIGHWAY 101 PROJECT NO: 14-040 DRAWN BY: M.Z. CHECKED BY: E.R. A2* 3 PIS I TWINHOME DESIGN OPTION #1 TWINHOME DESIGN OPTION #2 TWINHOME DESIGN OPTION LOCATIONS w Q 0 � Z D O cn V V V aaaaaa 00 w(NCN ol N�� z � z 0 zoo ao� wzz � a o � • TWINHOME VILLA DESIGN OPTIONS PROJECT NO: 14-040 DRAWN BY: M.Z. CHECKED BY: E.R. A2*4 Phan "T TWINHOME DESIGN OPTION #3 TWINHOME DESIGN OPTION #4 VIEW OF SITE FROM THE MAIN ENTRY DRIVE VIEW OF SITE HIGHWAY 101 JUST PAST SOUND WALL VIEW OF MAIN MONUMENT SIGN ALONG HIGHWAY 101 VIEW OF SITE FROM THE CORNER OF 86TH STREET WEST AND HIGHWAY 101 w m Z Q Z V Q W Q -E w M �' (n = Z � V gQw�� o cn�v�i w�Q lJ wOoQO z w VgD w Q w w al ,-) % N o z M W N L MW 7 o¢ w F- t aaaaaa oa wCNCN Dol J I z O z 0 zoo a�� Wow azo U) w w LLJ I 00 Z Q O w • 3D SITE DEVELOPMENT VIEWS PROJECT NO: 14-040 DRAWN BY: M.Z. CHECKED BY: E.R. A2*3 Phan K 0 PROPOSED PLAN SYMBOLS CONSTRUCTION LIMITS --------------- SILTATION FENCE X 3E PROPERTY LINE - - - - - - - - - - - - - - (S(gqAWCRRUOoTXXL))INE PROPO u CONTOUR ----- <9>- DRAIN TILE ---i--- STORM SEWER�- RETAINING WALL CATCH BASIN ■ MANHOLE 907.1 \ TO h . 908.�9m' � �b s % 7.8 907.3 TO BTL 90785 7 907 909.0 908.:.HCR 907.4 1 908E BruMNGus 907.6 0 �g 2 __ l9� -9os.1 .9081,6 ° .s BM#1 �� 9 r° c 6 I \ ICONC xso 2 CB <00' 1X 90 4 �� TOP=907.3 p°jT o-�S TC HCR .4 yrV(P) INV=904.6 HYD x 09.6��°��OSp 9087.7 08.2T�908. 12" RCP GO � 00 08.4 CC 07.9 ST S ,�° 908.2 9 ' RCP 910.1�� 9 3 O�� TC �A CBS SI TO TC RQ 9� .2 Tc C � x912 0 908.9 Ice 9908.5 Q 10 a 908.7 910.6 RO 9p ,9 �O To I o ti� 909. 69'0 Q' o-W \5� &,z / 9Wsr3 00 908.5 909 2 CAs v FLARED END SECTION ��4� 911.1 `slo.7 �� oz 7.8 4 d'O,R �o� cPOF �os.7 FLARED END SECTION I Goo rc 10_o e xs1 .6J1017 5,/`� WITH RIPRAP / V g2 EROSION CONTROL APPROXIMATE DISTURBED AREA S �^ 10 �ey6 FLWON 2 °9 49 s BLANKET TEMPORARY 8.64 ACRES �) Tc.e *91 2 s1o� �-°--iJ �i y��i B� 15 s 's'��'z �P0 � s�o,1 (TEMPORARY) / 5 If/67.1 �Il 908. \ 9 EROSION CONTROL Q5v / Lz / 7 Imo, 2 sl10c BLANKET PERMANENT i'� B.V9. 4.70 z \\ s s s, l06 \ J Sus ti�Jsn'0 N �' TW 1 0 r Z 4 TW 13.00 xso9.e \ HYD ROCK CONSTRUCTION � TO / TO � o�FO^ I.s \ a/ BW 0 .0 4 _ 2 BW 08.0 s 611 9p `°�_ TO TICS 91 Tc ENTRANCE x xs11.6 e 0s o �/ 2 7� \ 910.6 DRAINAGE FLOW ARROW �� 9122 JQ-� 5 0 7 �\ c'1 OLS� Tc 91a6 xs1o.2 RETAINING WALL SPOT TO G 911.3 9�` GF' TW 13.00 I I1,5 1d \ T�. Tc O ',gq 4.5 4.5�:. / ELEVATION yy1 1 lT GF, �J BW 13.00 yo q\ F90.°9T�911. /$ P�5 10.E �� 0 2.0 �/ PROPOSED / T/ \ 5 Q.3 - 126 9120 GO 911.5 0\J� �9\ 2 9.7 84 I 4 d TN A *910.8(9�100.6 SPOT ELEVATION ��+ � � TCV 9106 TOP10 8 6SOIL BORING293.Pwv=a "6 SB-i J 1450 I 5 P, It W 13.00 10.6sPs. n * 909.4 * 9 .4 x 90 .I AREA AREA WASHOUT wosAREEA \ 9iz.a /0 990��5�` 9c1.7 s /- i\ PROP i W 08.00y°° 2 9 "e-z ° oe�'�e° / /. 13. Y1 50 B G 4.7 E D F I E . i.y. " 3 �111 M"c k 91 / 15.7 _ TW 13.00 0.6 y 6 *NOTE: CONSTRUCTION LIMITS ARE ANTICIPATED x 913.1 / ® 's //4.5 / 13.7 BW 13.00 "�lo \ 5i ti -s1o.._ .910- TO BE PROPERTY LINE UNLESS OTHERWISE _� '\ TO a/ p "13.70 G / SHOWN. � fl 5^ R T11.�/ 4.7 11 \ 913.3 �Qy. NOTE: rc s STORM SEWER INLETS NOT SHOWN ON PLAN MAY / .� nT `sl1 7/ / Q 9 PR 4.5 s 13.10 RECEIVE RUNOFF FROM CONSTRUCTION ACTIVITIES. (� � 15.0 S.5 INSTALL INLET SEDIMENT PROTECTION PER DETAIL 9 3 z z TO // q,1 B 182 B 9 �i 2 7.0 X 2/C400 ON ALL STORM INLETS THAT MAY RECEIVE � J 1 �•� //= 1� a � 5.5 9 0-_ dJ 14.66 x� / � 3 3 RUNOFF. s zs �O� s1 2 -3'91 6.2 � -. *91 cl.s /slz.z 91 6e.6 7.5 4 - 9+6.1 5,7 / 4.7 / ; s 4.2 D NG 3.7 Tea / 4 � 6.0 / / 5.9 3 91L9 � gy B / 15.0 7 91 914,50 / /Tc / / / 14 6.50 17.7 9 - 5.5 \ 7 914.=911.5'25 / / /°; x918. ' 8. 7.QQ `9ra-.+ -� / 41Q7 I I 2 TC INV=90 J / 912.3// /SjO *919.3 O 4.1 / 91G1sr1z.4 19.5�7 9/ ' 4 // 7.5 ® G /co c a ti ////// j ° 16.7 15.5 9 1916.00 / 6 9129 /6// y 9142 µo TIC / //9-0.1 PRO OS "s20,8 BUIL 2/ FFE' ce 20.17.2 P//-�/ / / x9211 9.3 .sz1.s P P \o / 9iz TO TNOV=9020 s� \ zo. 9.5 s �G � 91z' / 913.2 / rc ��//// F AK N sz CIO / R A �- 7 3 914.3 /�� ig s2� :92STR 0' 1 23.4 /912-5 1 f ////� 15 // • sz3� ' y' 9 � is 8.5 18.7 OS 7.5 T_e z / If 914.4 TO / // STRM _ -�� B G23.0/ TO / / \ N3 / / i 3 9 4.4 2 919.VU x 922.4 922 % M / '. �ls1 ill 911.4 h112924.8 9I61 FIELD / 1.2 It 924 2.0 ti� szs. 1.9 TC \ �26 T� // 1 - 2 1.7 % TO g/�129 / / II / 7 / x 9 5.6 2.3 W 21.DD * 92 J 914.7 `9zs.s � �e 4'ca STRM h ll /P=912.D �J 914.9 INV_974 =9Fa 4..2 3.6 --- - 3.43.1 3.4 - / 1 9T3/2 n� , 1 <.9 y 2.7 3-3,- e� o 3.7 1 _ / III It 915.1 �j- _7j x92c�� 4.0 ,9 kY 4.0 �/s11.7 I p' -10 � wry° 6 \ TO �91a.o/ 13,.7 // ` 1 °9z:3.2 .:, 4.3 T / .,923.7 / o x�19.s11119� / / 1 szs 1.6 - - _ 913.5 1 / 9/f� 17 1 9�9.6 7.- 2.1 Q 7 __ _ TQ' / / 9.3 915.4 / TC 0 / ' / 1 A 92 - 4 / 2.7 3.5 4.3 - ---- * 925/Y x 924.4 I j 1 - TO Q v 4.5 ^ll 4.0 3.7 1 p 1 111 919.01 x2 1 - =92a.6 ryI 19 / YET ` - \ I 9j4.4 2.6 _ 924.4 4.D 9 3.5 3.4 II9.� �91612 s1s.6 7�' °j _ \ 3.6 '.� _ 4.5 ' - - " PROPOSED�IJIF,DING 4.5 0 - 1 913.9 � �22 FFE 924.50 * 923 a �3.7 �/9229 / s2 �-9135500 4.5 / a R #24 *917/9/� 2 4 4.1 i TO 914. '� \ 13.60 }' _ �ers / \ '9. --- 3.9 2.8 26 I 14° u\ / m 1 1 1 - ls^5.y Is.o 13.4 _ - - - --- - 1� I 1 °�I x914.1 4 `�`y.4, ego-9 xsls.l 4.' 3.3 2 916.0- Tc 12RTcP - - 13 0 / / /zg- _ _ 4.0 .1 Sf s i � o A _�1 TOP-913.9 12.7 - \ _ i 4 5 4.2 x \ 3.3 J INv=9110 1 w 914.a / 1 - BOT= 944 . 91 : "- -_<' - --- 1 4.0 , 4.5 916.3 TC ., � Tc •191s.1 12.3 __13.10 � r.'l. �I, i _-. 3. 3.7 0 1a.7 4 STRM-#` 916.4 Z rc [/ 11.86 _ TO j / y s �I,7 �. -- \fC\ _ '`.�`"�z - - _-. s 3.3 e 3.4 4.0 . \ , si6.7 3.5 4.0 / 2 r,. 1 i 3.� / / 2.9 "913.3\ �\ 4.0 3.4 1 s: �� 91i �s19.a 91 _ T --A\ E LS- -F-I € L 3.0 2.8 2.8 91a-9 \ 917 7 3.1 6 .2 - 91s.x \ 2.7 v T� 91s.s Ts( 6 ST #.� °-� ,SIR M 1 " \STRM #16 2.9 6 3.2 1 1 91 9 Y 4.3) 7.2 FIL'f`CyN-BffiIN"- , 3.2 04 \ •\_.. - \ \ \ 4.0 33.2 19.9 s l 19.504 9.90 \ 1 1 2.6 `Y 1 -90 �44- 141.10 sZ'6.., .��09 a 2.6 _ 'T ` IT x 1� 9117.0 \ s I 1 1 2 - VT 0;! 962,0¢�. / 'd1 STRM 1 4.5 3.7 a 91�4 - -- - - 2 3.9 - 3 2.6 x91o. -�1a � A �V 1 1 Tc / e1s. 1 I 1 I -a--- -�--- � �4.9 _"_. � / - \ `913.e 917A i 1 I I 1 1 / 1 . STRM0.6 r. ,_ 220.3 I TO * 9 6.3 gg o de�a a �/ 9 \ s s 98 I II I I I I I I -'�.� . 16.6 r = 2.4 - - 919 1.0 917.4 16 I .0 a w C \ ,n 1�e 'Il 9.2 0.0 9.4 0.50.4 sh\�' 4 � 9.0 o 3 - 4 I - W 22.00 - �`' 4- z 917.0 NIL, -- TC7.7 \9169 / Um `� I `IPa-'-'Q%%J =895.3 i-8.9Jr-. - 190.4 9 "` 30" R P 1 I BJ�4:8 � - -- - - - - - `77l 18.59 _ 2 - �1��.�-�-_- _ - TW 18. - / TW 19.04 0 6 _ _ - J.906.: BW 11.5 ,� BW 10.00 910.3 . Q.2 °'w 7 9 d1� \� \ \� 9[I�g ._ -%-1 A- �-- .�'fi�k_ ._ =@5_. _ _ _ _ _ __ -�'l (}'-- _ - J- ,. 09.5 . 909.3 c eT7.5 O s �D\Ego °_.-=se_ _- r - - - - - - - - _ 9; -. -- _ - _ 911.1 G R .4 S S TC TO TL S17 9 -' _ _ 918.1 918.2 \\yI 'l`�91 _. _ -• - - .` 9 -- -_�H- ,o T__ - :,1J16.9- _ _.x-91 tr9'.. ' _ . _- -c91 _� .' 914� „ 915 ¢ / _ . 9T3 -_n 910.8 918.0 917.9 . 9TIC CI iCB.,X °' �XiS`i-T\�= _--5�/�:--- =fz'- _ .- WQQD-WAL♦"._ BTL BTL 917.8 917.3 }�. '-9%4- - �9i wW --9/6- - Wwg�_"N �aWI� �Wwfl-. __ ewe --were - u _-WWBi _ �- -. §N-2 --9 1s- 9177 TCBOX " 9ai: 9W RoJ-.9J-b6_- 17G=91S.S- --91 7.5_ 9IZ0_ 9.LZ4- -9}q-y �418.4i 9_ _- �_x 916`.8 -- HCR \\`xIo918 0 �� TCS -.___. '�- - CONC 91a.2 51 b.4 wiwe ------ 920 1? eW9B-i- -9i,4- -9-/� ^�E.a--" 7,-�Is.1� \�s15.4 TC TO ---•919-7- 918.c'� 1 9181 WWB �� 9178 917. TRUNK HIGHWA Y N0 212wwa A n T F-) I/ P I I T n F- A/ A A �D I A -1 1, 1 1 T I 7 1 V I I v LJ \_/ I I V I\ 7 r � I \,j I v v/--v 1 L-/-\ I I I 1,_ I CB TOP=913.9 INV-89L5 s 910.2 vti c � TC s O FF�C 91 3 1 �910� KEYED NOTES KEYED NOTES ARE DENOTED BY NO ON PLAN. �1 INSTALL ROCK CONSTRUCTION ENTRANCE. REFER TO DETAIL 1/C400. �2 INSTALL SILT FENCE USING ORANGE FABRIC, REFER TO DETAIL 4/C400. ❑3 INSTALL INLET SEDIMENT PROTECTION. REFER TO DETAIL 2/C400. ® INSTALL MN/DOT 3885 CATEGORY 2 TEMPORARY STRAW FIBER EROSION CONTROL BLANKET. INSTALL MN/DOT 3885.2B.5 CATEGORY 1 TURF REINFORCEMENT MAT. ADDITIONAL PERIODIC MAINTENANCE MAY BE REQUIRED AT OVERFLOW AREAS. © FILTRATION BASIN AND WATER QUALITY TREATMENT PONDS ARE TO BE CONSTRUCTED AT THE BEGINNING OF GRADING OPERATIONS. FILTRATION BASINS ARE TO BE ROUGH GRADED AND SURROUNDED WITH SILT FENCE PER DETAIL 4/C400. REFER TO DETAIL 2/C100 FOR FILTRATION BASIN CROSS SECTION. CONSTRUCTION TRAFFIC IN FILTRATION AREAS IS NOT ALLOWED AFTER AREA HAS BEEN EXCAVATED. IF AREA BECOMES COMPACTED, LOOSEN SOIL WITH MECHANICAL TILLER PRIOR TO FINAL STABILIZATION. FILTRATION AREAS ARE NOT APPROVED BORROW SITES AND ARE NOT TO BE USED FOR TEMPORARY SEDIMENT BASINS. CONTRACTOR SHALL ENSURE THAT BASINS INFILTRATE AT A MINIMUM RATE OF I -INCH PER HOUR USING A PERCOLATION TEST ON ALL BASINS BEFORE FINAL ACCEPTANCE. PERCOLATION TEST SHALL BE SIGNED BY A REGISTERED GEOTECHNICAL ENGINEER AND SUBMITTED TO THE CITY AND ENGINEER FOR REVIEW BEFORE FINAL APPROVAL. APPROXIMATE LOCATION OF TEMPORARY CONTAINED CONCRETE WASH OUT BIN. REFER TO THE MINNESOTA'S NPDES/SDS GENERAL STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY FOR MORE DETAILS. SELF CONTAINED CONCRETE WASHOUTS ON CONCRETE DELIVERY TRUCKS IS AN ACCEPTABLE ALTERNATIVE TO ON -SITE CONTAINMENT. REFER TO DETAIL 3/C400. © SAWCUT AND REMOVE DRIVE ENTRANCE AND CURB IN ITS ENTIRETY. REFER TO SHEET C300 FOR PROPOSED REPLACEMENT CURB. FOLLOW ALL CITY AND COUNTY STANDARDS AND SPECIFICATIONS. �9 REMOVE EXISTING TREE IN ITS ENTIRETY, INCLUDING STUMP. Fes- I c 1 c B 9TC.3 o9.ssAN 909.6 GRADING NOTES: •9io TOP= v=eazs s 1. THE CONTRACTOR SHALL VISIT THE SITE, REVIEW ALL CONSTRUCTION DOCUMENTS AND FIELD VERIFY THE EXISTING 9v� 908.8 CONDITIONS PRIOR TO BIDDING. NO ADDITIONAL COMPENSATION WILL BE GIVEN FOR WORK THAT COULD HAVE BEEN 2 �C rc IDENTIFIED BY A SITE VISIT OR CONSTRUCTION DOCUMENT REVIEW. 09.4 908,7 �13 9%9s�3' 2. THE BACKGROUND INFORMATION WAS PREPARED BY SUNDE LAND SURVEYING. CONTACT LEONARD F. CARLSON AT (952) 911 V (i 881-2455. To8.9 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN THE LOCATION OF ALL EXISTING UTILITIES. THE CONTRACTOR \Ch 9 9.a 9 \ \s09.2 SHALL VERIFY THE LOCATION, ELEVATION AND MARK ALL EXISTING UTILITIES 48 HOURS BEFORE CONSTRUCTION STARTS. !.,,91o.z THE ENGINEER, ARCHITECT OR OWNER DOES NOT GUARANTEE THAT ALL THE UTILITIES ARE MAPPED, OR IF MAPPED, / ARE SHOWN CORRECTLY. CONTACT GOPHER ONE AT 651-454-0002 FOR FIELD LOCATING EXISTING UTILITIES. CONTACT UTILITY OWNER IF DAMAGE OCCURS DUE TO CONSTRUCTION. W 905.7 4. PROTECT ALL EXISTING STRUCTURES AND UTILITIES WHICH ARE NOT SCHEDULED FOR REMOVAL. 905.8 W W 5. NOTIFY CITY BUILDING INSPECTOR BEFORE TRENCHING AND EXCAVATION WORK COMMENCES, THE CONTRACTOR SHALL WATER OBTAIN ALL APPLICABLE PERMITS PRIOR TO START OF CONSTRUCTION. 905.6 6. ALL SPOT ELEVATIONS SHOWN AS 17.65, FOR EXAMPLE, ARE TO BE UNDERSTOOD TO MEAN 917.65. P�w9 5.6 7. ALL SPOT ELEVATIONS ALONG THE CURB -LINE INDICATE THE ELEVATION OF THE GUTTER, UNLESS NOTED OTHERWISE. 8. NO LANDSCAPED SLOPES ARE TO EXCEED 3:1 (3 FEET HORIZONTAL TO 1 FOOT VERTICAL) UNLESS NOTED OTHERWISE. 9. ACCESSIBLE PARKING AREAS SHALL NOT HAVE SLOPES IN ANY DIRECTION THAT EXCEED 2%. 10. PROVIDE POSITIVE DRAINAGE FROM BUILDINGS AT ALL TIMES. 11. UPON COMPLETION OF THE GRADING AND UTILITY WORK, THE DEVELOPER SHALL CERTIFY THAT ALL GRADING AND UTILITY WORK WAS PERFORMED IN ACCORDANCE WITH THE APPROVED GRADING AND UTILITY PERMITS. AN AS -BUILT GRADING AND UTILITY PLAN SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND DISTRIBUTION. / 12. PRIOR TO ISSUANCE OF BUILDING PERMITS, ALL NECESSARY EROSION CONTROL DEVICES MUST BE IN PLACE AND FUNCTIONING. THE CITY (AND WATERSHED) WILL INSPECT THE SITE TO DETERMINE ITS SUITABILITY FOR BUILDING ACTIVITIES. IF THE PUBLIC UTILITIES HAVE NOT BEEN INSTALLED AT THIS POINT, IT MAY BE NECESSARY TO WITHHOLD BUILDING PERMITS FOR VARIOUS LOTS TO ALLOW THE CONTRACTOR ADEQUATE SPACE TO PERFORM THIS WORK. 13. ALL DEBRIS CREATED IN THE PROCESS OF CLEARING AND GRADING THE SITE SHALL BE REMOVED FROM THE SITE. Tr/ THIS INCLUDES TREES AND SHRUBS. UNDER NO CIRCUMSTANCES SHALL THIS TYPE OF MATERIAL BE BURIED OR BURNED ON THE SITE. 14. THE INTENT IS TO STRIP AND SALVAGED TOPSOIL FOR POTENTIAL RE -SPREADING ON THE SITE, IF APPROVED BY THE LANDSCAPE ARCHITECT AND/OR SPECIFICATIONS. (SIX INCHES OF TOPSOIL - AFTER COMPACTION - SHALL BE 0) 0' D' 0'- RE -SPREAD PRIOR TO SEEDING AND MULCHING. EXCESS TOPSOIL MAY BE REMOVED FROM THE SITE PROVIDING THERE o.cc. o.c. IS ADEQUATE TOPSOIL REMAINING TO PROPERLY FINISH THE SITE AS NOTED ABOVE. THE TOPSOIL STRIPPING, L/ STOCKPILING AND RE -SPREADING SHALL BE DONE IN ACCORDANCE TO, AND NOTED ON, THE APPROVED GRADING PLAN S VARIES AND SPECIFICATIONS. THE CONTRACTOR SHALL REFER TO THE LANDSCAPE DRAWINGS AND SPECIFICATIONS FOR ANY / SPECIAL TOPSOIL OR PLANTING REQUIREMENTS. SOIL SURFACES COMPACTED DURING CONSTRUCTION AND REMAINING 4-INCHES OF FILTRATION MIX PERVIOUS UPON COMPLETION OF CONSTRUCTION MUST BE DECOMPACTED THROUGH SOIL AMENDMENT AND/OR RIPPING RAIN GARDEN TO A DEPTH OF 18 INCHES 'WHILE TAKING CARE TO AVOID UTILITIES, TREE ROOTS AND OTHER EXISTING VEGETATION PLANTS PRIOR TO FINAL REVEGETATION STABILIZATION. S �.Oe 15. ALL GRADING OPERATIONS SHALL BE CONDUCTED IN A MANNER TO MINIMIZE THE POTENTIAL FOR SITE EROSION. �OpF �.N `' - EROSION CONTROL MEASURES SHALL BE INSTALLED TO PREVENT SEDIMENT FROM RUNNING OFF ONTO ADJACENT SEE PLAN FOR PROPOSED ELEVATION �- PROPERTIES. ANY DAMAGE f0" ADJACENT PROPERTIES MUST BE CORRECTED AND RESTORED AS SOON AS PERMISSION V�✓�✓ IS GRANTED FROM THE ADJ6ICENT PROPERTY OWNER(S). -- = 16. IF CONSTRUCTION OF THE SITE WORK PROCEEDS THROUGH THE WINTER MONTHS, ANY DISTURBED AREAS OUTSIDE THE 1� BUILDING FOOTPRINTS ARE TO BE MINIMALLY STABILIZED PRIOR TO MARCH 1, AS FOLLOWS: AREAS PLANNED TO 24 - =GEOTE1 RECEIVE PAVEMENTS ARE TO HAVE CLASS 5 BASE INSTALLED; ALL OTHER DISTURBED AREAS ARE TO BE SEEDED, FABRIC MN FILTER FABRIC MN/DOT 3733 STRAW MULCH PLACED, AND DISC -ANCHORED. TYPE 1 (TYP) 17. WINTER MULCHING: -1=1=III III1 III III -III III -III III=1 r UNCOMPACTED 17.A. SNOW MULCHING SHALL BE DEFINED AS MULCH MATERIAL SPREAD OVER THE TOP OF SNOW SO THAT HE MULCH DRAIN TILE 4" SUBGRADE MELTS THROUGH THE SNOW AND STICKS TO THE EXPOSED SOILS. 17.B. FROZEN GROUND MULCHING SHALL BE DEFINED AS MULCH MATERIAL SPREAD OVER FROZEN GROUND. MULCH FROM BOTTOM OF 20 INCHES IMPORTED CUSTOM MIXED MATERIALS THAT DO NOT REQUIRE DISC -ANCHORING INTO THE SOIL MAY BE PLACED WITHOUT MODIFICATION. ORGANIC COMPOST, AND AND 5% IRON ON SPACED 10' O.C. ACROSS BASIN SOIL BLEND OF SAND, 16 INCH PERFORATED DRAIN TILE MULCH MATERIALS THAT REQUIRE DISC -ANCHORING MAYBE ANCHORED WITH HYDRAULIC SOIL STABILIZERS OR MAY FILINGS. PLACE IN 12-15" LIFTS, HAND BOTTOM OF BASIN BE FROZEN TO THE SOIL BY APPLYING WATER, AT A RATE OF 2000 GALLONS PER ACRE, OVER THE MULCH AS A TAMPED. SUBMIT MIX DESIGN SHOP SUBSTITUTION FOR DISC -ANCHORING. DRAWING FOR APPROVAL. 18. RETAINING WALLS AND APPROPRIATE SAFETY FENCING ALONG THE TOP OF WALLS ARE TO BE DESIGNED AND CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER. SUBMIT RETAINING WALL SHOP DRAWINGS TO PROJECT TEAM PRIOR TO NOTE: CONSTRUCTION. REFER TO ARCHITECTURAL PLANS FOR 19. THE CONTRACTOR SHALL LIMIT THE DISTURBED AREA AS MUCH AS POSSIBLE. RAIN GARDEN PLANTINGS, FILTRATION MIX 20. IF NECESSARY, CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING. CONTACT THE CITY OF CHANHASSEN 24 HOURS SHALL BE 4-INCHES SINGLE SHRED IN ADVANCE OF ANY DEWATERING ACTIVITIES. HARDWOOD MULCH WITH NO WEED MAT, EROSION CONTROL NOTES: 1. ALL EROSION CONTROL FACILITIES SHALL BE INSTALLED PRIOR TO ANY SITE GRADING OPERATIONS. THE CITY ENGINEERING DEPARTMENT AND WATERSHED DISTRICT MUST BE NOTIFIED UPON COMPLETION OF THE INSTALLATION OF 2 FILTRATION BASIN DETAIL THE REQUIRED EROSION CONTROL FACILITIES AND PRIOR TO ,ANY GRADING OPERATION BEING COMMENCED. THE C �� NOT TO SCALE CONTRACTOR IS RESPONSIBLE TO SCHEDULE A PRE -CONSTRUCTION GRADING MEETING ON -SITE WITH THE CITY AND WATERSHED DISTRICT. IF DAMAGED OR REMOVED DURING CCNSTRUCTION, ALL EROSION CONTROL FACILITIES SHALL BE RESTORED AND IN PLACE AT THE END OF EACH DAY. 2. ANY EROSION CONTROL FACILITIES DEEMED NECESSARY BY THE CITY OR WATERSHED; BEFORE, DURING OR AFTER THE GRADING ACTIVITIES, SHALL BE INSTALLED AT THEIR REQUEST. -' ly 3. NO DEVIATIONS SHALL BE MADE FROM THE ELEVATIONS SHOWN ON THE APPROVED GRADING PLAN, WITHOUT PRIOR APPROVAL FROM THE CITY. 4. FOR SITES GREATER THAN 1.0 ACRE, AS REQUIRED BY THE IMPCA PERMIT REQUIREMENTS, THE PERMIT APPLICANT MUST KEEP AN EROSION CONTROL INSPECTION LOG. INSPECTION MUST BE MADE ONCE EVERY SEVEN DAYS AND WITHIN 24 HOURS AFTER EVERY RAIN EVENT. THE INSPECTION RECORD MUST BE MADE AVAILABLE TO THE CITY AND WATERSHED WITHIN 24 HOURS OF REQUEST. 5. FLOWS FROM DIVERSION CHANNELS OR PIPES (TEMPORARY OR PERMANENT) SHALL BE ROUTED TO SEDIMENTATION ---------------------J-- ------ BASINS OR APPROPRIATE ENERGY DISSIPATERS TO PREVENT TRANSPORT OF SEDIMENT TO OUTFLOW TO LATERAL I } } + } } + CONVEYORS AND TO PREVENT EROSION AND SEDIMENTATION WHEN RUNOFF FLOWS INTO THESE CONVEYORS. 6. SITE ACCESS ROADS SHALL BE GRADED OR OTHERWISE PROTECTED WITH SILT FENCES, DIVERSION CHANNELS, OR DIKES AND PIPES TO PREVENT SEDIMENT FROM EXITING THE SITE VIA THE ACCESS ROADS. SITE -ACCESS ROADS/DRIVEWAYS I TOWNHOME SHALL BE SURFACED WITH CRUSHED ROCK WHERE THEY ADJOIN EXISTING PAVED ROADWAYS. 7. SOILS TRACKED FROM THE SITE BY MOTOR VEHICLES OR EQUIPMENT SHALL BE CLEANED DAILY FROM PAVED ROADWAY SURFACES, OR MORE FREQUENTLY IF REQUESTED BY CITY OR WATERSHED, THROUGHOUT THE DURATION OF � II II II 1I I CONSTRUCTION. 8. DUST CONTROL MEASURES SHALL BE PERFORMED PERIODICALLY WHEN CONDITIONS REQUIRE AND/OR AS DIRECTED BY THE CITY OR WATERSHED. 9. ALL EROSION CONTROL MEASURES SHALL BE USED AND MAINTAINED FOR THE DURATION OF SITE CONSTRUCTION. IF DRAINAGE SWALE (TYP.) CONSTRUCTION OPERATONS OR NATURAL EVENTS DAMAGE OR INTERFERE WITH THESE EROSION CONTROL MEASURES, I WITH 2.0% AND 5.0% MAX. GRADE THEY SHALL BE RESTORED TO SERVE THEIR INTENDED FUNCTION AT THE END OF EACH DAY OR AS SOON AS FIELD LOW ACCESS. I AL LOW L ------------- 10. ALL CONSTRUCTION AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED AS SOON AS POSSIBLE. ANY AREAS WHICH HAVE BEEN PNISHED GRADED OR AREAS THAT HAVE BEEN DISTURBED AND FOR WHICH GRADING OR I SITE BUILDING CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY SHALL BE SEEDED AND MULCHED AS SET FORTH IN THE FOLLOWING PARAGRAPHS WITHIN 48 HOURS: TOWNHOME A. ALL SEEDED AREAS SHALL BE EITHER MULCHED AND DISC -ANCHORED OR COVERED BY FIBROUS BLANKETS TO PROTECT SEEDS AND LIMIT EROSION. TEMPORARY STRAW MULCH SHALL BE DISC -ANCHORED AND APPLIED AT A UNIFORM RATE OF NOT LESS THAN TWO TONS PER ACRE AND NOT LESS THAN 80% COVERAGE. B. IF THE GRADED AREA IS ANTICIPATED TO BE RE-DISTURBED/DEVELOPED WITHIN SIX MONTHS, PROVIDE A ` TEMPORARY VEGETATIVE COVER CONSISTING OF MINNESOTA DEPARTMENT OF TRANSPORTATION (MNDOT) SEED --------------------- ---------- MIXTURE 21-111 (OATS), OR 21-112 (WINTER WHEAT), AT A RATE OF 100 POUNDS PER ACRE. I T V R A PERIOD GREATER THAN SIX MONTHS PROVIDE A � LOCATION OF C. IF GRADED AREA WILL NO BE DEVELOPED FOR FLOW DIVISION SEMI -PERMANENT VEGETATIVE COVER OF SEED MIXTURE MNDOT 22-112 AT A RATE OF 40 POUNDS PER ACRE. DGRADES LINE -VARIES `WTH ROAD GRADES D. GRADING BONDS OR THE EQUIVALENT SECURITIES SHALL BE RETAINED UNTIL TURF HAS GERMINATED AND PLAN SURVIVED A 60-DAY GROWING PERIOD. E. ALL AREAS THAT WILL NOT BE MOWED OR MAINTAINED AS PART OF THE ULTIMATE DESIGN WILL BE PERMANENTLY RESTORED USING SEED MIXTURE MNDOT 25-141 AT A RATE OF 59 POUNDS PER ACRE. F. UNLESS SPECIFIED ELSEWHERE WITHIN THE CONSTRUCTION DOCUMENTS (I.E. ARCHITECTURAL SITE PLAN OR LANDSCAPE PLAN), PERMANENT TURF RESTORATION SHALL CONSIST OF MN/DOT SEED MIXTURE 25-131 (COMMERCIAL TURF GRASS) AT A RATE OF 220 POUNDS PER ACRE. U SPECIFIED N nnoLOT G. WHENEVER OTHER EROSION AND SEDIMENT CONTROL PRACTICES ARE INADEQUATE, TEMPORARY ON -SITE ELEVATION OF SEDIMENT BASINS THAT CONFORM TO THE CRITERIA FOR ON -SITE DETENTION BASINS SHALL BE PROVIDED. HIGH FRONT TOWNHOME 11. RUNOFF SHALL BE PREVENTED FROM ENTERING ALL STORM SEWER CATCH BASINS PROVIDING THEY ARE NOT NEEDED LOT CORNER ELEVATION OF REAR I LOT CORNER DURING CONSTRUCTION. WHERE STORM SEWER CATCH BASINS ARE NECESSARY FOR SITE DRAINAGE DURING 7 -s MIN. CONSTRUCTION, A SILT FENCE OR SEDIMENT PROTECTION DEVICES AS DETAILED SHALL BE INSTALLED AND MAINTAINED FINISHED FLOOR 2Oi MIN AROUND ALL CATCH BASINS UNTIL THE TRIBUTARY AREA TO THE CATCH BASIN IS RESTORED. \qX• 12. GRADING ACTIVITIES PROPOSED TO BEGIN AFTER OCTOBER 15 WILL REQUIRE AN APPROVED PHASING SCHEDULE. THE I 2% MIN TO 5% AREA OF LAND THAT THE CITY WILL ALLOW TO BE DISTURBED AT THIS TIME OF YEAR WILL BE SEVERELY LIMITED. THE MAx. swALE GRADE CITY WILL ALSO REQUIRE ADDITIONAL EROSION CONTROL DEVISES, I.E., TEMPORARY SEDIMENT BASINS, DORMANT SETBACK DEPTH of HousE SEEDING AND HIGH RATES OF APPLICATION OF BOTH SEED AND MULCH. 13. FILTER BLANKET AND RIPRAP SHALL BE INSTALLED ON THE DOWNSTREAM SIDES OF ALL STORM SEWER OUTLETS 24 HOURS AFTER CONSTRUCTION AS INDICATED AND DETAILED. ALL RIPRAP SHALL BE INSTALLED WITH A FILTER ELEVATION MATERIAL MEETING THE MNDOT SPECIFICATIONS FOR RIPRAP AND FILTER MATERIAL. 14. EROSION CONTROL FACILITIES SHALL BE INSTALLED AND MAINTAINED AROUND THE PERIMETER OF ALL LAKES, PONDS AND WETLANDS WITHIN OR ADJACENT TO THE AREA TO BE GRADED UNTIL THE TRIBUTARY AREA TO THE LAKE, POND 3 LOT BENCHING DETAIL ROUGH GRADING OR WETLAND IS RESTORED. NOT TO SCALE 15. TO MINIMIZE EROSION, ALL 3:1 SLOPES SHALL BE COVERED WITH A MN/DOT 3885 CATEGORY 2 STRAW EROSION C OO CONTROL BLANKETS OR STAKED SOD. 16. ACCUMULATION OF ALL SEDIMENT OCCURRING IN STORM SEWERS, DITCHES, LAKES, PONDS AND WETLANDS SHALL BE REMOVED PRIOR TO, DURING AND AFTER COMPLETION OF GRADING ACTIVITIES. 17. EROSION CONTROL ITEMS AND DEVICES SHALL BE REMOVED ONLY AFTER THE AREA HAS RECEIVED FINAL STABILIZATION OR AS DIRECTED BY THE CITY AND/OR WATERSHED. OF 4ANHAS lE �EC7-P,Er) AN 2 9 2U15 ^I IgP!H� "�SEi`i PW^INIPi � OC.�'e' 40' 20' 0 40' 80' SCALE 1" = 40' RETAINING WALL NOTES: 1. ALL TOP AND BOTTOM ELEVATIONS CORRESPOND TO THE RESPECTIVE GRADE ELEVATIONS ON EACH SIDE OF THE WALL. 2. THE BOTTOM ELEVATION IS THE ELEVATION OF THE LOW-GRADE SIDE OF THE WALL, NOT THE TOP ELEVATION OF THE BURIED BLOCK COURSE. 3. ALL RETAINING WALLS SHALL HAVE PROTECTIVE FENCING AT THE TOP WHERE THE VERTICAL HEIGHT EXCEEDS 30 INCHES. REFER TO ARCHITECTURAL AND LANDSCAPE PLANS AND SPECIFICATIONS. 4. MODULAR BLOCK RETAINING WALL SHALL BE DESIGNED AND CERTIFIED BY A MINNESOTA LICENSED PROFESSIONAL ENGINEER. DESIGN CALCULATIONS AND SHOP DRAWINGS SHALL BE SUBMITTED TO THE OWNER AND ARCHITECT PRIOR TO CONSTRUCTION OF WALL. WALKWAY NOTES: 1. GRADING CONTRACTOR IS TO COORDINATE WITH PAVING CONTRACTOR SO THAT ALL STEPS AND LANDINGS ARE SLOPED PER CODE. 2. ALL SIDEWALK LONGITUDINAL AND TRANSVERSE SLOPES ARE TO BE PER CODE. ctV] U H H U f-t W A W r Ln O Q a 0 pV 2: O Lu z wa Z Ln 4 M W N v z�10 mw 0 0` V xx C~`Jrn�e LOv LU 0 z OR R 30-4 :E04cl n o o W O rn a of - > �cnmd� my m r e= d N Q I�IIIIII��II N N O O I Lo E _ o 3 Lo Y O zo 0 mza4 C�N07G x �N W w W Nmv o =" za CI ocZoCO� -a z w MW 0 c � o o E x='` ti r ra- �rt�o.ww m C E E o-If � z w Z N w N w .a- z O d�?oo 0 FE0Uwn 0 cz �ooQ � Z w w Z ~ � 0 4 x � < w Z T m LL w Z W 1y OF- Q N H w O Z Y p m v v aaaaaa w" ON a ON a V Z ^J 1..-L O Z W O C) LI Z O Z (y) z LILn z LLI O o< W Z Q ♦� av PROJECT NO: 15139 DRAWN BY: KAB/SJH CHECKED BY: KAM GRADING, D RAI NAG E, AND EROSION CONTROL PLAN C100 Iran LIIIIIIIII. PROPOSED PLAN SYMBOLS CONSTRUCTION LIMITS PROPERTY LINE - - - SAWCUT LINE----------- (APPROX.) SANITARY SEWER > WATER PIPE DRAIN TILE ---�--- STORM SEWER >- RETAINING WALL FIRE HYDRANT GATE VALVE N CLEANOUT • CATCH BASIN ■ REDUCER 0 MANHOLE FLARED END SECTION WITH RIPRAP IR DESIGN w v COMPACTED m d BACKFILL N o' o > < UNDISTURBED SOIL z a_ WATERMAIN w w SEWER INVERT ELEVATION V. 915.50 TIE TO TEE W/ MIN. OF TWO 3/4" DIA. RODS *NOTE: CONSTRUCTION LIMITS ARE ANTICIPATED 8" SEGMENT TO BE PROPERTY LINE UNLESS OTHERWISE CONCRETE BLOCK 8" SEGMENT SHOWN. CONCRETE BLOCK ABBREVIATIONS BLDG Building BM Bench Mark CB Catch Basin CONC Concrete DIP Ductile Iron Pipe ELEV Elevation EX Existing FEE Finished Floor Elevation INV Invert MAX Maximum MH Manhole MIN Minimum PVC Polyvinyl Chloride RCP Reinforced Concrete Pipe RED Reducer RD Roof Drain 0 NOTE: PIV SHALL MEET ALL STANDARDS OF LOCAL FIRE DEPARTMENT 3 POST INDICATOR VALVE C200 NOT TO SCALE / ,j STRM #6 / o 22 / 0 Si 916.61 • 911.25 f 23 1 STRM I I 26 STRM #4 23 � 22 _ r� 0 ------ I °oe_ 1 I i 20 STRM #3 I1 I 1 1 --I--�------�--� I \\ FLTRATION BASIN 1 �� \ \ H11L 90 .44 \ \ - -a----- �H I \ \ DT INV. 9 2.00 20 \\u I \ \ 1 -- \\ �--- --STRM #? � \ \�--------------- 27 I � #1 O #7 L #11 �7 #12 ° STRM #13 WOOD WALL STRM #1 0 PRO S B FFE 2.0 t3 A �xNV ON 908. INV. 4.70 -/� i PROPOSED FW 400 i PRPROM13 • SSWR #5 J #4 STRM #8 0 3 0 aP�© 919.00 NV. 917.42 25 N V. 917.42 25 V. 917.42 25 AV. 917.42 25 25 25 918. 2 25 NV. 918.68 25 NV. 919.00 1 UTILITY PLAN C20 1 =40 r 12V1 3 4 :7 14.50 RIPRAP WATER SEE DETAIL KEYED NOTES KEYED NOTES ARE DENOTED BY NO ON PLAN. U ❑ CONNECT TO EXISTING 8-INCH SANITARY SEWER STUB. INVERT IS BELIEVED TO BE 887.00. FOLLOW ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. �+ ❑INSTALL 2-45 DEGREE BENDS TO RAISE SANITARY SEWER AS INDICATED IN THE SANITARY SEWER TABLE. ❑3 INSTALL 8" X 4" WYE FOR PROPOSED TOWNHOME SERVICE CONNECTION. REFER TO DETAIL 8/C400. ® STUB 4-INCH SANITARY SEWER SERVICE TO WITHIN 5-FEET OF z PROPOSED BUILDING. COORDINATE EXACT LOCATION AND INVERT i..� ELEVATION NTH MECHANICAL CONTRACTOR PRIOR TO THE START OF W CONSTRUCTION. 40' 20' 0 40' 80' ❑ STUB 8-INCH SANITARY SEWER SERVICE TO WITHIN 5-FEET OF W PROPOSED BUILDING. COORDINATE EXACT LOCATION AND INVERT A ELEVATION 'NTH CONSTRUCTION. MECHANICAL CONTRACTOR PRIOR TO THE START OF SCALE 1� = 40'?A w © CONNECT TO EXISTING 8-INCH WATER STUB. FOLLOW ALL CITY OF a CHANHASSEN STANDARDS AND SPECIFICATIONS. UTILITY NOTES: INSTALL 8" X 6" TEE. FOLLOW ALL CITY OF CHANHASSEN STANDARDS 7 1. COORDINATE SERVICE CONNECTION LOCATIONS AT THE BUILDING WITH THE AND SPECIFICATIONS. MECHANICAL CONTRACTOR PRIOR TO CONSTRUCTION. NO ADDITIONAL � ® INSTALL 8" X 8" TEE. FOLLOW ALL CITY OF CHANHASSEN STANDARDS COMPENSATION WILL BE ALLOWED FOR UNCOORDINATED WORK. `O AND SPECIFICATIONS. Q 2. ALL SERVICE CONNECTIONS WITH LESS THEN 5 FEET OF COVER OVER THE Z ❑g INSTALL 6-INCH GATE VALVE PER DETAIL 12/C400. FOLLOW ALL CITY TOP OF PIPE ARE TO BE INSULATED. INSULATION SHALL BE INSTALLED FROM a 0 Ov OF CHANHASSEN STANDARDS AND SPECIFICATIONS. THE CONNECTION OF THE SERVICE AT THE BUILDING TO THE POINT WHICH O w Z � 0 THE SERVICE ATTAINS 5 FEET OF COVER. CONTRACTOR SHALL OBTAIN Y z 1p INSTALL 8-INCH POST INDICATOR VALVE PER DETAIL 3/C200. z N a z ❑ FOLLOW WRITTEN PERMISSION FROM ARCHITECT OR ENGINEER PRIOR TO INSTALLATION z ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. OF INSULATION. to cl M w N b 11 INSTALL FIRE HYDRANT WITH GATE VALVE PER DETAIL 10/C400. FOLLOW 3. PROTECT ALL EXISTING STRUCTURES AND UTILITIES WHICH ARE NOT Z '0 10 0 = m G ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. SCHEDULED TO BE REMOVED. O 1Y INSTALL CORPORATION STOP PER DETAIL 11/C400. FOLLOW ALL CITY OF 4. ALL SEWER AND WATER CROSSINGS SHALL HAVE A MINIMUM VERTICAL w 0 Z 01 P � zd CHANHASSEN STANDARDS AND SPECIFICATIONS. a SEPARATION OF 1.5 FEET AND HORIZONTAL SEPARATION OF 10 FEET. FOLLOW ,3 � K cn 0 13 STUB 1.5-INCH TYPE K WATER SERVICE TO WITHIN 5-FEET OF ALL HEALTH DEPARTMENT AND CITY OF CHANHASSEN AND CARVER COUNTY p LU O Off, a PROPOSED BUILDING. COORDINATE EXACT LOCATION AND INVERT STANDARDS. o � O ELEVATION WITH MECHANICAL CONTRACTOR PRIOR TO THE START OF a z J = X CONSTRUCTION. 5. ALL WATER MAINS SHALL BE C900 PVC UNLESS NOTED OTHERWISE. N m a LL ❑INSTALL 8-INCH 22 1/5-DEGREE BEND WITH THRUST BLOCKING. FOLLOW 6. ALL WATER SHALL HAVE A MINIMUM DEPTH OF COVER OF 7.5 FEET 14OVER TOP OF WATER MAIN. ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. INSTALL 6-INCH 45-DEGREE BEND WITH THRUST BLOCKING. FOLLOW ALL 7. PROVIDE THRUST BLOCKING ON ALL WATER MAIN PER CITY OF CHANHASSEN. 15 CITY LL CHANHASSEN STANDARDS AND SPECIFICATIONS. PROVIDE MECHANICAL JOINT RESTRAINTS ON ALL BENDS, VALVES, TEES, PLUGS AND HYDRANT LEADS. 1B INSTALL 8" X 6" REDUCER. FOLLOW ALL CITY OF CHANHASSEN 8. SANITARY SEWER PIPING SHALL BE PVC SDR 35 UNLESS NOTED OTHERWISE. STANDARDS AND SPECIFICATIONS. STUB 8-INCH FIRE PROTECTION SERVICE TO WITHIN 5-FEET OF 9• STORM SEWER PIPING SHALL BE REINFORCED CONCRETE PIPE (RCP), UNLESS 17 PROPOSED BUILDING. COORDINATE EXACT LOCATION AND INVERT NOTED OTHERWISE. ALL 12-INCH THROUGH 18-INCH RCP STORM SEWER PIPE ELEVATION NTH MECHANICAL CONTRACTOR PRIOR TO THE START OF SHALL BE CLASS RCP PIPE LARGER THAN INCH SHALL CLASS 3 \ CONSTRUCTION. UNLESS NOTED OTHERWISE. PIERWISE. ALL STORM SEWER PIPE THAT IS EXTENDED TO THE BUILDING FOR ROOF DRAIN SERVICES IS TO BE PVC, SCHEDULE 40. 18 STUB INCH DOMESTIC WATER SERVICE TO WITHIN 5-FEET OF 10. ALL FLARED END SECTIONS ARE TO HAVE TRASH GUARDS, ALL DOWNSTREAM PROPOSED BUILDING. COORDINATE EXACT LOCATION AND INVERT FLARED END SECTIONS SHALL HAVE GEOTEXTILE FABRIC AND RIPRAP PER ELEVATION MATH MECHANICAL CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. MNDOT STANDARDS, AS DETAILED. 1g CORE DRILL EXISTING CATCH BASIN TO RECEIVE 6" PVC DRAIN TILE. 11, CONTRACTORS ARE TO COORDINATE ALL WORK WITH GAS, ELECTRIC, ❑ INVERT OF DRAIN TILE SHALL BE 904.70.INSTALL 6" UPSTREAM CLAMP TELEVISION AND TELEPHONE COMPANIES PRIOR TO START OF CONSTRUCTION. "CHECKMATE VALVE" OR APPROVED EQUAL 12. ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10-FEET OF INSTALL DRAIN TILE FOR FILTRATION BASIN AS SHOWN ON PLANS. REFER THE BUILDING OR WATER SERVICE LINE SHALL BE TESTED IN ACCORDANCE 20 WITH MN PLUMBING CODE. TO 2/C100. x 13. ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GAS 21 INSTALL FLARED END SECTION WITH RIP RAP PER DETAILS 15/C400 AND TIGHT OR WATER TIGHT IN ACCORDANCE TO MN PLUMBING CODE. APPROVED Co 1/C401. RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATER TIGHT (IIIIIIII CONNECTIONS TO MANHOLES, CATCH BASINS, AND OTHER STRUCTURES. -a N E - INSTALL DRAIN TILE AT LOW POINT CATCH BASIN PER DETAIL 12/C401 GROUT RINGS ARE AN ACCEPTABLE ALTERNATIVE. CEMENT MORTAR JOINTS ( I Zo U N o ARE PERMITTED ONLY FOR REPAIRS AND CONNECTIONS OF EXISTING LINES 0) v v E 23 INSTALL PERIMETER DRAIN TILE FOR BELOW GRADE STRUCTURES ONLY. CONSTRUCTED WITH SUCH JOINTS. TII I � L'Of1 0 N .0 d9 REFER TO DETAIL 10/C401. PROVIDE SOLID PIPE AND WATER GHT I m Z co 0*'CONNECTIONS TO 10-FEET OF EITHER SIDE OF ALL WATER CROSSINGS y ob @s PER AN PLUMBING CODE. w W 5,N t E E UTILITY NOTES FOR WORK IN PUBLIC RIGHT-OF-WAY: 44 LOCATION OF PROPOSED ROOF DRAIN LEAD. REFER TO STORM SEWER z �? o o ci n d c TABLE FOR INVERT ELEVATIONS AND PIPE SIZES. COORDINATE EXACT 1, FOLLOW ALL CITY OF CHANHASSEN AND CARVER COUNTY STANDARDS AND m N "cno _ o n LOCATION AND INVERT ELEVATION WITH MECHANICAL CONTRACTOR PRIOR SPECIFICATIONS. z a)E TO THE START OF CONSTRUCTION. w M W C0 c_ 0 " x 2. PRIOR TO CONSTRUCTION, CONTRACTORS ARE TO COORDINATE ALL WORK `I 25 LOCATION OF PROPOSED ROOF DRAIN DOWNSPOUT COLLECTOR. REFER WITHIN RIGHT OF WAY AND OBTAIN ALL APPLICABLE PERMITS. 5 u_ W o < o TO DETAIL 13/C401. ALL STORM ROOF DRAIN DOWNSPOUT COLLECTORS Oa€w SHALL BE 8-INCH SCH 40 PVC UNLESS NOTED OTHERWISE. COORDINATE EXACT LOCATION AND INVERT ELEVATION NTH MECHANICAL CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. m o 26 INSTALL SUMP CATCH BASIN PER DETAIL 9/C401. 0 Q d0 10 27 INSTALL OUTLET STRUCTURE PER DETAIL 2/C200. N LL 10 1/8" BARS - 3" O.C. n PROVIDE 4 - 1/2" SS ANCHOR i DIPPED GALVANIZED IN 2 SECTIONS SEE DETAIL ��1/4"Ox 1 1/4" FLAT STL. � (4) 1/2" - 13 UNC HEX HEAD STAINLESS STL. BOLTS 1/2" SMOOTH RIND. STOCK WITH NUTS AND WASHERS 3 1/2" O.C. BOTH WAYS ~~~~III (2) 1/4" X 1 1/4" FLAT NOTES: 1. GRATE TO BE MADE IN (2) PIECES 2. ALL METAL SHALL BE HOT -DIPPED GALVANIZED. STORM SEWER STRUCTURE TABLE STRUCTURE STRUCTURE NEENAH RIM INVERT ID DIMENSION CASTING ELEVATION ELEVATION(S) PIPE LENGTH, DIAMETER, SLOPE & NEXT UPSTREAM STRUCTURE (INCHES) TYPE STRM #1 18" FES NA 896.25 N = 895,00 49 L.F. OF 12" RCP @ 0.51%, STRM #2 STRM #2 48" CBMH SEE DETAIL 2/C200 906.00 S N = 895.25 = 894.67 -------- 16 L.F. OF 12" RCP @ 0.63%, FILTRATION BASIN #1 DRAIN TILE STRM #3 24" FES NA 906.33 N = 904.00 25 L.F. OF 24" RCP @ 0.31%, STRM #4 S = 904,08 SE = 908,02 62 L.F. OF 15" RCP @ 1.00%, STRM #11 *STRM #4 48" CBMH R-3067 919.19 N = 906.99 61 L.F. OF 15" RCP @ 1.50%, STRM #5 NE = 907.83 83 L.F. OF 12" RCP @ 1.00%, LOADING DOCK ROOF COLLECTION SYSTEM S = 907.90 STRM #5 48" CBMH R-3067 911.31 N = 907,90 133 L.F. OF 15" RCP @ 3,50%, STRM #6 E = 909.00 66 L.F. OF 12" RCP @ 5.40%, BUILDING DRAIN TILE STRM #6 48" CBMH R-3087 920.00 S SE = 912.55 = 912.55 -------- 33 L.F. OF 15" RCP @ 1.99%, STRM #7 NW - 913.20 - STRM #7 48" CBMH R-3067 920.57 NE = 913.20 229 L.F. OF 15" RCP @ 1.00%, STRM #8 S = 915.78 67 L.F. OF 12" RCP @ 0.99%, NE ROOF COLLECTION SYSTEM WEST HALF SW = 915.50 -- STRM #8 48" CBMH R-3067 920.83 S = 916.75 95 L.F. OF 12" RCP @ 3.14%, NE ROOF COLLECTION SYSTEM EAST HALF N = 915.75 46 L.F. OF 12" RCP @ 0.99%, STRM #9 STRM #9 48" CBMH R-3067 920,70 S NW = 916.20 = 916.20 30 L.F. OF 12" RCP @ 0.99%, STRM #10 STRM #10 24" X 36" R-3067 920.40 SE = 916.50 -------- CB NW = 908.64 -------- STRM #11 48" MH R-1733 914.34 S = 908,89 68 L.F OF 12" RCP @ 4.25%, STRM #12 E = 908,97 17 L.F. OF 12" RCP @ 1,02%, ROOF DRAIN #1 STRM #12 48" MH R-1733 917.41 N E = 911.77 = 911.77 18 L.F. OF 12" RCP @ 1.01%, STRM #13 STRM #13 48" MH R-1733 919.19 W E - 911.95 = 911.95 108 L.F. OF 12" RCP @ 1.00%, STRM #14 W = 913.03 -------- STRM #14 48" MH R-1733 922.88 NW = 918.79 35 L.F. OF 12" RCP @ 3.51%, STRM #16 E = 913.03 19 L.F. OF 12" RCP @ 1.01%, STRM #15 STRM #15 48" CBMH R-2535 922.22 W E = 913.22 = 913,22 -------- 47 L.F. OF 12" RCP @ 1.00%, SE ROOF COLLECTION SYSTEM STRM #16 27" CB R-2535 922.93 BE = 920.02 -------- STRM #17 24" FES NA 910.08 S = 906.70 30 L.F. OF 18" BOB @ 0.40%, STRM #18 *STRM #18 48" CBMH R-3067 912.87 N SW - 906.82 = 906.92 -------- 82 L.F. OF 12" RCP @ 0.40%, STRM #19 NE = 907.25 -------- STRM #19 48" CBMH R-2535 912,08 E = 909.38 4 L.F. OF 12" RCP @ 1.03%, FILTRATION BASIN #4 DRAIN TILE SE - 907.35 165 L.F. OF 12" RCP @ 1.00%, FILTRATION BASIN #3 DRAIN TILE STRM #20 12" FES NA 908.70 E = 906.70 27 L.F. OF 12" RCP @ 1,50%, STRM #21 *STRM #21 48" CBMH R-3067 911.00 W SE = 907.10 = 907.10 30 L.F. OF 12" RCP @ 1.33%, STRM #22 STRM #22 24%36" CB R-3067 910.33 NW = 907.50 -------- STRM #23 8" FES NA 918.77 W = 917.50 80 L.F. OF 8" PVC @ 1.00%, SW ROOF COLLECTION SYSTEM STRM #24 8" FES NA 918.77 N = 917,50 56 L.F. OF 8" PVC @ 1,36%, NW ROOF COLLECTION SYSTEM *PROVIDE SUMP CATCH BASIN. REFER TO DETAIL 9/C401. SANITARY SEWER STRUCTURE TABLE STRUCTURE STRUCTURE DIMENSION NEENAH CASTING RIM INVERT PIPE LENGTH, DIAMETER, SLOPE & NEXT UPSTREAM STRUCTURE ID (INCHES) TYPE ELEVATION ELEVATION(S) EXISTING STUB SSWR #1 AND 45 NA 887.73 SW = 887.00 21 L.F. OF 8" PVC @ 90.28%, SSWR #2 DEGREE BEND SSWR #2 45 DEGREE BEND NA 901.76 NE SW = 901.03 = 901.03 -------- 107 L.F. OF 8" PVC @ 1,00%, SSWR #3 SSWR #3 48" MH R-1733 914.25 NE SW = 902.10 = 902.20 -------- 213 L.F. OF 8" PVC @ 2.06%, SSWR #4 SSWR #4 48" MH R-1733 920.50 HE S = 906.58 = 906.68 151 L.F. OF 6" PVC @ 1.07%, SSWR #5 SSWR #5 48" MH R-1733 911.75 N S = 908.30 - 908,4 110 L.F. OF 6" PVC @ 1.01%, BUILDING CONNECTION (INV. 908.50) �n> 00 D C1 O �0(U w 21 F K J 0 �O��wd z 0 Cl w w 0 w Q Z 0 TBD wz w Dz� _ LU www�(7� �- =c�i1w0 K � Z V V aaaaaa U_i a (N M 6 CO 01 01 Z J 0 Z WIll- 0 v ' O U) w 7Z Z O z Ln z w O Q v , L1J �r Z v PROJECT NO: 15139 DRAWN BY: KAB/SJH CHECKED BY: KAM UTILITY PLAN C200 PROPOSED PLAN SYMBOLS CONSTRUCTION LIMITS - - - - PROPERTY LINE - - - - RETAINING WALL ' HEAVY DUTY BITUMINOUS PAVEMENT CONCRETE PAVEMENT/SIDEWALK SEE LANDSCAPE PLANS FOR PAVEMENT DETAILS FLAT CURB AND GUTTER PEDESTRIAN CURB RAMP ACCESSIBLE PARKING SYMBOL C SIGN q I PARKING STALL COUNT 2 *NOTE: CONSTRUCTION LIMITS ARE ANTICIPATED TO BE PROPERTY LINE UNLESS OTHERWISE SHOWN. 7 Eel u 0 ABBREVIATIONS BLDG Building BM Bench Mark CONC Concrete ELEV Elevation EX Existing FIFE Finished Floor Elevation LIFE Lower Floor Elevation MAX Maximum MIN Minimum R Radius TYP. Typical MNMUTCD Minnesota Manual on Uniform Traffic Control Devices 7 PROFUmp PROMG STRM #17\ / 9 0 7 0 \. 0 i 2 30.0 E i 01 / PROPO B 9 0 7 ❑2 ' 24.0' 24.0'•:: < 18.0, 0 PROPO 5.5' 1 BU 2 i 11 7 P 0 s 7 G 916.00 WOOD WALL a 5.0' 13 131s: TRUNK H/GHWA Y NO 212 7 n. 0 WEARING COURSE PER MN/DOT TACK COAT PER MN/DOT 2357. 2360 SPWEA240 CLASS 5 AGGREGATE (10% CRUSHED), NON -WEARING COURSE PER PER MN/DOT 3138 COMPACTED TO AT MN/DOT 2360 SPNWB230 LEAST 100% STANDARD PROCTOR DENSITY. 1.5" 1.5" 6" MIN. 24" MIN. 4" DRAIN TILE PLACED AT LOWPOINTS -III-III-III-I 1=1 AND AT CATCH 12" MIN. BASINS III=III=III-III=III=III=III-II SELECT GRANULAR SUBBASE, SCARIFY AND RECOMPACT PER MN/DOT 3149.2132 SUBGRADE TO AT LEAST COMPACTED TO A MINIMUM OF 100% STANDARD PROCTOR 100% STANDARD PROCTOR DENSITY -PROOF ROLL PER MAXIMUM DRY DENSITY. MN/DOT 2111 FAT ARING COURSE PER MN/DOT TACK COAT PER MN/DOT 2357. 0 SPWEA240 CLASS 5 AGGREGATE (10% CRUSHED), NON -WEARING COURSE PER PER MN/DOT 3138 COMPACTED TO AT MN DOT 2360 SPNWB230 / LEAST 100% STANDARD PROCTOR DENSITY. 2" 12" MIN. n 24" MIN. " DRAIN TILE PLACED AT - LOWPOINTSAND T _--III-III-III BASINS CATCH III -III 12" MIN. SELECT GRANULAR SUBBASE, SCARIFY AND RECOMPACT PER MN/DOT 3149.2132 SUBGRADE TO AT LEAST COMPACTED TO A MINIMUM OF 100% STANDARD PROCTOR 100% STANDARD PROCTOR DENSITY -PROOF ROLL PER MAXIMUM DRY DENSITY. MN/DOT 2111 CONCRETE GUTTER TOP OF CONCRETE CURB BROOM FINISH CONCRETE PAVING WITH CONTROL JOINTS AT 10' MAXIMUM SPACING d n d n ................................•.•.�j NOTE: JOINT SPACING SHALL NOT EXCEED 24 TO 30 TIMES THE PAVEMENT THICKNESS WITH A MAXIMUM OF 15 FEET. 8 1 CONCRETE PAVEMENT C300 NOT TO SCALE B612 CURB AND GUTTER 3' TAPER SECTION IN GRASS; 10 FEET WITH ADJACENT WALK; UNLESS NOTED OTHERWISE CONCRETE SHALL BE REINFORCED BY SYNTHETIC MICRO AND MACRO FIBER REINFORCING PER SPECIFICATIONS. 8" CONCRETE PAVEMENT PER SPECIFICATIONS. 5" CLASS 5 AGGREGATE BASE (100% CRUSHED) PER MN/DOT SPECIFICATION 3138, COMPACTED TO AT LEAST 100% STANDARD PROCTOR DENSITY, COMPACTED SUBGRADE NOTE: EACH DRIVEWAY WIDTH PER PLAN PANEL NOT TO EXCEED 100 SQ.FT. 2'TAPER z x c� � N U SID WALK IDTH PER PLAN. EXPANSI N JOINT TRANSITION CURB RADIUS PER x FROM FULL HGT GEOMETRIC PLAN ¢ J ® STREET TO m MATCH ® SDWK EXPANSION 6" CONC. o JOINT (NO MESH FLOW LINE CURB AND GUTTER 2' PER CITY STANDARDS KEYED NOTES KEYED NOTES ARE DENOTED BY ❑1 ON PLAN. ❑1 INSTALL B612 CONCRETE CURB AND GUTTER. REFER TO DETAIL 7/C401. INSTALL MOUNTABLE CONCRETE CURB AND GUTTER AND CONCRETE DRIVEWAY. REFER TO DETAILS 7/C401 AND 8/C300. 1E INSTALL NOSEDOWN CURB SECTION. REFER TO DETAIL 7/C300. ® INSTALL HEAVY-DUTY BITUMINOUS PAVEMENT. REFER TO DETAIL 6/C300. ❑5 INSTALL LIGHT -DUTY BITUMINOUS PAVEMENT. REFER TO DETAIL 5/C300. © INSTALL CURB CUT FOR DRAINAGE SWALE. REFER TO DETAIL 4/C300. ❑7 INSTALL CONCRETE WALK. REFER TO DETAIL 8/C401. REFER TO LANDSCAPE PLANS FOR CONCRETE FINISH AND JOINTING. ® INSTALL NEW CURB AND GUTTER TO MATCH EXISTING CURB AND GUTTER ALONG CSAH NO. 101. FOLLOW ALL CITY AND COUNTY STANDARDS AND SPECIFICATIONS. ❑9 INSTALL CONCRETE DRIVE ENTRANCE. REFER TO DETAIL 9/C300. 10 INSTALL MONUMENT SIGN. REFER TO ARCHITECTURAL PLANS FOR DETAILS. 11 INSTALL PEDESTRIAN CURB RAMP. REFER TO DETAIL 2-6/C401. REFER TO MN/DOT STANDARD PLAN 5-297.250 AND MN/DOT STANDARD PLATE 7038. 12 INSTALL STOP SIGN PER MNMUTCD R1-1. 13 INSTALL BITUMINUOUS WALK. REFER TO DETAIL 3/C300. 40' 20' 0 40' 80' SCALE 1° = 40' GENERAL NOTES: 1. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS NOTED OTHERWISE. 2. ALL CURB AND GUTTER IS TO BE B612 CONCRETE CURB AND GUTTER UNLESS NOTED OTHERWISE. 3. NO SIDEWALK IS TO HAVE MORE THAN A 2% CROSS SLOPE OR MORE THAN A 5% LONGITUDINAL SLOPE. 4. REFER TO ARCHITECTURAL PLANS FOR PROPOSED BUILDING LAYOUT. 5. FOLLOW ALL CITY OF CHANHASSEN AND CARVER COUNTY RULES, REGULATIONS AND SPECIFICATIONS WHEN WORKING IN PUBLIC RIGHT OF WAY. PAVING NOTES: 6. NO PONDING OF WATER OR ABRUPT TRANSITIONS WILL BE ALLOWED WHERE NEW PAVEMENT/CURB/SIDEWALK 1. REFER TO STRUCTURAL PLANS FOR STOOP DETAILS. ALL WALKS ARE TO BE MATCHES INTO EXISTING PAVEMENT/CURB/SIDEWALK. CENTERED ON THE DOORS. 2. INSTALL APPROPRIATE EXPANSION MATERIAL WHERE CONCRETE IS ADJACENT 7• PARKING STALL DIMENSIONS VARY. REFER TO PLANS.. TO BUILDING FACE. 8. THE CONTRACTOR IS TO CONTACT THE CITY OF 3. SAWCUT AND MATCH NEW BITUMINOUS PAVEMENT INTO EXISTING PAVEMENT. CHANHASSEN FIRE MARSHALL FOR THE EXACT NO ABRUPT GRADE TRANSITIONS OR PONDING OF WATER WILL BE ALLOWED. PLACEMENT OF FIRE LANES, YELLOW -PAINTED CURBING 4. MATCH NEW CONCRETE CURB AND GUTTER INTO EXISTING. FOLLOW ALL CITY AND NO PARKING AREAS FOR FIRE PROTECTION OF CHANHASSEN STANDARDS AND SPECIFICATIONS FOR CURB TYPE, MATERIAL PURPOSES. AND INSTALLATION METHODS. 9. CONTRACTOR SHALL PAINT ACCESIBLE PARKING AISLE 5. SAWCUT EXISTING BITUMINOUS PAVEMENT AND CURB AND GUTTER TO NEAREST WITH STARNDARD STRIPING AND "NO PARKING" AS SHOWN ON PLANS. JOINT. COORDINATE REMOVAL LIMITS WITH SITE DEMOLITION CONTRACTOR AND CONSTRUCTION MANAGER. INSTALL DRIVE ENTRANCE PER CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. FOLLOW ALL CITY OF CHANHASSEN AND CARVER COUNTY REQUIREMENTS FOR TRAFFIC CONTROL. CONCRETE SHALL BE REINFORCED BY SYNTHETIC MICRO FIBER REINFORCING PER SPECIFICATIONS. BROOM FINISH ! o b CONCRETE GUTTER PLAN VIEW GRANULAR FILTER BLANKET SEE NOTE2 1 AND 2. FRONT VIEW CLASS 1 RIP -RAP RIP RAP VIEW CONCRETE SLAB GRANULAR BASE REFER TO SPECIFICATIONS COMPACTED SUBGRADE REFER TO SPECIFICATIONS CONCRETE CURB NOTE: 1. THE CONTRACTOR AT HIS OPTION, MAY SUBSTITUTE A GEOTEXTILE FABRIC BLANKET: Mn/DOT SPEC. 3601, FOR THE GRANULAR FILTER BLANKET UNLESS OTHERWISE NOTED IN THE SPECIFICATIONS. 2. RIP -RAP SHALL BE PLACED IN ACCORDANCE WITH Mn/DOT SPEC. 2511. �o 00 £ ��pqugl� r N E N O U I ro 01 a)L,It O N E d o I I mZM0 � 00 �200 W ,mIW Y v6cmo°°� 2 ,z., �? O CL-cp d -� z mmui-waE Lo mLwa,o z Z Z v)to O T Ill 10 10 a w O O N0 =0F K � J H T � = Z w d �oo� w Q� Q Wz �vp i-z w w w C 7 w = ui � =��w0 0 G m V v aaaaaa 0 w cl 0 a ci N ci ro cl V Z >_ J11 ^ ILL O Z W O L1J o O SZ M z Ln -7Ln LLl OUO 0 Q ' ^ v , L1J Z Q = �v PROJECT NO: 15139 DRAWN BY: KAB/SJH CHECKED BY: KAM PAVING AND GEOMETRIC PLAN C300 6e"[ ' (irate Shown 2- tr$ Grate Chown shall be used at all law Eaink's. -ace of Curb .•' Wrier,tion rt Fl;om PLAN Coichbus6n Casting and q ate T .N.^e anh FIX0-iJ ;if equal Grate to be 2' below I. rad+uS Coro box. / gutter gratfaP_ side traf cacan tourbasi GaY o4,Tp."M rretaet concrete a' 91de at batfhEasfrt. HDPE adjusting Top or curb• AarYE3 I,Xpimum of 2-27,#4� V "" rmoAlmum 0t Varies concrete adprsrreertk 6" ring:: allowed with l,'4"••-••,to 1/2" bed oM mortar between earth and c €r" thick concrete cvfleYr C:raul on the outside- _m,rm _ ......k"Lein. base" DoglTouses 9hT9ll be grouted d bath the t IC N na Y i S do and seals de. �,,, 1 S I, ,kept II I be 6r:ovidQ-0 In ,all Cai baReh/'rrgmhote0 and St -Grin Seaev rriani•'•440S. I C. 2. _oti.Wq to tie totally oncased in concieta^ ctrb •section.. I. 4. va b4i structure's are atiowed. 4 '4v wood shims err 0arrriltted 6h the odfolikamg r'inass. an STORA SEWER CATC-I BASIN mom 2' X 3' RECTANGJLAR REiASEk 2-tar PLATE NC: ENGINEERING DEPARTMENT 3101 Fd.E NMME:G: SPECS .'!1at 13 CB-2' X 3' C40 NOT TO SCALE cEENAtc Q-4141 61AX OR NPR0vf1,.4 COUAL. c0i AD UFIUG PINGS' (2'•I rr ION x G air N 9/N" MCI ixt"wu" CgI S&ai;al CONIC--. _ - CA'5tmMa. PoNJG9 III 5iF`AfCiUPLE r,;LLAR tTYP F p .. a - ' .._ ... _ MBRIAR SIRALL MEET Mn6al ! ErrEE 2a0e 2dY ...,�' REINFCNtGMIAT tt) tt#'#'Jby,, OF I P IA '1 0 a fna AT:pW r t IsA Sr'8 Ct tTF war 5III TO ar. y1ACQAi SECTION ,... FRT: CASH' tTPEAAN. Al, RI:WJIRt:f.1 C',iNG, III, S01A i, 6E IT Prn IraT. GI :^t 'AY Af G 044'eliv rallp 4)' LC-taa N _l Z2L2t1 D17SICA4 SPECIAL 2 Off TYPICAL 27" DIAMETER CATCH BASIN RENSEO: --Tar !WEE He, ENGINEERING DEPARTMENT 3i103 FIIL NAAW-.Q "N 'rS 36a3 14 CB-27" C40 NOT TO SCALE Sea: Laity plate Na w107 Mir ripli pleacemeyit, f I HO C IIa�I h, h, lit Reel 3 prCe wriii ••• p.wr writ ItrSMulf q1 EPtp' I'v aril tuba ew bl)kt)rn 0t wip8, lI 1.YFxi t AN R' ,r.Tor ed y'orltrgtii FYprcre'.S shall be fur Emhe•dl 9e r+ tdfeo w thant Trish G'uardR All new Pen'UrctiJ r xI Cret^ Aprons cr, new pipe sei be Shed 11 3 pipe engths II frr,Mn OCwOTL :5 Alt new ftp;nf,O,,:eo 1_tnr rapt 2^ eiytnrlR Lr, N is'.Frio F•K,e .,FP*H d<.r toed D, the vlrsl F..ARED ENE! SECTION REvsEE, V-Ma FLtiTE Na: ENGINEERING DEPARTMENT 1108 FT.L (d G SPECS 3Fae 1+ }i )NA � i F It i. �. d-I Li E L_ z 44 kA �L P,E LI I^I J �afiuTE ^LI> '4412 tT I ALI- plVEAJ'I",. ML.113T BE APR1c`.iv_D Lt'( CAT), r� w It1uTR°v' rAamf fW '>Ald. tel a rvF4P[; ta's,m FFC, -.. P mUWl;laks k o r do GUiwAW, ukRiGoIR kS# `.rink MC MT Aur CA"I(I Be"* PEO h uYii PEI {,"hvF T"r ,M'APF,Bi f.rdi TH IriTA tCNl"n+ eC T.er I Nhi1J t al 1146 JFt "L HRE IUJRD Cll r Fl.E Fiat ��'1 W�I'L1rp.NY ,gqi, A, E,t;Y'N ' ^.. "r1f'E'T _ t _ .......... q I, H fet,.A"f NOPY . AN[) 1 PL�slfiL_ a 4Rw tPu: II A aE i . E Ii,rSl _ y Y z H 8,' ^d„f. -. -•.,,. `l ATE 11AA-4C ''f.G 11+ :eFAY rl• ° rerl auArr>nr" r:.l , L i I - ''k"^"'i { 9A-Nfi i.- i CN-ti:Nl ih PI..,UK tL I NIA w f II are 4LL H „'E. NVI` ` WaX.i'i N-" 41NILL Url AL'LS TH;AA., UC AU0.4 r IU F.W,i Tl.a'Yv WARNED` PFER:Q h ITE d !;d T IrM Y3 (u Ttr; W,n,70NMA1V K'P;(:IA; A'ICWi6. I d:•. 1 11 r W fr n i f f I P 4 t• I i ' f I 1 Ilb, hui tdt bi 1p'A[PL1 i.. J Dr.I"- , IT -, , I l WAIT .(,I A,F diet „ 1 _. , 10 HYDRANT INSTALLATION C40 NOT TO SCALE . Street PL McNeil lqm 4A pogJ --� denoting: curb' box, top 5" PiTinked bfut. _..__ r:UrY. boa wish 1 t f4 Stand pipw anti Sta w•rnary rod V I,y ro Water +.rwrwCal Typo, k ' i:iwr I /" ii4NtY+�'Tl:iCn' G C"� t ��;pM[xWFu:uJWUWIiAw,,,ue„u,wnmw,n,miOu 4Mfnw'Imu - i ' Support ,........-- ._.- ?;,I'^1 4 e.le tAil Gf ,t 84 } `--..' cv er MAq) fa(ITF T. Do mare pluiil e;nd oil Curb skip ,Add 6' <ntlr Sed pUptoll lea 'Cry, s•kop The f;•QtAp er sNi 4U Yule betmvmn the nic;n and i CU* ban :eho(Y be GrM. aalntrnixtis pistil, JT rnpihT#, spaPcas will nil be aepnntltea Istl'a Be Cl1,01`1 Cmck to bli I" x I" I i¢w!" &3metA,, Sodctd_.l regwrL--d o.f [1IP Sr sariallrl male,, aril A143 nnolns grid all mains Iz" or kmg4 . F,. Salddlos when revlya,red ONSIV tie F,.rLfl Aiyle F-2102 double stria rtCli9el G.itK 1 e Nays Tlrs fO„pxai'rr iPn sl ItilA-,: wtatCrina+if9 Qiil� TYPICAL 0 YI WATER mom SERVICE 'REY'i5Ek: 2-11 PILATE NO,•. ENO NEERING DEPARTMENT 10051 F=IE N,NE: AE'Nla' SPE.. '.tom" 11 WATER SERVICE C40 NOT TO SCALE Slindrnum rover reyuirad mark Tyler arc C96C} over top of ,voter male, iN �vim Mueller 'tar H-10.36P bibby-`stt;-Cr1ix No. B-,SI otT' Faraawdle V'aiute '• fwm Yi,la°a'S Surrar:e It ,he LTiSta'<rr Fr¢1m I" T'as, Nak I 'Tne 4'oI To �. 'hoc, 5urfo Gm is Gaeater Than !V". ,v v Xie YFdar "d 6860 rki" d n. Mueller yr H.-12,'W 2,6•• a +� 54db;9'-3Nt Cr2e',: lAla, Vt7 hl7� ?'P'. :r. R yler "0. '8 14" emu: Ntn, S>w9 is" tNA, Parr a'A" Mfle'llnr ^Art 58 14' PPa fl'R Ea i No 57 )" No 5' 14 rY� NN,. U.,d QiE RD 'i' ?Ior e4a 68co 65" Dixd,niker ?flan, H"-1(J3b1 ei5 YiPsih"SYdf•Crakw Pk1u TiL$ST NG" 4111 0, 'Mml'Tp and Bnr to �C �T,�,,JL' TIMaA"11v wrapped Per 1,„ 117 �6 i Adjust 'f TG 5 4 ., w jU9. p ,a / bCi14^ grade. son M•a be Bret to girovidr- 12" at :idlustaidBiTt. I lyl-v Mr, 6960 Mueller 14tp 0,15' Nrbby-ti,iC .rf7,r f1 TYiffll ' 9 rleee 5 tJ%4' malt s''we C bras. G arta+r•doa, Of., roirit Comp cote Valli cdaptes t r4" E Nee art h Plato t v.N ' ,ra:lt itlp i 2 IRuSh#r if i1 ye, r tllje+t RktwrvaP' The' GLyfe d,, .:^ And Gale wwwv Adapter, Meam#der at' Arcelv'axteu td W Ccwu;r0ll Rell wank Sedge Valve Aeltar"muq to,, AINI L 'h17 Hk £itanelar NUs i(ki'th AN Ski;tenlres:u Stite>I Null ,tr f•iDlky. 1E1-*t..xP" l.cwlr ✓t£ Y4b..YH T"PIC;AL GATE VALVE cum AN? BOX INSTALLATION R-mo:2-,fA IIINO: ENGINEERING DE f%RTMFNT 1006' Fit;: t44kM_. , \ E4G SiFisSh 1C#Ai Ada rti akq.o n FROTITI, Amal RiII M! 15" MCI L"sl.inq and AdumsfiN Rdnq (See Note 2110) ProvNe IAd Barrier on all sontary Sewer mavithale(See plate Va$4 Mali Strops Shalt b i Neenah R-1981d, 16" PA Ge)ler. Satan, SRrdf be mn 0gwnKtrm sn Side'Mlnlexa Pipe %atrietca is Aft Jolntl in ineni to have 'G"Y•Yfig rubber g4tilU . inei--sh4ld i torrid 919a(E or 5p. dirieCktta Y,ly this tn<#os!r. A MCiBidour, of ? Irsrl uontol¢ RYsem to Be Used Dkrectty Belov Cane Section PdFJa It U r 1 Suitt int Ru+J d be ,u with inside III Be WaP -ear-n-SEat required, ._._._._"_..._ P iCa.+st €overt£ must be 1/2 of r SEP I M1 lope Diameter and Bivi, ins / ._S( -, !%r S•}peid " TaVrord rho. tnvir't - Minimum ttuickness; of paimcost base is 6" for 14' deelO )r less. and rRrE•ra9cs I" II} th,l,•-koil IV every m o1 aepMhl granter iron 14'. gUr- r-•n••-seol n iorlh Glo cr 414,eil Conekdered ae,.optaw*1m dtrn'r<ato. A�pll.. dr.,q liouiHmI II be gnSidted on ire¢ide Q41 autitddel. i, 1b.Yen the inanhidle at C:atCie tMNNIn elinuctore NT r..00murliCteal Owliside the traueNed 'oadway a 'witness riW and sign •MItj dial! the ;rsH l#P1 riled to the Monti cliff of STANDARD mum MANHOLE RE'vi 2-T3 MN.AFE fABY.r. ENGINEERING DEPARTMENT �*01 7 STANDARD MANHOLE "0NOT TO SCALE wL lot : _WYE o`LUr4ace Ehici- f I, a BwraLl fy° P6rC sLSR-?'}$ E+FWE f.7N. :s:, fiBaE t J'd" p`EFi' E(DL)T a+ 4 % ^^�--•• �-�+i��-..Y.,..._....,.... ...-_•,� �_ ,rye.•=off... �...............................'�...........„., .... �.., �� 4 SZE Not r Iat'C aA,iE'"IR PJfbc. SXF._5AA1iTAtir sU&P GRAY!1il MAIN I ',ANITAR Y $ F'"q'i SERVILE CiNINECTiON CETA CD E3 tY" ry !.I C'ipduUAtl:7lChtl 'i`6iTk1 R`t Ay"ll-"PIT P!P`1"D VAJNS cOR I,k ii tlF I-I)VF''R 16 FL'E7 OR JIS: `, ' 'WILVENT MIEL.D ALL. i0file-. {NON G4$P..Et[01 .. aIHI SAtd TAPT SCIpER WEFdvYCt`. fly #N%dT ACC4MC`AIHtE'LT 6Y A WATER SERVICE Ihd TINE SAME: T :Ni:;ta, INx7_4@A. A Fi' hlfA'" if1AL FERCiE POST 440 Tit 2 X MARKER AP0 F'.AJNT rOF ii OF PC3'.ST 1-10T•E'.,CEW GREEN. L ., e S r' � . T REQUIRE) va rw ptz F7 r � .TAN v, an �lN T' HOUSE .. ANOJ Mdi". 9.D 4 FW7 AfE J i CS .E O' O 4J.,E ExCEEaS 90 FErT. •, AY.L PSPE aSHtA,Ij.. BE ElErd'nELI l)N (.RAriVI..AR BOPR;CiW :51IA CP CiAIRSE FII.Tf.;R AiIGF'EGdATT: j°�t491i1 cup TYPICAL SANITARY mom SEWER SERVICE RE'aSEfi; 9--Ga ENGINEERING DE'PARTM:ENT PtiATE wit: 2001 Fl4i NalilE.: ;' KWIC 8 SANITARY SEWER SERVICE C40 NOT TO SCALE CI;;AFACTED SAND a"RciP175Cb '.$':if+t<6! 4d ° igrX w.N f NXX ' NJ51.14IN:HN a �`4Natnara a;F sl+a:ClP EE 4• 111 (,PH EYORM'AL^. tMM.n3A L p T.41P..ak 1 0714 liif,A 01(I S' A,'S H:wlilco. �^rr��a4aa� ee ry rr rr11 IL,�� SEMP WATI;.RMAIN ^Ti rPBf!'il'`., �... 4IRAar JE�M1 P wTsD: INSICLAU1,N AND GSA+Ir'l§CftA SAtp,'• :AtAL,', ExT£'iNl II PAS! G'+JT51t� �E+d' FIF7, lr5'I,f,A13�dC ".+'tlAt.t rit;Erl ;,A AT ,tlTpdTS RY i#pN9. CIF 9," aff of rATERIAIN/STORPtiq SEWER CROSSING r'Lvsse z..Fa LAiNo ENGINEERING DEPART "? El ClvM ENT t. FIV vad''ea!a eNa°s'PEcs.'ax„a 5 r". MPH LENi:THi STEEL P(GT F. i.NN.. I.EIaGr4'' SPIEL PGST AT I Fr, ii EPAC.II - Ale, Pr AaLF4 SFAiSTE L PD r GEVTEW Ike FABRIC' ggn�>N.xriLE tN.eRtr. aLASTr 20 'lit -,E SFi tildr. RA.$810' �p TIES 9R NIA: .Sd TI , IN s- % (510 LB, 411BOLED s pi �a 0.l ,rJ�ATlik' !N TOP 5 TREE COAWACTION Z011ir LrF:Ab%k1 ma 7LY4 0 �`�S NAICil l ?611 x F Crir +' E=z -41t- Ml ole (( Vt^Yana FLOW it L YLT FENCE, PlACIANE G YCEq 4u SiLlf PISNCC 14CA, CIVEr(TATi 5 T'. Idttfi. L:INGIN 51TEL t}4t it GEDIE:x3ILT:. F'Allftc AT u FT iNa%. Fd'Aq',laG ..-. ttv iWE: r,,. sT4Fr k;5 r' 'Amk TAMPEa NATI,IR aI. Stir. 0 n Z ( FLOW I L t � -• SHLT FENCE.• TO eE PYAr,Eti {Na "111010RM SEE 91&r'E�`Wd:AGE I p d r'W4Ci LEN; TY§ coi'#EAM. kMET.:[I SILT FENCE, Pt?E'ASSLhdEfl.E'I3 i 9 if '� Vt�",_,•, LESS THAN 2% Val FEET 2 `f x 75 FEE"" 5 lG% 57 FEET ,.C.iES 14 210 X 25 FEET OCE PER Mki SPES. SUJiRCE 2W 1,YAx,AtER THaN 2fY'.0 1=_ FEET 29)5 dk 36lR6.0.Wr.,ii N7 OF SIT IF'EaafL. 'Priatbl :ram Fnoan 5'imt Fdm LE i:-,T c ERrnum CUr+9nbwi+'Sg Nrem: tl 1ft+% ._._ J;kiaSACA SRA$ic ClE w .M_..__..».. Sky PEN4't: NEAR E(TE By `@ k. E '1"sifdE "v9,% 1Ttl LMI .r r• 4%IiNSTRi,ir.ail#Die I,SMiT!Fn//.i ✓+�",r••• L(>t+ AT)IJN OF SN.T FFRICF: SILT FENCE ENGINEERING DEPARTMENT 5300 iTL£ tAAiEcG R 4 SILT FENCE C401 NOT TO SCALE COMPACTED BACKFILL I Q BEDDING Do/24 MIN 3" J EXCEPT TYPE 4 BITTER BEDDING MATERIALS AP COMPACTION EACH SIDE SAME REQUIREMENTS AS HAUNCH MIDDLE BEDDING LOOSELY PLACED UNCOMPACTED BEDDING EXCEPT TYPE 4 STANDARD TRENCH INSTALLATION SOIL AND MINIMUM STANDARD PROCTOR COMPACTION REQUIREMENTS INSTALLATION HAUNCH AND OUTER LOWER SIDE TYPE BEDDING 907 CATEGORY I TYPE 1 95% CATEGORY 1 95% CATEGORY II 100% CATEGORY III 90% CATEGORY 1 85% CATEGORY I TYPE 2 95% CATEGORY 11 907 CATEGORY II 95% CATEGORY 111 85% CATEGORY 85% CATEGORY I TYPE 3 90% CATEGORY II 90% CATEGORY 11 95% CATEGORY 111 95% CATEGORY III NO COMPACTION REQUIRED, NO COMPACTION REQUIRED, TYPE 4 EXCEPT IF CATEGORY III EXCEPT IF CATEGORY III USE 85% CATEGORY III USE 85% CATEGORY III EQUIVALENT SOIL CLASSIFICATIONS FOR SOIL DESIGNATIONS SOIL UNIFIED SOIL CLASSIFICATION SYSTEM (USCS) MN/DOT SPECIFICATION CATEGORY I CLEAN COURSE GRAINED SOILS: SW, ST. GW, OF, OR ANY COARSE FILTER SOIL BEGINNING WITH ONE OF THESE SYMBOLS WITH 12% AGGREGATE OR LESS PASSING A #200 SIEVE MN/DOT 3149.2H CATEGORY II COURSE GRAINED SOILS WITH FINES: ON, GC, SM, SC, OR AGGREGATE BEDDING ANY SOIL BEGINNING WITH ONE OF THESE SYMBOLS MN/DOT 3149.2G CONTAINING MORE THAN 12% PASSING A #200 SIEVE CATEGORY III ENE GRAINED SOILS: CL, ML, (OR CL-ML, CIE . ML, ML/CL) NOT APPLICABLE WITH LESS THAN 30% RETAINED ON A #200 SIEVE. NOTES: 1. COMPACTION AND SOIL SYMBOLS -LE. A5% CATEGORY C REFERS TO CATEGORY I SOIL MATERIAL WITH MINIMUM STANDARD PROCTOR COMPACTION OF 95%. 2, SOIL IN BEDDING AND HAUNCH ZONES SHALL BE COMPACTED TO AT LEAST THE SAME COMPACTION AS SPECIFIED FOR THE MAJORITY OF SOIL IN THE BACKFILL ZONE. 3. THE TRENCH WIDTH SHALL BE WIDER THAN SHOWN IF REQUIRED FOR ADEQUATE SPACE TO ATTAIN SPECIFIED COMPACTION IN THE HAUNCH AND BEDDING ZONES. 4. FOR TRENCH WALLS WITH GREATER THAN 10 DEGREE SLOPES THAT CONSIST OF EMBANKMENT, THE LOWER SIDE SHALL BE COMPACTED TO AT LEAST THE SAME COMPACTION AS SPECIFIED FOR THE SOIL IN THE BACKFILL ZONE 5. NO BEDDING IS REQUIRED FOR TYPE 4 STANDARD INSTALLATION. 6, REFER TO ARTM C1479-07 FOR DETAILS. 7. TYPE III BEDDING SHALL BE USED UNLESS NOTED OTHERWISE. FINAL GFi6GtE 11 - 5" MTPIIt.Ml7M IRa;klt.JkTTI}t`I 4 OT- PIrdE SHALL Of. CEht'EREC, UI UER INSI-iLaiTK76# UNILES" Cl"DAE WSE bFA�C'rF'MGE'D: If1yk,1t.,ATSjN1 IIALC. '.VERLAP AT SEAld9 6Y VIN' 'li" :Ica.... 6, y afff INSULATION DETAIL hF SED:11-10 PLATE it tl,.) 3 }4CiINE R1'NG I17P VEiT1i6ENT '" PP.' Evil i : 'HG S:'C y.0 2205 t"._ y. F, ti'lliia CdTLI'Sf�EY NLNC< r,. ' y� IU"T.TItd CYF.PTH FOR wo CMPs y r1tT frJur, l8" MINIMUM i,TT OFF r,-RM--"....,..� To Pmilil PLINCIFF FROM SITE F' I.TEtt EAEtFtir„ tyS.l xCith'.M, Nd;pTIF', "tI TEfY FAL'aY%II IiWJe' L. liR rl.A.a:EG UtaEaw'ia' cT l A a l [;fT(,`N,'. aT Y! ROCS CONSTRUCTION ENTRANCE REv&Ea: T...io ENGINEERING DEPARTMENT PLATE rn.: cl-301 RIM NWEik ENG CS 5301 DIMENT THr,I�L P,eIaT, UR CTIUIRED BY Y41M,a7,LLC.a3H".' lPEE, UNI-, Ec,S 83 0$., CORCC1RANd PAR. OR' WIJAL. vaC 1NNNN4.WyAiujiL'"nl9d'4P'W irw aPrntln: +wLowewt ms afrs+r r,t+C. vrn. M'} S:."1A.'1LINNII...'MGt hRIG. [eq1..:-._.y9lr. ei.l-.ii win, D4iop N/A. 19 11 :i wim -:}r'i{i.:MtTTA..IN�S.J:G1Nm..51CA1RM1nin PeCrii F14, ikIR ;W,eMYM "t F! FAJID9 U'n, CFTu m F"' 1 ie w+aaw,w CfiW'?am NAML 4.tla CF9 a 14' NF.'M, M it J � fAFFE4YrdAR F3'Ari (40,A4ally I CFAoi# tyr It NYR A:,.WV$r PlitV A.2-5111ell 44 sf'^. E N,C!i L t, CLEAR FiL t.R ME:C1>4 AFTER KAcE! RAIN LVETatAJArcD FtEFLacE IF' k`ILTt6t a,,r : CF_GGGE.Y WNV' M taF1;:IM&fD1T, 2. Rli,", oy'E r)FREIS„SErAWFA W FROM kFCFF7AC1,E AFTER FACH RAIN k".`J&",PIT. affif CATCH BASIN SEDIMENT TRIP ME I NT RE,IrxEar 4--1dP P44t''E Ne Flc IaAIaE: a' t'NG SPEC; 511k2A ENGINEERING CEPARTMENT 5302A. v� F U W N U z cc �JW.I W a n � 0 NET rn r) Q O W a O V� 0 Z Z w a n V Z w Z n M T N z NO = Im- Iw- H- (D 01 (5U LNLIOZON ON '3 LV �Oncl t\o O O LLI O aT ON, x<x 04F- 75 O I-- I- cn in d L / ED N o IIIIIIIII�II co CM O 0 »_ I a ED 14 opp Z CO 't a "R I C (TO x w mW W > v E Y e)00n (00 _ - E' w CO � � 0 0 Y m to _a _ w o a) o �W roc oar tw m p Q Z - WW Ed,DD 0 S 7 >0LL LU 00 O ul GO�I g O v wOIL TH TH S H W Q Z K 0 Z F- W wOCS, 7S00 w ) ZZD DO m W Q Z_ W Did 4W- SO CIDO SL o GI m GO V V aaaaaa O Lil GO O ON UD '0ED UO � V Z ry 0 Z W 00 w O Z LO 1L1q/'� u z 1 e 1 O ^ f I.�LI Q (� Uj v Z tz v PROJECT NO: 15139 DRAWN BY: KAB/SJH CHECKED BY: KAM CIVIL DETAILS SHEET 15 FLARED END SECTION C40 NOT TO SCALE 6 PIPE INSULATION C40 NOT TO SCALE 3 CONCRETE WASHOUT AREA 400 NOT TO SCALE NOTE: _ '\' ',n^"7- 3 y» Tap Bituminous Voterid ,, � j s ea? t"•, 1;2 r �y ..( 1. WATER -TIGHT CONNECTIONS SHALL BE MAINTAINED. ;,y I, sidpe I' °a y4 „� 2. USE SCHEDULE 40 PVC ON ALL PIPES, UNLESS NOTED ti° - 3 G"y�.er It a ul OTHERWISE. 3. THE DOWNSPOUT COLLECTOR DRAIN SHALL BE INSTALLED '�° "` +• ';; C..�,�'`' k z r,•7 DOWNSPOUT BEFORE THE DOWNSPOUTS ARE INSTALLED ON THE BUILDING. 12,_c,dg ° Acal. H S tl8 M.no0T fSlitt3 o- � FINISH FLOOR 6" OVERLAP •-.._...µ ..�. w".�...•• �QVncrrf.s t,,:urb»<�nd utte,� h . I 9 ppp� :a .:!' j'y+„ w y} r tiIi P. RIM ELEVATION, P� Y¢,TNg� tRwa r"Pj A SEE SEWER TABLE SEE UTILITY PLAN. f.'e,x iyf uTtcw to .e var,t, ke REFER TO SPLASH '1 PAD DETAIL BELOW. —III„�, T Bituminous Alotf.6af 1 I n., •a � � ��✓j�� 1 III:E.� 1 P �' n�"r f` op r k r r as r] r R ak g Ir t ,,,d Ulf _ FILTER FABRIC : t ekt1�R jj�L 1 '�, ty ,�,,u Im1� ��II Ti-1Ti—III=111— MN/DOT 3733 TYPE 1 Nz �e uy' �yptt - —_'". , -05 4 W 45' BEND SCH. 40 PVC' •--••..,.••••+•'•.x: MnC}i5T Bht2 I t : '•-•--••-v-� AND RISER PIPE COARSE FILTER AGGREGATE 6 " j,,, "'�"� CQ^+'4ta Curp and Cattm a u •'.' y t +x n. ..w_... ...»_. .W............._.W 5 a s k.t til rw` c o` i3ii a 5b%i S?iLFS hP El73 NTS #JdTi MN DOT 3149.2H Q / N PPE 1% MINIMUM SLOPE - 1; •• I +" r r O [ g� h e P.aIA g1€xRAP €l�(JUlFtEC1 GRANUtAI`i f�lt, mil REiYU'ikEGl LO r,,... .,,...,m„„..,"._..r..„,_.,...I 'e'P 6a Orf� wath F flrctle Gtd woya. ,. r,•, rt+ I I IT" IY Tea 24" 9 to 12 L,Y rA-3 LINDEP RIP RAP AND 1i � Q SEE 1 C200 Hardclnq 4.ofs, ar Mxlioaey. 6 I ,1�' T(Y 4 to try 20 C.'d t;&.;9 I.AYE:RS 9E �Pytlx fUIN:dI't Ii1 < w INVERT ELEVATION / PERFORATED DRAIN TILE m.•••-•-•-.••••••-••.•-••--.•.•..•.».......x._.•...r.,..Y._.___",_,..x.��..w.......•..�...__...••...,,r- "`s`' '•'I•- A"•t 1 REFER TO KEYED NOTES FOR INVERT ELEVATION OF t �.a..., � 'j rF� w " TO 4t1" «,1 t>> 3tl 0Y C:I».':9 f"nE#RsC ':9R F:t7iAi.. a Q V 9 CONNECTION PIPE REFER TO MN/DOT :H W -• + , ON UTILITY PLAN I ,. T n nCd c sV f2Y old uy, C t. O w V a TO STORM SEWER. THERMOPLASTIC PIPE 3245 1d R ! _ 9(»" "'q elf unvd+rxes L9rSilas:ia9 I' B•M w..tlk,es Cubic yn;Ird qf+ 4pp7rlarr,mdytely 2,hT>00. 11111) �[ Z Z `u� , N V Q w z ° DRAIN IACKILE + _w . _. a _r. - t "W.. p � M LU N a° a aw N - A = z r `o 0 1-- 6 m G w a !,; ,� Y Lx :._ •..•.A._............._...........»..».v,._........ a 7... r.k� r•' I'. xRAFr J z 0, 0, _..sty _- : _.._ _ i __ r 1 r .„ a ...n W..._..........,,...,.,.....Sk,.. .... 1 O O S k: n ' �rTr ,N � '0 sq 1 r 5srm'ou..,taala� I r '' �ar�'ILL .pp-.x, " •1,,K f, w 04 O Z_ 01 O, a Q _._....._.... '� C:,ancw'ryld fbr:, +71iI{ CiiatpQe' ' a N ay ! ', `"x,h `•�F",p C,"r.�?x,.T3`�,..•^.' '� c! L0 N N O PROPOSED GRADE :6' 1,s"....: "'-"•.,.W...... rr,; O w O O^ _ ^...»_..,.. ._..._.._. _.. y ' ('4, �' •. [y_ '°�•,`+� GC Vr1KtlKirc FOCKn tb l(El1EF7 9r6CbP:;XFk,I O tS (2 w Z I° 1i I '• �S in ,.L&rrr,ra3 d- N m d LL c, 4" TOPSOIL X o PROVIDE A 6" "`"� "" •,,,-•-•-f p,08+"r 11 ��` 'a PROPOSED CLAY CAP t R Rw °� DRAIN SPOUTS - LOCATION f i fJ 'a."`. / ' • .f"` w - .. ,. NEENAH R-4380 FOUNDATION WALL BACKFILL 'r" �' - ,.' CO3 m GRAN MATER CASTING F.F.E. 924.50 THAN PASSING NO 40SS ...... _ _.... _,. -" - cs - j,#^"w ti.,.� l,/ %,r•'' drtUxn Erti±l<ri BUILDINGLAR Sureorc —I _ FLOOR ,,• o,/'/ tJituranpus orb !tr "�,L �ramu9tir hat�a (aflPllJtr1' CONCRETE SIEVE AND LESS THAN 5% f... ..-_.._ ..�:,.,,._�. ,_._... ... . , i, Shts,-' n,m- .------- e 1d i "". t j'I;: ryr SPLASH PAD 12' 6' PASSING THE NO. 200 SIEVE. �l - - n rw+s ?u�cM^i; ,E Lr r 4 2r: x«x,xx,x,xxxxxxxxxxxrxxxxrxxr. ,»xxxxr DRAIN TILE PACK FLOOR SLAB xx '�'� 5-1/2" .f,.IqrjrIrj 1/2" EXPANSION TYPICAL CURB y '1V13i1� 'RIP RAP' JOINT COMMON BORROW O AGE GUTTER 1 '� ._ [DETAIL CITLOCATION SIZE VARIES Leer" tEetc,w / BUILDING FOOTING RNISL�=#,c•nrI�a C"Ipary •r zsSEAL BETWEEN EN41NEERING DEPAPTIRI£NT 520 ENGI \EEING DC'FAR"I'MEN r 40 /PIPE AND JOINT 3Fls: tl SPE�Cs1G24: R .3,4t7 W/ NON -SHRINK GROUT z 0 < RISER PIPE o z GRANULAR 10 BUILDING PERIMETER DRAIN TILE 7 CURB & GUTTER 4 PEDESTRIAN CURB RAMP 3-5 1 RIP —RAP BACKFILL C401 C401 C401 NOT TO SCALE C401 NOT TO SCALE 00 NOT TO SCALE NOT TO SCALE I�IIIIIII��I C 6 SECTION VIEW _ __ a__ � ........___ ._ _T_ __._»d_ __ _ ____ _......_. _ I I m 15 � � E t Ro U mo CU o TtA yx k ra K 4 zg _» _ _ z W W > N m co 'T tlri d. rr 00 o O M Y 2 0 W to co C O ro m a = e z VARIAELE I w 6 R fl k a l k PP As F �a� 0T ro m v m s cd��N�T a. �_d �_.... m / la• N v x �h. „k eg �._ x r CD COMPACTED BACKFILL / / r ¢ pp s 4 z __ ....__. § fl e�fT" �' S'S6 3 k .r u, b t �tp e r '14n1 h B MIN 12" fircR,Srtr q Is �: q4� g a r ' i" 4 & ,• ••rryn�„ {I fl a@ g X / "1'�'''� f - 'Sir wy 4rrIPITd9 d.1 .tl F p 4 M °^ '�$ 3 qpg `I�r' L, MP Q V 'ti{81� F pd :�tT W \ R ...rq ,.,.-._ E..: ";`" -..r' ..&. ( y r2A T YRWn at5 J +. F S tl ,r . d'•p. yet.. gg Z I� VFIiVE BGrX } 6 E : v i' 4 "" p g , 4 e k -P, an �• d '$+ ,Q" I d q . 'S a'*b° ,Ag a O in ,p /... Do :. / �4 3 1 B 'a ''/ *n ,s. ..F*gI-;u E� �r W'IP: , 2' YS'E41µ ir7 '� O_ cn w •o VARIES 5'. {' d E x ' " „a$ „� _x T r, ti � yS g 9 . "P k £ %y d _ DRAIN DOWN SPOUT I!.T ,r'AA•„X .,r,a,a„ r gy O (SEE SECTION VIEW) - / " R -A «.ydA +F ----- I r'Eg.,g�g? a O O SPRINGLINE , C,EE PLAP15} 0 - u q I x nt '*WN7 J q gq rr t " 'pFW }"1- t 6 t 1 1111 p if, s, � I O V 6 10" PVC iROADWAYWW _ N.. #y_ M Ir d e 4WIF R` sib d w Z `T.O'k. 10 II . W d + „ >I 'I '1a'a� v� f f''� :A x�'� L d o .c r / ...max,.-. PIPE PIPE EM EDMENT Di _ HAUNCH r CUR /' -- • � ,•'•'E" a. �•' � ' � • . I r d k„'. �' k � � � ' i; �'>iE�' ,4r'I � � F f PLAN VIEW /\ PIPE BEDDING I. -I,' — �" Ow zo yy„ pp z�o0�. w i� " , ' nil Q >.�D wZ -' " ". 5 Ua � 'yye�a ,�„ v�� Ip a x p: (� •r,_{�. ._,L_....... O w FOUNDATION 4" C,6A.,eS .a CirM,a:--J'1ry`i"a / 6•'; e ar .. ^'t'• I d w Z Q (�,,f��,,f� o O (�,, O (�o (�,, �yo (AS NEEDED) 'f',!, O Y o 0 o`"G" 0 0 Cp o o G' o C� o O 0 o O o „'` 2 }d ` r w, 13 DOWNSPOUT DRAIN WITH SPLASH PAD AND CASTING BEDDw, MIN 4" o000000000�0°�000000 '�----�- •- 4 .. �`'� C401 NOT TO SCALE / �A o �� R4ilr,� n� e �j\�/A�A /A �\ /\ /\ �� --CONCRETE' SEE rIOTE:S f s*x, a r yy � # _,a NOTES' 1. THE MINIMUM TRENCH WIDTH "W' SHALL BE W=Do+16" OR 1 25*Do+12 WHICHEVER IS � .7 �g4 � ,� +�a � ^), � r� z „� � � GREATER. k ° ":v 1 T:' 'S �. ° , 2. PIPE EMBEDMENT MATERIAL SHALL BE CLASS I OR CLASS II MATERIAL. REFER TO 1�+°' . 5 _ ` 1 t r� � If a, SPECIFICATIONS FOR DETAILS. 'I'I V' - - t •''-' "I " I '" -' Idt.l - 3. REFER TO ASTM D2321-05 "UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FORlsp+,'pjI ., "�.. SEWERS AND OTHER GRAVITY -FLOW APPLICATIONS' FOR DETAILS. I, TrF%ICAf. 5 atlrCh LcSsdCRf"'}'!' .:�C_.vvrAt.k.. r!r 'rd ' p '�•' "` �r:;;,l v v BUTTRESS TO BE a' III° a tl POURED AGAINST FIRM "a. USE 8" THICK F'(F CrOmI ERIC.A9_ DIPlY Yd;<-Y rr'd'CI',s'S'SR,40, � I rR'li 14rr # 4 s :q I� � I I r,�� T a a a IIf UNDISTURBED EARTH. 1 1 TYPICAL PIPE BEDDING FOR PVC v- 4INT SP'An'WO AT of INTEIRVA,S. LXPAItS tM JOINT Spit' 1Nc AT IrO' � I ' -- �D Se w, • r. e , °te = C401 NOT TO SCALE faarEtavAt..� AND wICN AE+�ITT�1Va ,., ..rTlr.; Gor1..&GT� OR S�tuCFURE. sn r- I A ��pp , q�p�rLij 00 I 4111Uf CIONC'REA1 �,1l� 1 _ I ITY.ff� � t n r I l�r D � a �� A ti�'P . W SIDEWALK;.. � µ �,�� v c 12" �j " re � r � W - RtvsErr: d-ca Fi.A:F r+c; _ - 521 , D'cC'AF'"tx h , hia : a,:;.: s?� r - " .I, +Ifl1 >r ' -:4 6 OVERLAP ENGINEER DrPARTMENT 7t r 4 9 n " l ., r rl':r r> II Flu srA \kMG`, fl4:5\ 2f♦ iZl'1T i , BUTTRESS TO BE PLAN — 22 �2^ BEND FILTER FABRIC POURED AGAINST FIRM MN/DOT 3733 TYPE 1 �v? UNDISTURBED EAR . BRACE PLUG AGAINST �� 8 CONCRETE SIDEWALK 5 PEDESTRIAN CURB RAMP 4-5 2 PEDESTRIAN CURB RAMP (1-5)r n .I_ UNDISTURBED EARTH. `.J COARSE FILTER AGGREGATE 6 ro C401 NOT TO SCALE NOT TO SCALE C401 MN/DOT 3149.2H G`4,01 NOT TO SCALE PERFORATED DRAIN TILE C Ili- PIPE REFER TO MN DOT .xxi....,x...,.,,,......,.._.",...,...,,.,",.:.,v.,.."....._.....M_..»..._:._..x..n.x,r.,:"r.r,,.,..",......v.. TURF THERMOPLASTIC PIPE 3245 9 TF. III DRAIN TILE k��t x PACK BITUMINOUS MATERIAL %- - w - 2"„36 „u rtllm'rnT foe Ntcrrrfh W fl sN yyYY -! cn equolr 1 r"-,-.4 � vl g I 1 n n 1� P = \ 1g� t: i p? xtg 4 x rfl N s, ' , 4 i a- p g J fix„ r"fl . r t E T t„ n \ / - ...' BASE MATERIAL i... � . S ER L - '� y 1�,y� yy pry 9 ' 1A tr I' J p y,A.•, ..yy •� R. '�'. 'uL �4 i yy5 D � '. � L g •j P y,dT = a • I ', .rWr. �F r I _ ' .. - , (k( r. ', 1=- d %a ala 51'IrJ'wr) -fi usNn tlt 511 ,pw I , f.; �..P li��''d �,._d'e!r wwti..-.. ..,p$•u vd s. V9� +�retCti. sitpll C. - N' Points, 4 f y ,app C •I y �,..i g Iw. 4}v�,, pv n � .•. y �#, III d I I'A;'r^ Gflgilga re tl9b> Rt `. -i.�" vA Pik rt?„' z PLUGGED CROSS �:. ;rr ,, n5dsb� TPA�'rr I— w"�'„ i" N^�I?�y l fi r1 5Ira "* PLAN — 90' BEND Tw �" e N I V E & BUTTRESS TO BE ~" � , NcetmaYr R.,CV57-V' caSing� aar4 o POURED AGAINST FIRM ,. 9 ° s 17: vn Fnil I -g � I 5 ; � N 1 T-s1tk LLI pm , M ace or v �,n��fid7 fl rt�T"„t4 G 0 CONCRETE SHALL BE rdl ,,wq �aa k h;�' i�4I t w, Iyt,"00 IN CONTACT WITH THIS \ UNDISTURBED EARTH. 4" PERFORATED DRAIN '` w' la J1£Y':» t j¢ „. ,t / f' "^'I ruTrn of 2: nxoxierm" of u-„ ,,n„ ., T a ..^ e' 5 , r B _... y' � I k '�' G'n tt? 7— QUADRANT OF PIPE. �� -O- - SEE TILE WRAPPED IN PEA "� ' ,,on";,rott ad' sln+cnt de�1 with cult �;::`,h fi*' - °' f It `" d r dX 0 7 ROCK AND GEOTEXTILE '�' pCdilax •..•....w�„ •'-«. �.`' ,,,,',.• 'mCs al res kerr. gy f ,-, ,1{ ` r II 'A g'' *a �' 3'��p 1+ 5� �, L x FABRIC li Coml:. r, rl•i n+" , 4 it ^' — � i , .Y_ r � � 1ti� � I fl +r I �d I , T O P_''-recclii V,,M1Crete �Jr' l '.�. Y " ,.•Y. li d ✓•'l s �� YVF: �� 1 �' \ o A T HC�E swI;,stu,y rings,� '..' �.r'&'a, ...,._`•_ _ - .' p�. '•: `. 4, ,;', ' ¢ 9--.,.� @ , �," w,•' g L- .. 30' MINIMUM 30' MINIMUMVG, 6:. yrat73;- Tmin frdr ce4 rnt64rete xfs. r a R ;' a `-t' I r, ..[-`� 6f 7F r •w .0 J z d ar CS ii.,_ 1 r,-trx r! sect'ec aslrnv E; r s9at C d r VI f f..r. r RIP glgg { E(') _........_.�.. to 'n:b•w, IEuf tI Rr+9 ,: gwa9nal wltt, y, /W/'� pp f 'i Ia} r ' a R, fi 5 $' t./ \� �� 1, ' � � BEDDING /\ _ Q a / -. \ A � � . F� : -III- E 4tt� „ 'V''' g 'i r : , ,r 't �� 1 : f ' ,'r•" D t � w , MATERIAL \, '. \c, - t� `•.,` M FOR ^'t "rtsrrensk t a' uul.„9 /',:' F., "rr ;t , .�.. ...._.... ""r.y w5r as �s 4 DIAMETER 4" DIAMETER .E '. ar a;s All pints rr,ru+crttr .o P,.avrt Y,.,T c/Ire a rakti, S A n Ja.;rB k ii e t dy rErl 29' d3ke s• a h Pntcatl cx-,„.+ata Becton , +,. N T`o K4 WERE ODEPTH BELOW I- DRAIN TILE DRAIN TILE a ��: 4 Ir 7ys j ,I 11 r f , � �- ' P.P g d„ G ra F, r ggyy f �.x ifl J Z t ,�,::' �rF + I II6 P M x r r Itl'gr V� 7 _-_ __. `. ` hgGty, 1 t"f c,. c , rAturrNI steps r t 1 1 (�u , _. t w�M ;c4 1 ,�g"y pl �"If', If', pg fl � T � LI Z .,..«.' fi r J , Ij Ifni , a, I J n a^Po61A h d PIPE EXCEEDS 6' , p- SECTION A —A .,.�- appr„,mod , PLAN — 45- BEND CONC. CURB AND GUTTER ^ '' r r + at j^'+ 1 g na pp g dddv it . �" Graghm ,es ntfrsll be grdutere: Uur k?aath: s _ r {p hjgg{ c1#� E ........ .._ trio rxa'tl:d,k s11y94 1r,i.iao ;, ;,( _ h" u t ."'" 7F" tir l o' ,�" E ®' �7 r " ;eI . dy %�T ug y CATCH BASIN Vi �v NOTES. ; „y,.R g �" T} J i 1 7' xrlE. I' g?' a �' •�{ n 1. DIMENSIONS IN TABLE ARE BASED ON A WATER PRESSURE OF 150 P.S.I. `} _ Na rar-,k stu:aeturrs mfry slr.wed y �'T , ^ 4 d't ,[*... "'9 s.._..-i AND AN EARTH RESISTANCE OF 1 TON PER SQUARE FOOT.x7 '��--� v". •� r, �� T ��k ," � 1��, -. - f d ,, g 2. DIMENSIONS C1,C2,C3 SHOULD BE LARGE ENOUGH TO MAKE ANGLE 0 1) A MINIMUM OF 60 FEET OF DRAIN TILE SHALL BE PLACED AT ALL LOW POINT CATCH ---------`••.i'„ jl s3 1 I I' {' �'- s^.y'"' r' ``!".;� i, '.'I �';gte: I`aM�' EQUAL TO OR LARGER THAN 45'. BASINS. e5 ,I� 4 fir- Minlrnulm Slab thickrolet'%, Es er 64' „�; ,�; _,':'�.-,i t,_,' -, w I ;�,".;° u'.,' y' .$ xa+•� a'Bgl ':1�N $'$m k PROJECT NO: 15139 e 3. DIMENSION A1,A2,A3 SHOULD BE AS LARGE AS POSSIBLE WITHOUT t Ryesrtr, W,r,aa se th cHu:g.r tnr I c„r3w:c`.; a.. +~N:'rt+!g e t.. " DRAWN BY: KAB/SJH '' g ...».. / em,h A' of 'depth rosier [I7xm f4', •••-�- E ;.`. INTERFERING WITH M.J. BOLTS. 2) 4" PERFORATED DRAIN TILE WITH GEOTEXTILE SOCK SHALL BE PLACED IN A MINIMUM "'"' ''""'"^y / • `1 - -' , r' 4. SHAPE OF BACK OF BUTTRESS MAY VARY AS LONG AS POUR IS AGAINST t•• ( e art,9 r,gmHp=lee w,tn� Itl'„Al.'" N/It, moth ) - '� GuP :,. t,x" CHECKED BY: KAM OF 12" OF FINE FILTER AGGREGATE (� DIA. PEA ROCK). ._d... _- FIRM UNDISTURBED EARTH. 3 (V4 dn:aen kaS+hes THE FIRST 18" AT CATCH BASIN SHALL BE SOLID WALL SCH 40 PVC. -•-• ¢. '*'^"° " .. -_xx r DRAIN TILE SHALL BE PLACED BEHIND THE PROPOSED CURB LINE. BUTTRESS DIMENSIONS ( xx,•�"�•""�x�xx,•, PIPE 22 1/2 Bend 45' Bend 90• Bend SIZE E31 D1 B2 D2 B3 D3 6" V-5" 1' 5" 1' 5" V-5" 2'-1" V-6" 8" 1' 5" 1' 5" 2. 1" 1' 6„ 2. 8" 2, 0" 12" 1' 10" 1' 10" 3' 4" 2' 0" 4' 9" 2' 6" 16" 3' 0" 2' 0" 3' 10" 3' 0" 6' 2" 3' 6" 20" 3' 6" 2' 8" 5' 6" 3' 4" 8' 4" 4' 0" 24" 4. 0" 3. 0" 6'-10" 3'-10" 9'-8" 5'-0" 4 MAINTAIN CAT0,i BASIN I � �a�g g I.. p _ p 11AEA : ' a'� I� Be'. 11'llll .'...E fl'4. ' 1'":.I: c, CIVIL NTA POSITIVE SLOPE AWAY FROM CATCH BASIN AT ALL TIMES. DRAIN TILE SLOPE SHALL MATCH PROPOSED AT GRADE SLOPE OR 0.5 PERCENT, WHICH EVER IS AiAN+CiLE. GREATER. ' f WITH 'SUMP i 5) FOR CATCH BASINS NOT LOCATED IN A CURB LINE CONTRACTOR SHALL EXTEND DRAIN 'r..:': ^ - L.. F;.'"1r '•' ''. ��a ,_,�: MATE W :f" DETAILS TILE IN 4 DIRECTIONS, IN THE SHAPE OF AN X , FOR 15-FEET FROM EDGE OF CATCH ENGINEERING DEPARTMENT 310�• •-' 'I'' " r S '.:.';t.1:,r :-'.'.•: t-.:krt r BASIN STRUCTURE sat ww+d::a':' sre aldl+ "I"- '• III ;'':;:,; - 6) NO DRAIN TILE WILL BE ALLOWED WITHIN 10-FEET OF ANY WATER LINE. SHEET ---- ---- - ---- ----- ---- - - - - --- 14 THRUST BLOCK DETAIL FOR MECHANICAL PIPE BENDS 12 DRAIN TILE FOR LOW POINT CATCH BASINS 9 CATCH BASIN MANHOLE W SUMP 6 PEDESTRIAN CURB RAMP 5-5 3 PEDESTRIAN CURB RAMP 2-5 )NOT NOT TO SCALE C401 NOT TO SCALE C4O1 NOT TO SCALE C401 NOT TO SCALE C401 NOT TO SCALE C401 1 EXISTING CONDITIONS C50 =U0 IIIfff �HYO + 04fi0 9g oy3 906.] dB.21�9 iC ' 9 3 90e OBS 0 TC � 9 2 c Tp p BOA 9�68.] t 9 TC r T 10 .6 Q-V i90p � �0 Toox ry� >s=s `� < 5� �� OBh 3 COry OB.5 7 09.20p® GAS V ] (� 1� +910.J 4 C RP 9.2 15� • IOJ O75 RL s .0 08 IRON sA r 7 MONUMENT 908, MONU Oc OyRo iC \ 5. iC I 9 J OC 9101 v 90J.4 1 4 r` � ... e x Is p1 .J e ♦ sos �S„x� sc C &#2 \ J I1.9 6"\' 911.0 G� 911.6 ♦ C CQ �`. 9046 'YTC Gr Hro v907.6 v98 O e ej 'g 0) qq 9 �B iC 9104 ® TC C 4 C I12 2t� o -J POP p QG Tp5 910.8 =9m.z G� `' �i' �J� 5' LINE F THE SOUT 908.�Od3 g 0].9 C)"102 <"l �• F, o °j • 233 ET THE Ya s� 'd 91 s GQ- O x 2.0 '9 06 S TC 911. PN 918.fi ov' rn� o ♦ THE SW Y4 OF SEC 13 s *s s m �I I$.6 '•9120 G 911.5 �J Hh rx 90 '0 x985.J x 5 *9108a 0x 9 90Y.� "906a O TC 0.90.8 C o�`ti \oo , F� x912 910.3 N0 NV=e .fi \ J, gy�pp'� SSA C�, 91 0 9U 5 9168 911.7 k �09.4 +909k +909.1 48 �i� f.rsH 51 TO C�Q 9ppO6 TC f ss911_x9108 �9 2 1pA a } + Izz CULTIVATED FIE � C m @ e1Cz 131 ® "1,J x91oz x91o1 + 9cJ Tc � 1b a 11 911. 916.8 , x910.8 k '4 C 91 3£ A hro e1n 5 x9 I54]5 �' �xPB tt 1 dONUM Tc �V\ V 00gngg0 I8.1 x91 .fi 91A 916.2 1W.95AN �l TC34 l�J 9\�h - 918.2 2 90 TOP�90 i� 1 I v I8.1 � +9133 +914.a I],0 � INV=88 91 +916.5 +913.3 r JAA TC06 GJG 9 .3 Ol.g 911.2 4 �� AF 9134 J x91 GE D� 2-,� 13 y0 �T lJ�2 91 . �I]. z CON \ JJ.O +915 p 163 8 � e 0 yg,� x916a +916.J R ✓. 94 '9 +919] `91JJ 0P=9=911 i♦, INV0 .1 9123 C .Y\I1 x919.] 6 0. W au. ,z.a //�V�'T V .91g.6 „9m.4 x91a.3 1 1 WATER G (J919.8 xg2' + '4 5 �„/ •.i W05fi `920.3 v920.7 „919.J +920 v9218 I, ' 905.6 x 920.B 920.0 `91 OW �C 912 I �921-9 ��0o 920 a .9zo.e Fol7iJD Yz"SOLID �92 NORTH LINE OF THE �fW Y EC 24 UMENT 9zz1 _z 'N6 � � � IRC' MON 92. v921.1 � „921.5 Off\ e x92' „921.2 „9225 „920.6 x9 a OUND R 2. RIGF WAY TAKEN PE "az1, .9zz.2 `9v3 s A -x922"9zze 1 MNDO ROW PLAT N 17 .azHJ 9 „921.9 x921.J . , 3.0 +92i.J x923 x9125 ♦ x9233 x9 23J x9 3 +92J. I x 924. T f9 n9123.2 '923.0 �T +924. 240 � v922 h 4 , +9266 +921.9 -923.5 -923.1 x924.8 -924-8 O) �92SS „ 2 x9 „9245 x 925. EDGE OF FIELD .9z3s \ `9z6.3 4 x9 a.9 v g215 x9256 *92b5 , 1+9254 +9229 2 91 L6 x 92A4 �i x92G2 .9254 x9 9202' x921,6 *926.5 CULT AT D FIELD +926.9 �25.4 • 926� 926A `9J49 x9 63 919.9 9I .5 _ „y `921.8 .911.fi 7.1 +9[6.5� A x920J t 25.8 919.J /J, M A x v92 10 x924.15 _ _ 01311.7 y 26.6 g2},o 9� +926.9 ' DA3T OF V .9zs.J CONCE 9280 RATIO `927 +9263 ' �92 x923](_ ITC)=2L3 MIN „9218 -920 6 \� , F J x92 Y92]9 ' S. +924. 9I 3 * 9229 19., `921.1 +9263 `92J' 92].0 962 +g a *.24.4 „9]3.3 `9 .2 9194 +.19. +923.9 Qi1 999 (y UN \ , 913.9 v9R29 x92}g .2IL2 UND 6RL + =9z0�� • .9zz.6 ONUME n9 r� • 9223 126 w2az x921s x9 J xg21.J na +921.8 •' ]915.691T 2 A/ T +91JJ 9 3 9 „g1J.2 9 30 I 09. 91].6 6 +911.1 „911�9 , 9 TC 9I a 910.4 xg18.1 x I.6 `8 91fi. +9136 9CJ.1 9 6.3 ' 0 C q. G d 69J. x 696.1 • fi ,%1 91 3 j ✓ .9 3 99 917.4 W TC EDGE OF Fl x OI 22 W] +9�8 x9642 911.3 I 8 x9121 91J.0 96.4�098.2 +98. 03. "9 FD ND AL 11 M RAW 91]] ,1119 pa 1 896.3 900 MONUME iL Ja PC „094: 6951 3.5 6.4 910J 3T h ' 90B4 6 \ +906.2 90J.9 910.3 C J / 0, TO 9iC.5 911.Ir O TO TC91 91]9 1 AT,�91J.6 A A A I n /1 T _) I/ v I IT /1 � I A>A\, [� IA T N I I rn 1-J 1VII VL/A„/ I I VIA7F� I V V L_�A I I.Ai I lJ- I T VICINITY ,n I ITP.f i4J.9r21'i: PROJECT LOCATION 1 silis.:rr! 1-00, Sa mn tIjtt W x 914.1 918,5 x g09.5 .g09.3 RR ASS • `��910E 5-9Is4 1 '.5 �� 917,1 wwe EXISTING DRAINAGE AREAS Q OUT (CFS) STORM EVENT IMPERVIOUS AREA PERVIOUS AREA TOTAL AREA 2-YEAR 10-YEAR 100-YEAR SNOWMELT ROUTING DRAINAGE AREA (ACRES) (ACRES) (ACRES) (2.87") (4.26") (7.38") (10.90") 1 0.00 3.40 3.40 7.10 12.52 23.06 1.61 OFF -SITE NORTH 2 0.00 3.78 3.78 8.84 15.56 28.45 1.79 OFF -SITE SOUTH 3 0.00 1.46 1.46 3.21 5.66 10.38 0.69 OFF -SITE EAST TOTAL 0.00 1 8.64 1 8.64 1 19.15 33.74 1 61.89 1 4.09 NORTH 0.00 1 3.40 3.40 7.10 12.52 23.06 1.61 NORTH SOUTH 0.00 3.78 3.78 8.84 15.56 28.45 1.79 SOUTH EAST 0.00 1 1.46 1.46 3.21 5.66 10.38 0.69 EAST I Tt� Rtupnerf 61k d)1 sh, T �?;I � i9Z I pull)""I � � •, ells � �U � I r- P�° _ L• As W-Ar �IRRIM f�{I {�O,/�j �''" 1�I��f�TO '��: �� 9�•, '� ��// '� inn � I�If'rll �► , AG '' i ) O ' •$ ' �a /`�M�,;�•i�/•�,�) �W MAN im � Ili .� �_.r�w.....a MI r \FAW d I • � � I�� rw,-ARE e.,,�'' tmA All Y` MINE W" �� -=� ��'�� - � /,�8�, Yam^ �. YEA •-.��, �\�11 ' I/I/ / � • �� Vim. el � �11 . -� iftl �y, �� yl,� �11 _ Yam" ! -�24`S6•) � ��' \ 56Y�"' IN Alf► 1N'Lf�- �•.��;�� I. �:,�(�(� _ ,,, 1116 w 'A _WWI I ValED I/ 11. �; 'S�':1 Yyyll ItV.�y1) `��/ Aa �. � 111111 ��' �� ♦ r► `1•sv�., a Y�el ��'�7: j�lllllllu�l►1 I� f� tffin �`�1�2 V�k�1, � 1 Yin s3r1�T�1►\�w� 1 IllWWI iIIIC`III1II,\�•�� _.-; Ya-NII Yf6Y.l P X%Xinl'I Yrl l'I Yy'I�ii.A\IN YsuY)��,�d`�V��A V f � � � 1 -�. ' V' Di I `) � ffiib� 4i� 'II• �.1. --�v �r e O � Yyp�.AA) I I 2 PROPOSED CONDITIONS C50i =Wo PROPOSED DRAINAGE AREAS DRAINAGE AREA IMPERVIOUS AREA (ACRES) PERVIOUS AREA (ACRES) TOTAL AREA (ACRES) Q OUT (CFS) STORM EVENT 2-YEAR (2.87") 10-YEAR (4.26") 1OD-YEAR (7.38") SNOWMELT (10.90") ROUTING 1 0.03 0.53 0.56 1.86 3.67 7.06 0.36 OFF -SITE SOUTH 2 1.97 1.63 3.60 - - - - FILTRATION BASIN #1 3 0.44 0.55 0.99 - - - - FILTRATION BASIN #2 4 0.14 0.69 0.83 - - - - FILTRATION BASIN #3 5 0.30 0.23 0.53 - - - - FILTRATION BASIN #4 6 0.90 1.01 1.91 - - - - FILTRATION BASIN #5 7 0.05 0.17 0.22 0.66 1.17 2.20 0.11 OFF -SITE EAST FILTRATION BASIN #1 - - - 2.18 11.75 12.38 1.60 OFF -SITE SOUTH FILTRATION BASIN #2 - - - 0.09 0.10 3.99 0.09 OFF -SITE SOUTH FILTRATION BASIN #3 - - - - - - - FILTRATION BASIN #4 FILTRATION BASIN #4 - - - - - - - FILTRATION BASIN #5 FILTRATION+ BASIN #5 - - - 1.58 8.19 22.47 1.25 OFF -SITE NORTH TOTAL 3.83 4.81 8.64 6.37 24.88 48.10 3.41 NORTH 1.34 1.9,3 3.27 1.58 22.47 1.25 NORTH SOUTH 2.44 2.71 5.15 4.13 %.19 15.52 23.T 2.05 SOUTH EAST 0.05 0.17 1 0.22 0.66 1.17 2.20 0.11 EAST STORMWATER RUNOFF SUMMARY 2-YR STORM (2.87") RUNOFF (CFS) 10-YR STORM (4.26") RUNOFF (CFS) 100-YR STORM (7.38") RUNOFF (CFS) 100-YR SNOW MELT (10.90") RUNOFF (CFS) EXISTING SITE 19.15 33.74 61.89 4.09 PROPOSED SITE 6.37 24.88 48.10 3.41 PROJECT NARRATIVE THE SITE IS A 8.64 ACRE PARCEL LOCATED AT THE SOUTH WEST CORNER OF THE INTERSECTION OF HIGHWAY 101 AND 86TH STREET WEST. CURRENTLY THE SITE IS A FARM FIELD USED FOR ROW CROPS. A MAJORITY OF THE SITE DRAINS THE CULVERTS/STORM SEWER LOCATED IN THE NORTH EAST AND SOUTH EAST CORNERS OF THE SITE. A PORTION OF THE SITE ALSO DRAINS TO THE ADJACENT PROPERTY TO THE EAST. ALL DRAINAGE IS VIA SHEET FLOW AND SHALLOW CONCENTRATED FLOW. NO STORM WATER MANAGEMENT IS CURRENTLY BEING PROVIDED FOR THIS SITE. THE PROPOSED DEVELOPMENT WILL INCLUDE THE ADDITION OF AN APPROXIMATE 55,000 SQUARE FOOT SENIOR HOUSING BUILDING AND 9 TOWNHOME BUILDINGS. PARKING, WALKING PATHS, AND SIDEWALKS WILL BE PROVIDED TO SERVICE THE PROPOSED BUILDINGS. STORMWATER MANAGEMENT FOR THE SITE WILL BE PROVIDED VIA 5 FILTRATION BASINS ON THE SITE, SUMP CATCH BASINS, AND GRASS SWALES. DUE TO THE CLAY ONSITE SOILS INFILTRATION IS NOT FEASIBLE. N 60' 30' 0 60' 120' SCALE 1" = 60' ABBREVIATIONS BLDG Building BMP Best Management Practice BW Bottom of Wall CB Catch Basin CONC Concrete ELEV Elevation EX Existing FEE Finished Floor Elevation HWL High Water Level INV Invert MAX Maximum MH Manhole MIN Minimum Minnesota Pollution Control MPCA Agency National Pollutant Discharge 1 NPDES Elimination System NWL Normal Water Level PVC Polyvinyl Chloride RCP Reinforced Concrete Pipe TIN Top of Wall W.O. Washout OWNER: MICHAEL HOAGBERG, MANAGING MEMBER HEADWATERS DEVELOPMENT 17550 HEMLOCK AVENUE LAKEVILLE, MN 55044 AGENCY CONTACTS CITY OF CHANHASSEN ENGINEERING DEPARTMENT 7700 MARKET BLVD. PO BOX 147 PHONE: (952) 227-1160 MINNESOTA POLLUTION CONTROL AGENCY 520 LAFAYETTE ROAD SAINT PAUL, MN 55155 PHONE: (651) 296-6300 RILEY PURGATORY BLUFF CREEK WATERSHED DISTRICT 14500 MARTIN DRIVE SUITE 1500 EDEN PRAIRIE, MN 55344 PHONE: (952) 607-6512 POLLUTION PREVENTION MANAGEMENT MEASURES SOLID WASTE DISPOSED PROPERLY; COMPLY WITH MPCA REQUIREMENTS. HAZARDOUS WASTE STORED SECONDARY S CONTAINMENT, RESTRICTED ACCESS) AND, DISPOSED IN COMPLIANCE WITH MPCA REQUIREMENTS. EXTERNAL WASHING OF TRUCKS AND OTHER CONSTRUCTION VEHICLES MUST BE LIMITED TO A DEFINED AREA OF THE SITE. RUNOFF MUST BE CONTAINED AND WASTE PROPERLY DISPOSED. NO ENGINE DEGREASING ALLOWED ON SITE. CONCRETE WASHOUT ON -SITE: ALL LIQUID AND SOLID WASTES GENERATED BY CONCRETE WASHOUT OPERATIONS MUST BE CONTAINED IN A LEAK -PROOF CONTAINMENT FACILITY OR IMPERMEABLE LINER. A COMPACTED CLAY LINER THAT DOES NOT ALLOW LIQUIDS TO ENTER GROUND WATER IS CONSIDERED AN IMPERMEABLE LINER. THE LIQUID AND SOLID WASTES MUST NOT CONTACT THE GROUND, AND THERE MUST NOT BE RUNOFF FROM THE CONCRETE WASHOUT OPERATIONS OR AREAS. LIQUID AND SOLID WASTES MUST BE DISPOSED OF PROPERLY AND IN COMPLIANCE WITH MPCA REGULATIONS. A SIGN MUST BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY TO INFORM CONCRETE EQUIPMENT OPERATORS TO UTILIZE THE PROPER FACILITIES. THE CONCRETE WASHOUT AREA INDICATED ON THE PLANS IS SHOWN IN AN APPROXIMATE LOCATION. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION IN ACCORDANCE WITH MPCA REQUIREMENTS. NOTE: THE STORM WATER POLLUTION PREVENTION PLAN FOR THIS PROJECT INCLUDES THE CIVIL ENGINEERING PLANS AND THE PROJECT MANUAL. CONTRACTOR TO SUPPLY CONSTRUCTION PHASING NARRATIVE, ESTIMATED PRELIMINARY QUANTITIES OF ALL EROSION PREVENTION AND SEDIMENT CONTROL BMP'S ANTICIPATED AT THE START OF THE PROJECT AND FOR THE LIFE OF THE PROJECT, AND LOCATION OF AREAS WHERE CONSTRUCTION WILL BE PHASED TO MINIMIZE DURATION OF EXPOSED SOIL AREAS. CONTRACTOR IS TO REVIEW MINNESOTA POLLUTION CONTROL AGENCY'S INSTRUCTIONS FOR THE APPLICATION FOR MINNESOTA'S NPDES/SDS GENERAL STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY PRIOR TO SUBMITTING APPLICATION. INSPECTIONS EXPOSED SOIL AREAS: ONCE EVERY 7 DAYS AND WITHIN 24 HOURS FOLLOWING A 1/2 INCH OVER 24 HOURS RAIN EVENT. STABILIZED AREAS: ONCE EVERY 30 DAYS. FROZEN GROUND: AS SOON AS RUNOFF OCCURS OR PRIOR TO RESUMING CONSTRUCTION. RECORDS: A COPY OF THE GRADING, DRAINAGE EROSION CONTROL PLAN AND WATERSHED DATA & SWPPP PLANS AS WELL AS THE INSPECTIONS/MAINTENANCE LOGS ARE TO BE KEPT EITHER IN THE FIELD OFFICE, INSPECTOR'S VEHICLE OR CONTRACTOR'S VEHICLE. NOTE: THE CONTRACTOR MUST COMPLETE, SIGN, OBTAIN OWNERS SIGNATURE, PAY FEE, AND SEND IN THE NPDES PERMIT APPLICATION. OTHER NOTES: 1. LONG TERM MAINTENANCE OF THE SITE WILL BE PERFORMED BY THE OWNER. INCLUDED MAINTENANCE FOR STORMWATER DEVISES SHALL BE: 1.1. INSPECT SUMP CATCH BASINS ON A BIANNUAL BASIS, ONCE IN THE SPRING AND ONCE IN THE FALL 1.2. CLEAN SUMP CATCH BASINS OF SEDIMENT AND DEBRIS ANNUALLY OR WHEN SEDIMENTS FILL j OF THE STORAGE VOLUME. 1.3. INSPECT FILTRATION BASINS ON A BIANNUAL BASIS, ONCE IN THE SPRING AND ONCE IN THE FALL. 1.4. ENSURE FILTRATION BASINS ARE FUNCTIONING AS DESIGNED. 2, THIS SWPPP DOCUMENT HAS BEEN PREPARED BY BKBM ENGINEERS. A COPY OF THEIR EROSION AND SEDIMENT CONTROL PROGRAM CERTIFICATION IS AVAILABLE UPON REQUEST. 3. THIS SWPPP DOCUMENT MUST BE AMENDED AS NECESSARY DURING CONSTRUCTION IN ORDER TO KEEP IT CURRENT WITH THE POLLUTANT CONTROL MEASURES UTILIZED AS THE SITE. THE SITE MAP SHOWING LOCATIONS OF ALL STORM WATER CONTROLS MUST BE POSTED ON THE SITE AND UPDATED TO REFLECT THE PROGRESS OF CONSTRUCTION. CONSTRUCTION ACTIVITY EROSION PREVENTION PRACTICES PROVIDE TEMPORARY PROTECTION OR PERMANENT COVER FOR EXPOSED SOIL AREAS WITH A CONTINUOUS POSITIVE SLOPE WITHIN 200 FEET OF A SURFACE WATER, CURB AND GUTTER, CATCH BASIN, OR ANY STORM WATER CONVEYANCE SYSTEM CONNECTED TO ANY OF THE ABOVE WITHIN THE FOLLOWING TIME FRAME: THE TIME AN AREA CAN REMAIN OPEN WHEN NOT ACTIVELY BEING WORKED ON: SLOPES STEEPER THAN 3:1 - 7 DAYS SLOPES 10:1 TO 3:1 - 14 DAYS SLOPES FLATTER THAN 10:1 - 14 DAYS DITCHES THAT CONNECT TO A SURFACE WATER MUST BE STABILIZED WITHIN 200-FEET FROM THE EDGE OF PROPERTY OR WITHIN 200-FEET TO ANY SURFACE WATER WITHIN 24-HOURS. PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24-HOURS AFTER CONNECTION TO A SURFACE WATER. SEDIMENT CONTROL MEASURES MUST BE INSTALLED ON ALL DOWN GRADIENT PERIMETERS BEFORE ANY UPGRADIENT LAND DISTURBING ACTIVITIES BEGIN. SEDIMENT AND EROSION CONTROL MAINTENANCE PERIMETER SEDIMENT CONTROL PRACTICES: WHEN SEDIMENT REACHES 1/3 THE HEIGHT OF THE BMP, THE SEDIMENT MUST BE REMOVED WITHIN 24 HOURS. IF PERIMETER SEDIMENT CONTROL HAS BEEN DAMAGED OR IS NOT FUNCTIONING PROPERLY, IT MUST BE REPAIRED AND/OR REPLACED WITHIN 24 HOURS. PERIMETER BMP MEASURES MAY INCLUDE SILT FENCING. CONSTRUCTION SITE VEHICLE EXIT LOCATIONS: ALL TRACKED SEDIMENT ONTO PAVED SURFACES MUST BE REMOVED WITHIN 24 HOURS OF DISCOVERY OR MORE FREQUENTLY IF REQUIRED BY CITY OR WATERSHED. CONSTRUCTION SITE DEWATERING: SITE WATER DISCHARGE DUE TO CONSTRUCTION DEWATERING OPERATIONS SHALL BE MONITORED FOR SEDIMENTATION AND TREATED PRIOR TO DISCHARGE TO PUBLIC STORM SEWERS. TREATMENT OF DEWATERING DISCHARGE MAY BE ACCOMPLISHED BY TEMPORARY SEDIMENTATION BASINS OR OTHER APPROPRIATE BMPS. FINAL STABILIZATION STABILIZATION BY UNIFORM PERENNIAL VEGETATIVE COVER (70% DENSITY) DRAINAGE DITCHES STABILIZED. ALL TEMPORARY SYNTHETIC AND STRUCTURAL BMP'S REMOVED. CLEAN OUT SEDIMENT FROM CONVEYANCES AND SEDIMENTATION BASINS (RETURN TO DESIGN CAPACITY). SOIL SURFACES COMPACTED DURING CONSTRUCTION AND REMAINING PERVIOUS UPON COMPLETION OF CONSTRUCTION MUST BE DECOMPACTED THROUGH SOIL AMENDMENT AND/OR RIPPING TO A DEPTH OF 18 INCHES WHILE TAKING CARE TO AVOID UTILITIES, TREE ROOTS AND OTHER EXISTING VEGETATION PRIOR TO FINAL REVEGETATION OR OTHER STABILIZATION. GRADING & SOILS BASED ON SOIL BORING PROVIDED BY BRAUN INTERTEC: THE FOLLOWING SOILS ARE ANTICIPATED TO BE ONSITE AT THE DEPTH SPECIFIED BELOW GRADE: TRACE-18 INCHES TOPSOIL 0-7 FEET - ORGANIC CLAY (ORGANIC DEPOSITS) 0-4 FEET - SANDY LEAN CLAY (FILL) X>7 FEET - SANDY LEAN CLAY & CLAYED SAND (GLACIAL DEPOSITS) REFER TO THE GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION. - r^ M U r)� I� �W^ V^I I"1 ra^ V, LO IO O < W O OV w Lo Z Z wa i2 U Z � �"„ z to 04 M W N vi in Z `0'0 H m� J 00,,`OS O'0 QqU' (9� waZ0;0, EU � 0404 0 O W 0 V O j O V) m d i� 00 LO �papgl 6 aN II I 6 E t v E o= oj I I m Z 0 Y g o w mN c C i6 c6 U .R o YW :2 Z6�EE Z oo�m�v zdi Ca W Z O c C W corn� _ m ` o a LOZd LPL III =m 5 U �a fir` CI o ON d>0�10 10 da0 O o n i--0Uzg z w � H d W W 0 Q W �g�wZ 2 LLl d = W � uo� i- W O IIyyII Y 1= 0 V U aaaaaa r 0 ,04 il a N a V Z ^J 001 I..L Z LLI O 00 LLI 1 z Z O M z Ln Lnz w O v I 15i1 e I l 111 7 L= Q L a v PROJECT NO: 15139 DRAWN BY: KAB/SJH CHECKED BY: KAM STORM WATER POLLUTION PREVENTION PLAN V1111�2 tt' sw i� Ali ©COPYRIGHT GOOGLE MAPS C500 X 0 /TC i HYD TC 907.0CB TC TOP-905.9 907.2 907.2 INV-902.0 90107.Jc 9WA2 TC BTL \ .907.6 06.9 907 Uv 907.1 � ti \s TC ny A TC g2 Tc x91 .2 0 00°j 908.7 e 9iT �O TC .6 0 Rg 9 off° �9O c a s3 c 18"RA7 P ' TC TC x 910.7 G0 Q `90 3 OyC 08.5 909.2 GP® G 9.7 (_� GP TC0.0 0`0^ x 91 .6 I 907.3 \ �TF PTO 9a$ 9 G GP\ x z 107 ioUND RL �gL1.S 1.0 08. 15475 IRON �1 r Tc.6 x91 .2 9 Tc 7 e x�%. / / x907.1 MONUMENT 9oe.1 099°O %...D UNK H/GHWA Y NO. 312 I A -T- N I /1 'J -7 1 L _/-\ 1 I v \-/ . I lJ - I / r7_ I. z 912.5 r 3 xg 3 �I 11 l 11 911.4 z9 0 /1k1 z �2 911.8 //9199 1 911.6 ,a 111 /I Ix 911.7 "'" xslas � m.L �sy,Lc 908.8 ��sss Tc 9�\ \ 908.9 92 TC 0-FOUND RLS08 \ 910.2 12043 IRON MONUMENT ON C �\ DESCRIPTION OF PROPERTY SURVEYED (Per Trustee's Deed Doc. No. 550537) Outlot E of the plat of Mission Hills, Carver County, Minnesota, said plat being of record at the Carver County Recorder's Office, excepting therefrom existing right-of-way as taken for Trunk Highway Number 312. PLAT RECORDING INFORMATION The plat of Mission Hills was filed of record on December 30, 1994, as Document No. 175888. [ ] Bearings and/or dimensions listed within brackets are per plat or record documents. TITLE COMMITMENT This survey was prepared without the benefit of current title work. Easeaments, appurtenances, and encumbrances may exist in addition to those shown hereon. This survey is subject to revision upon receipt of a current title insurance commitment or attorney's title opinion. GENERAL NOTE I.) Survey coordinate and bearing basis: Carver County Coordinate System UTILITY NOTES I.) Utility information from plans and markings was combined with observed evidence of utilities to develop a view of the underground utilities shown hereon. However, lacking excavation, the exact location of underground features cannot be accurately, completely and reliably depicted. Where additional or more detailed information is required, excavation may be necessary. 2.) Other underground utilities of which we are unaware may exist. Verify all utilities critical to construction or design. 3.) Some underground utility locations are shown as marked onsite by those utility companies whose locators responded to our Gopher State One Call, ticket number 142880897. 4.) Contact GOPHER STATE ONE CALL at 651-454-0002 (800-252-1166) for precise onsite location of utilities prior to any excavation. AREA Area = 376,546 square feet or 8.64 acres V x 909.5 x 909.3 991173- 1910.8 z Ll - xD16.-4- 5?z 916.1 x915.4 WWB 918.1 WWB 917.8 917.6 WW8 LEGEND 0 Denotes iron monument set marked BENCH MARKS (BM) with P.L.S. No. 44890 I.) Top of top nut of fire hydrant on the west side of Highway 101, Ist hydrant sough • Denotes found iron monument of 86th St. W. Elevation = 914.12 feet BTL Denotes beaver tail curb CB Denotes catch basin 2.) Top of top nut of fire hydrant on the north side of 86th St. W., Ist hydrant CBX Denotes communication box southeast of Highway 101 DIP Denotes ductile iron pipe Elevation = 913.32 feet EMH Denotes electric manhole G Denotes gutter Elevations shown are based on NAVD 88 Datum GAS V Denotes gas valve GP Denotes guard post HCR Denotes handicap ramp HYD Denotes fire hydrant INV Denotes structure invert LP Denotes light pole (P) Denotes per plan PVC Denotes polyvinyl chloride pipe I hereby certify that this survey, plain, or report was RCP Denotes reinforced concrete pipe prepared by me or under my direct supervision and SAN Denotes sanitary manhole that I am a duly Licensed Land Surveyor under the SAN S Denotes sanitary sewer laws of the State of Minnesota. ST S Denotes storm sewer TC Denotes top of concrete curb Dated this 4th day of November, 2014 TCS Denotes traffic control sign TCBOX Denotes traffic control box SUNDND SURVEYING, LLC. TL UGC Denotes Denotes traffic light underground communication line /J � By:-7 -L -�/ft _______________ - W Denotes water line /� Leonard F. Carlson, P.L.S. Minn. Lic. No. 44890 WV Denotes water valve 1 Vj WWB Denotes wood wall base EVG Denotes evergreen tree MPL Denotes Maple tree POP Denotes Poplar tree on RECEIV HASSEV NDN Drawing Title: JEC 0 b 2014 BOUNDARY, LOCATION, TOPOGRAPHIC and UTILITYSURVEYFOR. !;NMIHaSSENPLANNINGDF> l SPER/DES RE/NERSARCHITECTS, INCCHANHASSEN SENIOR HOUSING 40 0 40 80 SCALE IN FEET L JISUNDE 9001TMJNG9Main Office: 118 Bloomington, Minnes Oota 5420 3435 West Mandan, North Dakota 701-663-5562 www.sunde.00m Project- 2014-/79 Bk/Pg 7 Township:1/6 Range.-2-3 Section:13 File: 2014 /79001. dwg Sheet: 1 of 1 2I PROPOSED PLAN SYMBOLS CONSTRUCTION LIMITS - - - - - - - SILTATION FENCE --- PROPERTY LINE - - - - - - - - - - - (S(gqAWCftftUOoTXX�LLINE PROPO 8 CONTOUR DRAIN TILE---�--- STORM SEWER >> RETAINING WALL CATCH BASIN ■ MANHOLE 907.1 c h "soe{.J'm 7.II 507.3 TC BTL S0a5 7 907.T: 909.0 508.x .HCR 9074 soes E31TUMINOUS\ soTs BTL A905 TC 2 G\O�Jp 09-- 2TOS. 1 x soa.6 \ n 's BM#1 <9�� 3 �y�� CONC =soQz so a ST WV(P) HYD " 09.5� p�9o�p1 908.7 08.2 TP's08. 12" RCP o AO 9 6.4 CC { 3 ST S 4OJG 90R, C TC 9 3 �o©�i / 3 . S 2 0 Oq9 TC SC8.7 CB TOP=907.3 INV=904.5 �ITC p �\ Sp�C 5 'J \,P �Op�` C '� 18"RCP C•, F�sTC TC \� G0Q i9 3 O,G 508.5 50S.2 GP® GAS V 09.7 FLARED END SECTION ® {\ �� x 91o.7 �� • - 2 cp s GPq'0 GPGP FL SILI VO 9 TC la.o e x 91 s /s1 5 T� ro °s� FLARED END SECTION WITH RIPRAP %0 9 0 7 0 ,\ 4 2 r APPROXIMATE DISTURBED AREA IS ` s EROSION CONTROL � s11s o �� ) s so 90 ss BLANKET TEMPORARY 5.64 ACRES n TG x91 .2 91o.7 is`-P /� 2 FIL OPI / \ o ro so s o.1 EROSION CONTROL �I ,X-;,�/ ce 5S / 0� " 1.z / 7�a ] /�908.4�/ 5 9' 9 s slo�o BLANKET (PERMANENT) �'L" C X �' P 9u.7 ° c� A` \�J 911.9 tis s1l.o a e sl s / / 2 2 Ss, sass �SrBM#2 ROCK CONSTRUCTION G c G` �x I.s / / 2 ° �/ s q TC Hvo ENTRANCE \ xs11.5 O� e s ''o 51o.8 -res 910.4TC \ �0°BOG s1o.5 xs10.2 DRAINAGE FLOW ARROW �j 122 TC 511.3 q\9 V� x S. x B. xSI0.2 Si1.5 TC� l� \.\ ��F, / TC OJT �Ozo s 4 : x90a-r_ xso / A 9'0 \ sl . 0 0 y/ RETAINING WALL SPOT Yyy20� / ELEVATION bW 06.1 p0��,0 `' Go��J�\��./ P$OPOSED I 9 s .o� rc s 11. yP� T910.6 C SPOT ELEVATION 0.3 V \\ TC'6 "slzo si 5 0,�/yam/ti i�` s s 8.7 FF .�J�s.a� 4 a�� zs ITc wv s1o.6 SA `910.8 slosc SOIL BORING ^ y ?oP= 10.6 17Cs1o.s ' s117 xsos-4 x5 .a xso.l 1 O.6yPV ?c CONCRETE WASHOUT o cRSTE �i a a e y p I0.7Qt AREA Wo. AREA �� \ TC C0Q PROPO' //x 2510.5 s 2°�'.o° 3. ./_ V ®`7.�1 GT E D F I E '� P "" 5 3 1 c s 9l¢2 /� �2 GilT 1 7 *NOTE: FF CONSTRUCTION LIMITS ARE ANTICIPATED v 13.1 ® �/�� \ / 3.3 r� / / 91017 TO BE PROPERTY LINE UNLESS OTHERWISE \ .�` 7c P �j s\9i 4 xslo.. xs1o.1 TC SHOWN. (- /9 k RC s11, slsa "sl T-a j 3.3 NOTE: vi TC 7�� e �y�s13.1 ,)s STORM SEWER INLETS NOT SHOWN ON PLAN MAY / 9. ti s11.7 / / / 1 2.8 s s s1a. RECEIVE RUNOFF FROM CONSTRUCTION ACTIVITIES. ( ` P8 s9 513.4 °egoo 5 s z ll.7 x '3.0 4 2 7 �I \ 9 os.ssAN INSTALL INLET SEDIMENT PROTECTION PER DETAIL J rc / esti'� sl¢z o UU / '4 n.o ° i°P=9( I 2/C400 ON ALL STORM INLETS THAT MAY RECEIVE i ABBREVIATIONS BLDG Building BM Bench Mark BW Bottom of Wall CB Catch Basin CONIC Concrete ELEV Elevation EX Existing FIFE Finished Floor Elevation HWL High Water Level INV Invert LFE Lower Floor Elevation MAX Maximum MH Manhole MIN Minimum PVC Polyvinyl Chloride RCP Reinforced Concrete Pipe TW Top of Wall W.O. Washout 905.5 -C RUNOFF. DC �" x 9'/ \ y[.3 09.2 1. Il�di'ilit� � 1 li `C INV=90 .I 6.D.•� TC 512.3 .Oj n91 S.3 15 x52L6 5 / j ACC ST-4 19.5 5 / / 0 5.8 s1I.s ��o 1 xslas P I�.I / WATER / J R' x 920.4 P Tcal 512.4 +o + sl a 6.7 65 3.0 h� 9o5s �CONIC szo.7 6.4 .7 5 1.918.00 sl . _ 9oss szo x 912.5 / � � z. c12. / 7.2 , 7.6 9142 TIC - 520.1 " 5 TC �/4// PRO OS x / s / /"� O BU 8.5 x szo. .I x �zzz Is P 512. y{� fFE. 0 x921. � o •s21. 2 0, w CB / TC 5 52 .9 / x 521.1 _.� x S /Q x 9 0S � 914.3 Top/-912o 0 I� o TC IN :4:]912 902. I/ � 8_8_ 5 g �a\ � 917.56s SG 13.29.5/ x9 521. x93.0 /� p � Tc /� � z.o 0 AK.\ � ,.- s14.3 79 .z / s ROV 17 - 9.7 � 6.:.J` "523. 2 �G% 3 14 �, 5125 c \ / �' / 2 3.2 x 923.3 i 5T-9@ DS -® 522. STRM #13 3 23. :2:]/ ON / rc5125 sz3. sz1. - S a H 3.o 914.4 /q �/ // �1.1� 3 sz4.4 S z 919.00 6.2 x5zz./4 / 9.08 x �4 / x 924.II Sif- a 922. x924.8 1.1 s�4s 12 ` 2.2 xs 914.6 ti 5 Tc /� � O EDGE OF FIEL\ 3.3 3--n� ,r y> I �iZ.s/2.0� \ � s .2 7..6 � � 513.5 hJq �Cc'// "925.5 4 1.7 -•=�y� 2-y�.� .92 C 1xL T V D ' 21.5 / 914.s�Nv=sao'aN ` A s-a /9Is/zi �� sa sns < 97312 n / 27.1 1.9 / 3.4� • x 925.8 TCS.IP y - xs2zs S 8 2.0 •'�Y �[-3 / s27.41' "s os 919.7 17 # / sll.7 x926.69 l i sls.z / Tc q 5 �_3.1 � 4.3 �� TC 925.7 \ �s14.0 Is o. ' ' 4.4 s23,7 0T / rz�ls/a � � sv.. 3.4 - , � ' � x s25/ ®TS7 � .o x �n^^ n 3.2 I / g� 1913.5 ti / S s 7 S 9.6 \ _/ 527.9 ✓� '- 4.5 4.02s. 3.4 1 �1 ; q\ , I 913.0 9TC 15.4 TC Q �� 3r's�5.1"szz. x 92 \ x / 3.3J,y I a sls.o �� x 3 7 4 2J 3. \ 4 4.4 x 3. 2.8 S. �z.z CSs I TC �� - 12 2.8 �, o 2.8 I I / / 913.9 TTT �+ STRM x sz xQzs: I rn 91-7 I s 4.1 2'S ` 1.x I s1a4 / 3 2.9 /xszz.s P UILDYIQB /s 924.50 ` 3.3 2.4 / L'�`L� �13.50 r 91 J sCl Sa ? I I _ 3.20 ® 4.1 / / \ \x 4.0 e *91a.Pslap / / / \ _ 920.5 3.1 ST-11I 1 /x � 3.3 s �„ 2.2 � .s 2.0 q - I / 9I4.I v 4.5 i/ 2.0 0 �x 220 RCa cB l NV=910.1 CW 915. J eor=$ss.a sia.a S 2 �l Tcs.3 =sls.l / sl .8 1 -stems 4.5 % 3.3 \ \ 4.0 3.5 a IRflh1� 3.7 9.E I 'I s\ � �l i. 9�1.1II I Z 14.7 6.5 /- \ 920.1 TG �TC 15y 1 I� I 4 I - OTpF PER_ '. 2.7 \ 3.3 94 6.7 \ 2.7 6 I 2 515. _\ j / H--L A-2.0� \ \ \ : 3_.4 ` ® \ \ \ \ - Isl 920.s�919.0 r _ sl z O \ TV�T - L / _ 3 3.0 3.0 sla.s x917.w� o sls.7 x T 06-- y -�'7 T� slss � 4-0 92.9 IIs6/ 1. 7RM4 \ �� '` �'� ✓0 3.6 '® 3.2 -\ xs 1�5. s 43 7s 4 3 0.7 \so \ s aYj I 3.4 � ST-13 �I 915a q - \ 2.3 �" x 3 0. 2.6 , \¢ KEYED NOTES KEYED NOTES ARE DENOTED BY 0 ON PLAN. INSTALL ROCK CONSTRUCTION ENTRANCE. REFER TO DETAIL 1/C400. INSTALL SILT FENCE USING ORANGE FABRIC. REFER TO DETAIL 4/C400. INSTALL INLET SEDIMENT PROTECTION. REFER TO DETAIL 2/C400. INSTALL MN/DOT 3885 CATEGORY 2 TEMPORARY STRAW FIBER EROSION CONTROL BLANKET. INSTALL MN/DOT 3885.28.5 CATEGORY 1 TURF REINFORCEMENT MAT. ADDITIONAL PERIODIC MAINTENANCE MAY BE REQUIRED AT OVERFLOW AREAS. FILTRATION BASIN AND WATER QUALITY TREATMENT PONDS ARE TO BE CONSTRUCTED AT THE BEGINNING OF GRADING OPERATIONS. FILTRATION BASINS ARE TO BE ROUGH GRADED AND SURROUNDED WITH SILT FENCE PER DETAIL 4/C400. REFER TO DETAIL 2/C100 FOR FILTRATION BASIN CROSS SECTION. CONSTRUCTION TRAFFIC IN FILTRATION AREAS IS NOT ALLOWED AFTER AREA HAS BEEN EXCAVATED. IF AREA BECOMES COMPACTED, LOOSEN SOIL WITH MECHANICAL TILLER PRIOR TO FINAL STABILIZATION. FILTRATION AREAS ARE NOT APPROVED BORROW SITES AND ARE NOT TO BE USED FOR TEMPORARY SEDIMENT BASINS. CONTRACTOR SHALL ENSURE THAT BASINS INFILTRATE AT A MINIMUM RATE OF 1-INCH PER HOUR USING A PERCOLATION TEST ON ALL BASINS BEFORE FINAL ACCEPTANCE. PERCOLATION TEST SHALL BE SIGNED BY A REGISTERED GEOTECHNICAL ENGINEER AND SUBMITTED TO THE CITY AND ENGINEER FOR REVIEW BEFORE FINAL APPROVAL. APPROXIMATE LOCATION OF TEMPORARY CONTAINED CONCRETE WASH OUT BIN. REFER TO THE MINNESOTA'S NPDES/SDS GENERAL STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY FOR MORE DETAILS. SELF CONTAINED CONCRETE WASHOUTS ON CONCRETE DELIVERY TRUCKS IS AN ACCEPTABLE ALTERNATIVE TO ON -SITE CONTAINMENT. � VARIES Tc\3 ? 1 4 \ 4.1 I.o sle.s sn.4 C\ - - ''II--'' --S/ 4-INCHES OF FILTRATION MIX w TC s.' Icy 2 3.0 .�f•�,�\t� o \ x9.0.7.1 RAIN GARDEN 9.0 tiW11.2! 2 3.9- sISIZIt 7.0 6.64 lax _=1I 3 7 PLANTS OQ� \517.0 �"' I I /ir'j _ ---x- 0 x /�, _ ( ass.4 4 G---- t� 4 . - = = TC sls.5 am .:.. - SEE PLAN FOR PROPOSED ELEVATION - I ' TC 30 RCPC t 1 =$ 8S4 x. 4 5 6 _ ... V/ "'Vn✓ L sl, \ „r �2 '(�895.3 63ag��- �x .5 _� 508.4 S 5.8 0.7 ST S II _89 $: o \�5 x SO52 910.3 x ��\�= s�-soa5e� - _ _ _ 907.5 J -. 90� 20„ TC l Ts 0 9n.9 �1 �� saw - g19 = e V.t - x soss sos.3 - -III GEOTEXTILE FILTER TC �' \D_= 970- -se7.o _" ";� _. -S,`2 _911.1"-_x91oa G R A 5 S II_=�1; FABRIC MN/DOT 3733 918.1 rc TL sn.s\ U'R-AS� _- -g/g �'0 ---9+o.s_-x9�+$' -F;Is_ -9E4- -5' -91rs- -I = = _ - - - - - - - TYPE 1 (TYP) 9182 erg/ ✓� / /'-- _- �814'Z- �915 /'S _ '- " 91 O.II 1 1=III III -III -III III=III=IIIIIIIII-III-III-IIIIIIIII- I -III -III 918.0 9ITs s}cs ©Tce x `� �/ =5� s- OOP-4WAL i UNCOMPACTED BTL BTL SIx7.II 917.8 8.4 �� 9/a- -� / =51�-:2-- _ '� S q -uw3 Waae a �wT= wa_ =w wawa ww �ww 91 �76- SUBGRADE 917.7 ©Tceox ®sw.�-sl-7,s-= -�7.s- ass is- 9 s�7s 917.0 _I74 - 7.a_ un, s2D-2 xsls.e - 20 INCHES IMPORTED CUSTOM MIXED HCR 918.0 TCS-.'9iH.1 515.7_ - sn.aB s 3 sly' S1 s1s.4 UNCOMPACTED SOIL BLEND OF 80% SAND, 20% 6 INCH PERFORATED DRAIN TILE CONIC 918.2 TG¢4 wwB szo.o 5- 9W9r -wWg \ SUBGRADE ORGANIC COMPOST. PLACE IN 12-15" WITH FILTER SOCK SPACED 10' 51a.E \ WWB LIFTS, HAND TAMPED. SUBMIT MIX O.C. ACROSS BOTTOM OF BASIN sle.l 9no DESIGN SHOP DRAWING FOR APPROVAL. 917.6 TRUTRUNKH/GHWA Y NO. 312 WWB NOTE: REFER TO ARCHITECTURAL PLANS FOR A N n nT "-) / T /1 F- 111 I A \ �) I A T N 1 n 'I /1 -7 RAIN GARDEN PLANTINGS, FILTRATION MIX I V I I V L/ �J I I \ \ 7 ( �./ V V /-V I L _% A I Al E / , AJ / SHALL BE 4-INCHES SINGLE SHRED HARDWOOD MULCH WITH NO WEED MAT. CB OP=913.9 NV=891.5 2 FILTRATION BASIN DETAIL 00 NOT TO SCALE 40' 20' 0 407 80' SCALE 1� = 40' RETAINING WALL NOTES: 1. ALL TOP AND BOTTOM ELEVATIONS CORRESPOND TO THE RESPECTIVE GRADE ELEVATIONS ON EACH SIDE OF THE WALL. 2. THE BOTTOM ELEVATION IS THE ELEVATION OF THE LOW-GRADE SIDE OF THE WALL, NOT THE TOP ELEVATION OF THE BURIED BLOCK COURSE. 3. ALL RETAINING WALLS SHALL HAVE PROTECTIVE FENCING AT THE TOP WHERE THE VERTICAL HEIGHT EXCEEDS 30 INCHES. REFER TO ARCHITECTURAL AND LANDSCAPE PLANS AND SPECIFICATIONS. 4. MODULAR BLOCK RETAINING WALL SHALL BE DESIGNED AND CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER. DESIGN CALCULATIONS AND SHOP DRAWINGS SHALL BE SUBMITTED TO THE OWNER AND ARCHITECT PRIOR TO CONSTRUCTION OF WALL. WALKWAY NOTES: 1. GRADING CONTRACTOR IS TO COORDINATE WITH PAVING CONTRACTOR SO THAT ALL STEPS AND LANDINGS ARE SLOPED PER CODE. 2. ALL SIDEWALK LONGITUDINAL AND TRANSVERSE SLOPES ARE TO BE PER CODE. GRADING NOTES: 1. THE CONTRACTOR SHALL VISIT THE SITE, REVIEW ALL CONSTRUCTION DOCUMENTS AND FIELD VERIFY THE EXISTING CONDITIONS PRIOR TO BIDDING, NO ADDITIONAL COMPENSATION WILL BE GIVEN FOR WORK THAT COULD HAVE BEEN IDENTIFIED BY A SITE VISIT OR CONSTRUCTION DOCUMENT REVIEW. 2. THE BACKGROUND INFORMATION WAS PREPARED BY SUNDE LAND SURVEYING. CONTACT LEONARD F. CARLSON AT (952) 881-2455. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN THE LOCATION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY THE LOCATION, ELEVATION AND MARK ALL EXISTING UTILITIES 48 HOURS BEFORE CONSTRUCTION STARTS. THE ENGINEER, ARCHITECT OR OWNER DOES NOT GUARANTEE THAT ALL THE UTILITIES ARE MAPPED, OR IF MAPPED, ARE SHOWN CORRECTLY. CONTACT GOPHER ONE AT 651 454-0002 FOR FIELD LOCATING EXISTING UTILITIES. CONTACT UTILITY OWNER IF DAMAGE OCCURS DUE TO CONSTRUCTION. 4. PROTECT ALL EXISTING STRUCTURES AND UTILITIES WHICH ARE NOT SCHEDULED FOR REMOVAL. 5. NOTIFY CITY BUILDING INSPECTOR BEFORE TRENCHING AND EXCAVATION WORK COMMENCES. THE CONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS PRIOR TO START OF CONSTRUCTION. 6. ALL SPOT ELEVATIONS SHOWN AS 17.65, FOR EXAMPLE, ARE TO BE UNDERSTOOD TO MEAN 917.65. 7. ALL SPOT ELEVATIONS ALONG THE CURB -LINE INDICATE THE ELEVATION OF THE GUTTER, UNLESS NOTED OTHERWISE. 8. NO LANDSCAPED SLOPES ARE TO EXCEED 3:1 (3 FEET HORIZONTAL TO 1 FOOT VERTICAL) UNLESS NOTED OTHERWISE. 9. ACCESSIBLE PARKING AREAS SHALL NOT HAVE SLOPES IN ANY DIRECTION THAT EXCEED 2% 10. PROVIDE POSITIVE DRAINAGE FROM BUILDINGS AT ALL TIMES. 11. UPON COMPLETION OF THE GRADING AND UTILITY WORK, THE DEVELOPER SHALL CERTIFY THAT ALL GRADING AND UTILITY WORK WAS PERFORMED IN ACCORDANCE WITH THE APPROVED GRADING AND UTILITY PERMITS. AN AS -BUILT GRADING AND UTILITY PLAN SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND DISTRIBUTION. 12. PRIOR TO ISSUANCE OF BUILDING PERMITS, ALL NECESSARY EROSION CONTROL DEVICES MUST BE IN PLACE AND FUNCTIONING. THE CITY (AND WATERSHED) WILL INSPECT THE SITE TO DETERMINE ITS SUITABILITY FOR BUILDING ACTIVITIES. IF THE PUBLIC UTILITIES HAVE NOT BEEN INSTALLED AT THIS POINT, IT MAY BE NECESSARY TO WITHHOLD BUILDING PERMITS FOR VARIOUS LOTS TO ALLOW THE CONTRACTOR ADEQUATE SPACE TO PERFORM THIS WORK. 13. ALL DEBRIS CREATED IN THE PROCESS OF CLEARING AND GRADING THE SITE SHALL BE REMOVED FROM THE SITE. THIS INCLUDES TREES AND SHRUBS. UNDER NO CIRCUMSTANCES SHALL THIS TYPE OF MATERIAL BE BURIED OR BURNED ON THE SITE. 14. THE INTENT IS TO STRIP AND SALVAGED TOPSOIL FOR POTENTIAL RE -SPREADING ON THE SITE, IF APPROVED BY THE LANDSCAPE ARCHITECT AND/OR SPECIFICATIONS. (SIX INCHES OF TOPSOIL - AFTER COMPACTION - SHALL BE RE -SPREAD PRIOR TO SEEDING AND MULCHING. EXCESS TOPSOIL MAY BE REMOVED FROM THE SITE PROVIDING THERE IS ADEQUATE TOPSOIL REMAINING TO PROPERLY FINISH THE S1TE AS NOTED ABOVE. THE TOPSOIL STRIPPING, STOCKPILING AND RE -SPREADING SHALL BE DONE IN ACCORDANCE TO, AND NOTED ON, THE APPROVED GRADING PLAN AND SPECIFICATIONS. THE CONTRACTOR SHALL REFER TO THE LANDSCAPE DRAWINGS AND SPECIFICATIONS FOR ANY SPECIAL TOPSOIL OR PLANTING REQUIREMENTS. 15. ALL GRADING OPERATIONS SHALL BE CONDUCTED IN A (MANNER TO MINIMIZE THE POTENTIAL FOR SITE EROSION. EROSION CONTROL MEASURES SHALL BE INSTALLED TO (PREVENT SEDIMENT FROM RUNNING OFF ONTO ADJACENT PROPERTIES. ANY DAMAGE TO ADJACENT PROPERTIES IMUST BE CORRECTED AND RESTORED AS SOON AS PERMISSION IS GRANTED FROM THE ADJACENT PROPERTY OWNER(S). 16. IF CONSTRUCTION OF THE SITE WORK PROCEEDS THROUGH THE WINTER MONTHS, ANY DISTURBED AREAS OUTSIDE THE BUILDING FOOTPRINTS ARE TO BE MINIMALLY STABILIZED PRIOR TO MARCH 1, AS FOLLOWS: AREAS PLANNED TO RECEIVE PAVEMENTS ARE TO HAVE CLASS 5 BASE INSTALLED; ALL OTHER DISTURBED AREAS ARE TO BE SEEDED, STRAW MULCH PLACED, AND DISC -ANCHORED. 17. WINTER MULCHING: 17.A. SNOW MULCHING SHALL BE DEFINED AS MULCH MATERIAL SPREAD OVER THE TOP OF SNOW SO THAT THE MULCH MELTS THROUGH THE SNOW AND STICKS TO THE EXPOSED SOILS. 17.8. FROZEN GROUND MULCHING SHALL BE DEFINED AS MULCH MATERIAL SPREAD OVER FROZEN GROUND. MULCH MATERIALS THAT DO NOT REQUIRE DISC -ANCHORING INTO THE SOIL MAY BE PLACED WITHOUT MODIFICATION. MULCH MATERIALS THAT REQUIRE DISC ANCHORING MAYBE ANCHORED WITH HYDRAULIC SOIL STABILIZERS OR MAY BE FROZEN TO THE SOIL BY APPLYING WATER, AT A RATE OF 2000 GALLONS PER ACRE, OVER THE MULCH AS A SUBSTITUTION FOR DISC -ANCHORING. 18. RETAINING WALLS AND APPROPRIATE SAFETY FENCING ALONG THE TOP OF WALLS ARE TO BE DESIGNED AND CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER. SUBMIT RETAINING WALL SHOP DRAWINGS 70 PROJECT TEAM PRIOR TO CONSTRUCTION. 19. THE CONTRACTOR SHALL LIMIT THE DISTURBED AREA AS MUCH AS POSSIBLE. EROSION CONTROL NOTES: 1. ALL EROSION CONTROL FACILITIES SHALL BE INSTALLED PRIOR TO ANY SITE GRADING OPERATIONS. THE CITY ENGINEERING DEPARTMENT AND WATERSHED DISTRICT MUST BE NOTIFIED UPON COMPLETION OF THE INSTALLATION OF THE REQUIRED EROSION CONTROL FACILITIES AND PRIOR TO ANY GRADING OPERATION BEING COMMENCED. THE CONTRACTOR IS RESPONSIBLE TO SCHEDULE A PRE -CONSTRUCTION GRADING MEETING ON -SITE WITH THE CITY AND WATERSHED DISTRICT. IF DAMAGED OR REMOVED DURING CONSTRUCTION, ALL EROSION CONTROL FACILITIES SHALL BE RESTORED AND IN PLACE AT THE END OF EACH DAY. 2. ANY EROSION CONTROL FACILITIES DEEMED NECESSARY BY THE CITY OR WATERSHED; BEFORE, DURING OR AFTER THE GRADING ACTIVITIES, SHALL BE INSTALLED AT THEIR REQUEST, 3. NO DEVIATIONS SHALL BE MADE FROM THE ELEVATIONS SHOWN ON THE APPROVED GRADING PLAN, WITHOUT PRIOR APPROVAL FROM THE CITY. 4. FOR SITES GREATER THAN 1.0 ACRE, AS REQUIRED BY THE MPCA PERMIT REQUIREMENTS, THE PERMIT APPLICANT MUST KEEP AN EROSION CONTROL INSPECTION LOG. INSPECTION MUST BE MADE ONCE EVERY SEVEN DAYS AND WITHIN 24 HOURS AFTER EVERY RAIN EVENT. THE INSPECTION RECORD MUST BE MADE AVAILABLE TO THE CITY AND WATERSHED WITHIN 24 HOURS OF REQUEST. 5. FLOWS FROM DIVERSION CHANNELS OR PIPES (TEMPORARY OR PERMANENT) SHALL BE ROUTED TO SEDIMENTATION BASINS OR APPROPRIATE ENERGY DISSIPATERS TO PREVENT TRANSPORT OF SEDIMENT TO OUTFLOW TO LATERAL CONVEYORS AND TO PREVENT EROSION AND SEDIMENTATION WHEN RUNOFF FLOWS INTO THESE CONVEYORS. 6. SITE ACCESS ROADS SHALL BE GRADED OR OTHERWISE PROTECTED WITH SILT FENCES, DIVERSION CHANNELS, OR DIKES AND PIPES TO PREVENT SEDIMENT FROM EXITING THE SITE VIA THE ACCESS ROADS. SITE -ACCESS ROADS/DRIVEWAYS SHALL BE SURFACED WITH CRUSHED ROCK WHERE THEN ADJOIN EXISTING PAVED ROADWAYS. 7. SOILS TRACKED FROM THE SITE BY MOTOR VEHICLES OR EQUIPMENT SHALL BE CLEANED DAILY FROM PAVED ROADWAY SURFACES, OR MORE FREQUENTLY IF REQUESTED BY CITY OR WATERSHED, THROUGHOUT THE DURATION OF CONSTRUCTION. S. DUST CONTROL MEASURES SHALL BE PERFORMED PERIODICALLY WHEN CONDITIONS REQUIRE AND/OR AS DIRECTED BY THE CITY OR WATERSHED. 9. ALL EROSION CONTROL MEASURES SHALL BE USED AND MAINTAINED FOR THE DURATION OF SITE CONSTRUCTION. IF CONSTRUCTION OPERATIONS OR NATURAL EVENTS DAMAGE OR INTERFERE WITH THESE EROSION CONTROL MEASURES, THEY SHALL BE RESTORED TO SERVE THEIR INTENDED FUNCTION AT THE END OF EACH DAY OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS. 10. ALL CONSTRUCTION AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED AS SOON AS POSSIBLE. ANY AREAS WHICH HAVE BEEN FINISHED GRADED OR AREAS THAT HAVE BEEN DISTURBED AND FOR WHICH GRADING OR SITE BUILDING CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY SHALL BE SEEDED AND MULCHED AS SE7 FORTH IN THE FOLLOWING PARAGRAPHS WITHIN 14 DAYS: A. ALL SEEDED AREAS SHALL BE EITHER MULCHED AND DISC -ANCHORED OR COVERED BY FIBROUS BLANKETS TO PROTECT SEEDS AND LIMIT EROSION. TEMPORARY STRAW MULCH SHALL BE DISC -ANCHORED AND APPLIED AT A UNIFORM RATE OF NOT LESS THAN TWO TONS PER ACRE AND NOT LESS THAN 80% COVERAGE. B. IF THE GRADED AREA IS ANTICIPATED TO BE RE-DISTURBED/DEVELOPED WITHIN SIX MONTHS, PROVIDE A TEMPORARY VEGETATIVE COVER CONSISTING OF MINNES07A DEPARTMENT OF TRANSPORTATION ( MNDOT) SEED MIXTURE 21-111 (OATS), OR 21-112 (WINTER WHEAT), AT A RATE OF 100 POUNDS PER ACRE. C. IF GRADED AREA WILL NOT BE DEVELOPED FOR A PERIOD GREATER THAN SIX MONTHS, PROVIDE A SEMI -PERMANENT VEGETATIVE COVER OF SEED MIXTURE MNDOT 22-112 AT A RATE OF 40 POUNDS PER ACRE. D. GRADING BONDS OR THE EQUIVALENT SECURITIES SHALL BE RETAINED UNTIL TURF HAS GERMINATED AND SURVIVED A 60-DAY GROWING PERIOD. E. ALL AREAS THAT WILL NOT BE MOWED OR MAINTAINED AS PART OF THE ULTIMATE DESIGN WILL BE PERMANENTLY RESTORED USING SEED MIXTURE MNDOT 25-141 AT A RATE OF 59 POUNDS PER ACRE. F. UNLESS SPECIFIED ELSEWHERE WITHIN THE CONSTRUCTION DOCUMENTS (I.E. ARCHITECTURAL SITE PLAN OR LANDSCAPE PLAN), PERMANENT TURF RESTORATION SHALL CONSIST OF MN/DOT SEED MIXTURE 25-131 (COMMERCIAL TURF GRASS) AT A RATE OF 220 POUNDS PER ACRE. G. WHENEVER OTHER EROSION AND SEDIMENT CONTROL PRACTICES ARE INADEQUATE, TEMPORARY ON -SITE SEDIMENT BASINS THAT CONFORM TO THE CRITERIA FOR ON -SITE DETENTION BASINS SHALL BE PROVIDED. 11. RUNOFF SHALL BE PREVENTED FROM ENTERING ALL STORM SEWER CATCH BASINS PROVIDING THEY ARE NOT NEEDED DURING CONSTRUCTION. WHERE STORM SEWER CATCH BASINS ARE NECESSARY FOR SITE DRAINAGE DURING CONSTRUCTION, A SILT FENCE OR SEDIMENT PROTECTION DEVICES AS DETAILED SHALL BE INSTALLED AND MAINTAINED AROUND ALL CATCH BASINS UNTIL THE TRIBUTARY AREA TO THE CATCH BASIN IS RESTORED. 12. GRADING ACTIVITIES PROPOSED TO BEGIN AFTER OCTOBER 15 WILL REQUIRE AN APPROVED PHASING SCHEDULE. THE AREA OF LAND THAT THE CITY WILL ALLOW TO BE DISTURBED AT THIS TIME OF YEAR WILL BE SEVERELY LIMITED. THE CITY WILL ALSO REQUIRE ADDITIONAL EROSION CONTROL DEVISES, I.E., TEMPORARY SEDIMENT BASINS, DORMANT SEEDING AND HIGH RATES OF APPLICATION OF BOTH SEED AND MULCH. 13. FILTER BLANKET AND RIPRAP SHALL BE INSTALLED ON THE DOWNSTREAM SIDES OF ALL STORM SEWER OUTLETS 24 HOURS AFTER CONSTRUCTION AS INDICATED AND DETAILED. ALL RIPRAP SHALL BE INSTALLED WITH A FILTER MATERIAL MEETING THE MNDOT SPECIFICATIONS FOR RIPRAP AND FILTER MATERIAL. 14. EROSION CONTROL FACILITIES SHALL BE INSTALLED AND MAINTAINED AROUND THE PERIMETER OF ALL LAKES, PONDS AND WETLANDS WITHIN OR ADJACENT TO THE AREA TO BE GRADED UNTIL THE TRIBUTARY AREA TO THE LAKE, POND OR WETLAND IS RESTORED. 15. TO MINIMIZE EROSION, ALL 3:1 SLOPES SHALL BE COVERED WITH A MN/DOT 3885 CATEGORY 2 STRAW EROSION CONTROL BLANKETS OR STAKED SOD. 16. ACCUMULATION OF ALL SEDIMENT OCCURRING IN STORM( SEWERS, DITCHES, LAKES, PONDS AND WETLANDS SHALL BE REMOVED PRIOR TO, DURING AND AFTER COMPLETION OF GRADING ACTIVITIES. 17. EROSION CONTROL ITEMS AND DEVICES SHALL BE REMOVED ONLY AFTER THE AREA HAS RECEIVED FINAL STABILIZATION OR AS DIRECTED BY THE CITY AND/OR WATERSHED. U Pqy ai a M O Ln w Q- 0 w a O V� 0 w z �w Z V) V cZ �z N < M w T o z�'0 mG 0 00'0 �x B0(D 0, �d w :z0 0, Z�:04cl n O o w 0 01 04 t N Do d LL 00 0 5 IIIIIIpLI r N (I II N O C N o 'IN E o 7 O N _Y 8 z o a m 0 y c�Cam�J o N Co 2 Ex 'U •• w 2 Oc��ro a�E a mW rn cL L�dILL �Z w �<O< a0N� zw5O0 : aa0 O d�oo� ood w Oo<z0 w z Z < Lij LD G v aaaaaa LLI � o V a ZQ o z z ® a O� w n z L0� U c.. 0 Z Q LLJ O 0 LLJ 00 Z O Z � L Ln LLJ z In z a4 V / O (V I LLJ Z V I � av PROJECT NO: 15139 DRAWN BY: KAB/SJH CHECKED BY: KAM GRADING/ DRAINAGE/ AND EROSION CONTROL PLAN C 100 PROPOSED PLAN SYMBOLS CONSTRUCTION LIMITS - - - - - - --'- PROPERTY LINE - - - SAWCUT LINE - - - - - - - - (APPROX.) SANITARY SEWER - WATER PIPE -�--�- DRAIN TILE ---�--- STORM SEWER - > > RETAINING WALL FIRE HYDRANT -i- GATE VALVE N CLEANOUT • CATCH BASIN ■ REDUCER 0 MANHOLE FLARED END SECTION WITH RIPRAP SEWER INVERT ELEVATION 9 5.5 *NOTE: CONSTRUCTION LIMITS ARE ANTICIPATED TO BE PROPERTY LINE UNLESS OTHERWISE SHOWN. I• ABBREVIATIONS BLDG Building BM Bench Mark CB Catch Basin CONC Concrete DIP Ductile Iron Pipe ELEV Elevation EX Existing FFE Finished Floor Elevation INV Invert MAX Maximum MH Manhole MIN Minimum PVC Polyvinyl Chloride RCP Reinforced Concrete Pipe RED Reducer RD Roof Drain Ur � N] �o� / a / 8 7 14 / 16 10 / o�B e O 15 / STRM #7 / 11 / STRM8 / O 22 / STRM / #6 12 o O STRM d #4 23 Ile #5A 23 22 0 2 20 ---f-----< STRM #3 2D I 27 21 STRM #1 U #5B WOOD WALL #5C n l BMW PRO OS BUI FFE 2 0 13 0 �9 924.50 913.50 a 7 fag ♦ / v ♦ // X, ♦ / �//� \\ Ste\ / \ 20 PROPOSED ♦ I I FF .50 I i I Gc / I 121 ♦ 13 I la STRM #1 ♦ PROM BUI G M 110 26 FF 9 0 20 I°' 21 /�, 3 ��♦ wVA A / r, •.. If/ ♦ I y � I ♦� it Hill i 1 `1 IR�R:`YI•TCY7 C 25 NV. 920.E 920.28 rSR5 29 V. 908.50 5 ' �2 60 921.00 25 25 a . 913.25 23 a 0 L 25 H/GHWA Y NO. 312 1 UTILITY PLAN 20 1 =40 25 92 .52 23 , STRM #17 25 I 20 a 21 I I I I Y I I I I I I I a Y I I 20 21 e I STRM #18 a I I I 23 y 19. 25 V. 918.96 a I I I 919.22 25 Y I I i STRM #5F y II I \ 23 919. 25 25 N 25 KEYED NOTES KEYED NOTES ARE DENOTED BY NO ON PLAN. CONNECT TO EXISTING 8-INCH SANITARY SEWER STUB. INVERT IS BELIEVED TO BE 887.00. FOLLOW ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. INSTALL 2-45 DEGREE BENDS TO RAISE SANITARY SEWER AS INDICATED IN THE SANITARY SEWER TABLE. INSTALL 8" X 4" WYE FOR PROPOSED TOWNHOME SERVICE CONNECTION. REFER TO DETAIL 8/C400. STUB 4-INCH SANITARY SEWER SERVICE TO WITHIN 5-FEET OF PROPOSED BUILDING. COORDINATE EXACT LOCATION AND INVERT ELEVATION NTH MECHANICAL CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 40' 20' 0 '40' 80' STUB 8-INCH SANITARY SEWER SERVICE TO WITHIN 5-FEET OF PROPOSED BUILDING. COORDINATE EXACT LOCATION AND INVERT ELEVATION WITH MECHANICAL CONTRACTOR PRIOR TO THE START OF SCALE 1� = 40' CONSTRUCTION. CONNECT TO EXISTING 8-INCH WATER STUB. FOLLOW ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. UTILITY NOTES: 7 INSTALL 8" X 6°' TEE. FOLLOW ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. 1. COORDINATE SERVICE CONNECTION LOCATIONS AT THE BUILDING WITH THE MECHANICAL CONTRACTOR PRIOR TO CONSTRUCTION. NO ADDITIONAL INSTALL 8" X 8" TEE. FOLLOW ALL CITY OF CHANHASSEN STANDARDS COMPENSATION WILL BE ALLOWED FOR UNCOORDINATED WORK. AND SPECIFICATIONS. 2. ALL SERVICE CONNECTIONS WITH LESS THEN 5 FEET OF COVER OVER THE B/Li#I INSTALL 6-INCH GATE VALVE PER DETAIL 12/C400. FOLLOW ALL CITY TOP OF PIPE ARE TO BE INSULATED. INSULATION SHALL BE INSTALLED FROM OF CHANHASSEN STANDARDS AND SPECIFICATIONS. THE CONNECTION OF THE SERVICE AT THE BUILDING TO THE POINT WHICH q� 0 10 INSTALL 8-INCH GATE VALVE PER DETAIL 12/C400. FOLLOW ALL CITY THE SERVICE ATTAINS 5 FEET OF COVER. CONTRACTOR SHALL OBTAIN \ OF CHANHASSEN STANDARDS AND SPECIFICATIONS. WRITTEN PERMISSION FROM ARCHITECT OR ENGINEER PRIOR TO INSTALLATION OF INSULATION. / 19 INSTALL FIRE HYDRANT WITH GATE VALVE PER DETAIL 10/C400. FOLLOW 3. PROTECT ALL EXISTING STRUCTURES AND UTILITIES WHICH ARE NOT o /g P5 ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. P SCHEDULED TO BE REMOVED. 5 / 12 INSTALL CORPORATION STOP PER DETAIL 11/C400. FOLLOW ALL CITY OF 4• ALL SEWER AND WATER CROSSINGS SHALL HAVE A MINIMUM VERTICAL CHANHASSEN STANDARDS AND SPECIFICATIONS. SEPARATION OF 1.5 FEET AND HORIZONTAL SEPARATION OF 10 FEET. FOLLOW S" STUB 1.5-INCH TYPE K WATER SERVICE 70 WITHIN 5-FEET OF ALL HEALTH DEPARTMENT AND CITY OF CHANHASSEN AND CARVER COUNTY oP=sloe 13 PROPOSED BUILDING. COORDINATE EXACT LOCATION AND INVERT STANDARDS. ,5 ELEVATION N7TH MECHANICAL CONTRACTOR PRIOR TO THE START OF 65pV CONSTRUCTION. 5. ALL WATER MAINS SHALL BE DUCTILE IRON PIPE, CLASS 52, UNLESS NOTED 1 OTHERWISE. 1 14 INSTALL 8-INCH 22 1/5-DEGREE BEND WITH THRUST BLOCKING. FOLLOW 6. ALL WATER MAIN SHALL HAVE A MINIMUM DEPTH OF COVER OF 7.5 FEET o ,i. ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. 9ti OVER TOP OF WATER MAIN. -2 ""-- 15 INSTALL 6-INCH 45-DEGREE BEND WITH THRUST BLOCKING. FOLLOW ALL 7. PROVIDE THRUST BLOCKING ON ALL WATER MAIN PER CITY OF CHANHASSEN. R 6 q CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. PROVIDE MECHANICAL JOINT RESTRAINTS ON ALL BENDS, VALVES, TEES, WR #2 16 INSTALL 8" X 6" STANDARDS AND REDUCER. SPECIFICATIONS. FOLLOW ALL CITY OF CHANHASSEN PLUGS AND HYDRANT LEADS. 22 8. SANITARY SEWER PIPING SHALL BE PVC SDR 35 UNLESS NOTED OTHERWISE. 17 STUB 8-INCH FIRE PROTECTION SERVICE TO WITHIN 5-FEET OF 9, STORM SEWER PIPING SHALL BE REINFORCED CONCRETE PIPE (RCP), UNLESS PROPOSED BUILDING. COORDINATE EXACT LOCATION AND INVERT NOTED OTHERWISE. ALL 12-INCH THROUGH 18-INCH RCP STORM SEWER PIPE SAN ELEVATION NTH MECHANICAL CONTRACTOR PRIOR TO THE START OF SHALL BE CLASS 5. RCP PIPE LARGER THAN 18-INCH SHALL BE CLASS 3 TOP=90 INV=887.8 CONSTRUCTION. UNLESS NOTED OTHERWISE. ALL STORM SEWER PIPE THAT IS EXTENDED TO INV s9ti 1H STUB 6-INCH DOMESTIC WATER SERVICE TO WITHIN 5-FEET OF THE BUILDING FOR ROOF DRAIN SERVICES IS TO BE PVC, SCHEDULE 40. s PROPOSED BUILDING. COORDINATE EXACT LOCATION AND INVERT 10. ALL FLARED END SECTIONS ARE TO HAVE TRASH GUARDS, ALL DOWNSTREAM ELEVATION WITH MECHANICAL CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. FLARED END SECTIONS SHALL HAVE GEOTEXTILE FABRIC AND RIPRAP PER MNDOT STANDARDS, AS DETAILED. 0 " ��c 1S CORE DRILL EXISTING CATCH BASIN TO RECEIVE 6"PVC DRAIN TILE. 11. CONTRACTORS ARE TO COORDINATE ALL WORK WITH GAS, ELECTRIC, NC. INVERT OF DRAIN TILE SHALL BE 904.70. TELEVISION AND TELEPHONE COMPANIES PRIOR TO START OF CONSTRUCTION. 914.50 INSTALL DRAIN TILE FOR FILTRATION BASIN AS SHOWN ON PLANS. REFER 20 12. ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10-FEET OF TO 2/C100. THE BUILDING OR WATER SERVICE LINE SHALL BE TESTED IN ACCORDANCE 21 INSTALL FLARED END SECTION WITH RIP RAP PER DETAILS 15/C400 AND WITH MN PLUMBING CODE. 1/C401. 13. ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GAS 22 INSTALL DRAIN TILE AT LOW POINT CATCH BASIN PER DETAIL 12/C401 TIGHT OR WATER TIGHT IN ACCORDANCE TO MN PLUMBING CODE. APPROVED WATER RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATER TIGHT 23 N INSTALL PERIMETER DRAIN TILE. REFER 70 DETAIL 10/C401. PROVIDE CONNECTIONS TO MANHOLES CATCH BASINS AND OTHER STRUCTURES. GROUT RINGS ARE AN ACCEPTABLE ALTERNATIVE. CEMENT MORTAR JOINTS SOLID PIPE AND WATER TIGHT CONNECTIONS TO 10-FEET OF EITHER ARE PERMITTED ONLY FOR REPAIRS AND CONNECTIONS OF EXISTING LINES SIDE OF ALL WATER CROSSINGS PER MN PLUMBING CODE. CONSTRUCTED WITH SUCH JOINTS. Y4 LOCATION OF PROPOSED ROOF DRAIN LEAD. REFER TO STORM SEWER TABLE FOR INVERT ELEVATIONS AND PIPE SIZES. COORDINATE EXACT LOCATION AND INVERT ELEVATION NTH MECHANICAL CONTRACTOR PRIOR UTILITY NOTES FOR WORK IN PUBLIC RIGHT-OF-WAY: TO THE START OF CONSTRUCTION. 1. FOLLOW ALL CITY OF CHANHASSEN AND CARVER COUNTY STANDARDS AND Y5 LOCATION OF PROPOSED ROOF DRAIN DOWNSPOUT COLLECTOR. REFER SPECIFICATIONS. TO DETAIL 13/C401. ALL STORM ROOF DRAIN DOWNSPOUT COLLECTORS 2. PRIOR 70 CONSTRUCTION, CONTRACTORS ARE TO COORDINATE ALL WORK SHALL BE 8-INCH SCH 40 PVC UNLESS NOTED OTHERWISE. COORDINATE WITHIN RIGHT OF WAY AND OBTAIN ALL APPLICABLE PERMITS. EXACT LOCATION AND INVERT ELEVATION WITH MECHANICAL CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 26 INSTALL SUMP CATCH BASIN PER DETAIL 9/C401. 27 INSTALL OUTLET STRUCTURE PER DETAIL 2/C200. CONTRACTOR SHALL PROVIDE 16-INCH ORIFICE PLATE OVER PROPOSED 18" OUTLET FOR STORMWATER RATE CONTROL. LMIN. 3 CU. YDS. RIPRAP SEE DETAIL 1/8"X1"- 1/8" BARS - 3" O.C. m PROVIDE 4 - 1 /2" SS ANCHOR )IPPED GALVANIZED IN 2 SECTIONS SEE DETAIL �60" O.D. 1/4" x 1 1/4" FLAT STL. (4) 1/2" - 13 UNC HEX HEAD STAINLESS STL. BOLTS WITH NUTS AND WASHERS 1/2" SMOOTH RND. STOCK 3 1/2" O.C. BOTH WAYS ��111 (2) 1/4" X 1 1/4" FLAT NOTES: 1. GRATE TO BE MADE IN (2) PIECES 2. ALL METAL SHALL BE HOT -DIPPED GALVANIZED. STORM SEWER STRUCTURE TABLE STRUCTURE STRUCTURE NEENAH RIM INVERT ID DIMENSION CASTING ELEVATION ELEVATION(S) PIPE LENGTH, DIAMETER, SLOPE & NEXT UPSTREAM STRUCTURE (INCHES) TYPE STRM #1 18" FES NA 897.83 N = 895.00 34 L.F. OF 18" RCP ® 0.74%, STRM #2 STRM #2 27" CB SEE DETAIL 2%C200 899.50 S N = 895.25 = 894.92 ------- 9 L.F. OF 6" PVC@ 0.00%, FILTRATION BASIN #1 DRAIN TILE STRM #3 24" FES NA 900.92 N = 897.25 66 L.F. OF 24" RCP ® 0.50%, STRM #4 STRM #4 48" MH R-1733 911.71 S NE = 897.58 = 903.79 58 L.F. OF 15" RCP ® 3.50%, STRM #5 SW = 905.80 N = 906.35 92 L.F. OF 12" RCP 0 3.50%, STRM #6 SE = 907.05 128 L.F. OF 12" BOB 9 2.66%, STRM #5B STRM #5 48" CBMH R-3067 913.00 S = 906.05 70 L.F. OF 12" RCP O 1.00%, STRM #5A NE = 908.32 67 L.F. OF 4" PVC 0 4.00%, BUILDING DRAIN TILE E - 908.05 64 L.F. OF 8" PVC @ 5.00%, LOADING DOCK ROOF COLLECTION SYSTEM STEM #5A 24"x36" CB R-3067 910.75 N = 906.75 NW = 910.45 - STRM #5B 48" MH R-1733 914.61 NE = 910.45 6 L.F. OF 10" PVC @ 0.83%, ROOF DRAIN #1 SE = 910.45 75 L.F. OF 12" RCP @ 4.00%, STRM #5C STRM #5C 48" MH R-3067 917.63 NW NE = 913.45 = 913.45 111 L.F. OF 12" RCP @ 2.77%, STRM #5D SW - 916.53 STRM #5D 48" MH R-3067 923.30 E = 918.37 87 L.F. OF 12" BOB O 1.00%, STRM #5F NW = 918.79 41 L.F. OF 12" RCP @ 3.00%, STRM #5E STRM #5E 27" CB R-2535 924.18 SE = 920.02 -------- STRM #5F 27" CB R-2535 921.57 W NE = 919.24 = 919.24 -------- 9 L.F. OF 8" PVC @ 1.00%, SE ROOF COLLECTION SYSTEM STEM #6 48" CBMH R-3067 915.70 S NE = 909.58 = 909.58 150 L.F. OF 12" RCP 0 3.50%, STRM #7 STRM #7 48" CBMH R-3067 920.05 SW SE = 914.83 = 914.83 ------- 51 L.F. OF 12" BOB @ 1.99%, STRM #8 NW = 915.85 STRM #8 48" CBMH R-3067 922.00 NE = 915.85 215 L.F. OF 12" BOB © 1.00%, STRM #9 SE = 918.21 21 L.F. OF 8" PVC O 2.00%, NE ROOF COLLECTION SYSTEM WEST HALF STRM #9 48" CBMH R-3067 921.15 SW SE = 918.00 917.08 -------- 71 L.F. OF 8" PVC @ 4.00%, NE ROOF COLLECTION SYSTEM EAST HALF STRM #10 24" FES NA 909.03 SW = 906.70 80 L.F. OF 24" BOB @ 0,63%, STRM #11 NE = 907.20 - STRM #11 48" CBMH R-4342 912.50 SW = 907.95 34 L.F. OF 15" RCP @ 1.14%, STRM #12 NW = 909.63 4 L.F. OF 6" PVC O 0.00%, FILTRATION BASIN #4 DRAIN TILE NE = 908.34 -------- STRM #12 48" MH R-1733 913.50 SE = 908.34 1176 L.F. OF 15" BOB © 0.73%. STRM #13 NW = 908.59 60 L.F. OF 12" BOB ® 1.10%, STRM #12A STRM #12A 24"x36" CB R-3067 912.75 SE = 909.25 -------- STRM #13 27" CB R-4342 914.50 NW W = 909.62 = 910.60 -------- 7 L.F. OF 6" PVC O 0.00%, FILTRATION BASIN #3 DRAIN TILE STRM #14 12" FES NA 907.95 E = 906.70 26 L.F. OF 12" RCP O 1,56%, STRM #15 STRM #15 48" CBMH R-3067 911.00 W SE - 907 = 907.1.10 30 L.F. OF 12" RCP @ 1.33%, STRM #16 STRM #16 24%36" CB R-3067 910.33 NW = 907.50 -------- STRM #17 8" FES NA 914.25 NW = 918.00 57 L.F. OF 8" PVC © 3,49%, NW ROOF COLLECTION SYSTEM STRM #18 8" FES NA 914.44 SW = 918.00 72 L.F. OF 8" PVC ® 1.33%, SW ROOF COLLECTION SYSTEM SANITARY SEWER STRUCTURE TABLE STRUCTURE STRUCTURE NEENAH RIM INVERT ID DIMENSION CASTING ELEVATION ELEVATION(S) (PIPE LENGTH, DIAMETER, SLOPE & NEXT UPSTREAM STRUCTURE (INCHES) TYPE EXISTING STUB SSWR #1 AND 45 NA 887.73 SW = 887.00 21 L.F. OF 8" PVC Q 90.28%, SSWR #2 DEGREE BEND SSWR #2 45 DEGREE BEND NA 901.76 NE SW = 901.03 = 901.03 107 L.F. OF 8" PVC @ 1.00%, SSWR #3 SSWR #3 48" MH R-1733 914.25 NE SW = 902.10 = 902.20 '.213 L.F. OF 8" PVC @) 2.06%, SSWR #4 SSWR #4 48" MH R-1733 920.50 NE SW = 906.58 = 906.68 -------- 162 L.F. OF 6" PVC © 1.00%, SSWR #5 SSWR #5 48" MH R-1733 924.00 NE SE = 908.30 40 = 908.40 10 L.F. OF 6" PVC Q 1.00%, SSWR #6 x CA W W a r` 1U) M Q � O Q C LU - O w a O U �o LU Z w � Z _Z N U C U az N < C14 M Lu T 0 O � 0' _ =G 0 F- � (DLO r 304 cq O� n o 0 01 0, o�O=X (] d n an a LL co r _ Lo '0 N EO t € I ro N O 0 N N V ;= o I O�ON.O s In Z V 909 8 H cam w I -1� v c co E W o co E z � .�. Z O 0 i 2CL p 0 z O mroaj or W 2 O C C ro m << 0 W m e e m s to a tL w a €9 mo d0�� 10 10 N w = 7 OH O O n N N Z BE w �O�wg 0 ~ �O��wQ K 0 w 0 2:0 wz v�:D T w Z o�w0Lij _wz d EE EEw K v aaaaaa w N ON V ]z m c C o i ZW z dZ, � 2f U W O O E3 o CJ e U 0 Z Q LLJ [n 0 v ' O w 00 Z O Z M L Z In CN zCN w 0 0 V) V / w Z Q 2 ` 0- PROJECT NO: 15139 DRAWN BY: KAB/SJH CHECKED BY: KAM UTILITY PLAN C200 PROPOSED PLAN SYMBOLS CONSTRUCTION LIMITS PROPERTY LINE RETAINING WALL HEAVY DUTY BITUMINOUS PAVEMENT CONCRETE PAVEMENT/SIDEWALK SEE LANDSCAPE PLANS FOR PAVEMENT DETAILS FLAT CURB AND GUTTER PEDESTRIAN CURB RAMP ACCESSIBLE PARKING SYMBOL SIGN PARKING STALL COUNT *NOTE: CONSTRUCTION LIMITS TO BE PROPERTY LINE UNLES SHOWN. ABBREVIATIONS BLDG Building BM Bench Mark CONC Concrete ELEV Elevation EX Existing FEE Finished Floor Elevation LEE Lower Floor Elevation MAX Maximum MIN Minimum R Radius TRUNK H/GHW4 Y NO. 312 C WEARING COURSE PER MN/DOT 2360 SPWEA240 NON —WEARING COURSE PER MN/DOT 2360 SPNWB230 SUBGRADE TO PROCTOR MN/DOT 2111 AN/DOT PER i0 JBGRADE TO 'ROCTOR 4N/DOT 2111 TACK COAT PER MN/DOT 2357. CLASS 5 AGGREGATE (100% CRUSHED), PER MN/DOT 3138 COMPACTED TO AT LEAST 100% STANDARD PROCTOR DENSITY. 1 1 �2" 1/2' 6" MIN. -11I-III-II -III 12" MIN. - TC;LAKSSC SATAGPGTztC�n 1£°PII7d%�FRUSHED), PER MN/DOT 3138 COMPACTED TO AT LEAST 100% STANDARD PROCTOR DENSITY. 2 2" 0" MIN. 777-77 12" MIN. -AVY—DUTY BITUMINOUS PAVEMENT T TO SCALE TOP OF CONCRETE CURB 3` TAPER SECTION IN GRASS; 10 FEET WITH ADJACENT WALK; UNLESS NOTED OTHERWISE 1 /2" R. JSE—DOWN CURB SECTION T TO SCALE BROOM FINISH CONCRETE PAVING WITH CONTROL JOINTS AT 10' MAXIMUM SPACING a n a a .'.' .................•.•e CING SHALL NOT EXCEED THE PAVEMENT THICKNESS OF 15 FEET. DNCRETE PAVEMENT IT TO SCALE CONCRETE SHALL BE REINFORCED BY SYNTHETIC MICRO AND MACRO FIBER REINFORCING PER SPECIFICATIONS. 8" CONCRETE PAVEMENT PER SPECIFICATIONS. 5" CLASS 5 AGGREGATE BASE (100% CRUSHED) PER MN/DOT SPECIFICATION 3138, COMPACTED TO AT LEAST 100% STANDARD PROCTOR DENSITY. COMPACTED SUBGRADE. NOTE: FACH IIRIVFWAY WIDTH PER PLAN PANEL NOT TO EXCEED 100 SQ.FT. 2'TAPER Z X ti 0 SIDN WPLAN. IDTH PER EXPANSI N JOINT TRANSITION CURB RADIUS PER x FROM FULL HGT GEOMETRIC PLAN ¢ `J 0 STREET TO m MATCH 0 SDWK 6° CONC. 0 EXPANSION JOINT (NO MESH FLOW LINE CURB AND GUTTER 2' PER CITY STANDARDS NO LiF KEYED NOTES KEYED NOTES ARE DENOTED BY ] ON PLAN. INSTALL 8612 CONCRETE CURB AND GUTTER. REFER TO DETAIL 7/C401. INSTALL MOUNTABLE CONCRETE CURB AND GUTTER AND CONCRETE DRIVEWAY. REFER TO DETAILS 7/C401 AND 8/C300. INSTALL NOSEDOWN CURB SECTION. REFER TO DETAIL 7/C300. INSTALL HEAVY—DUTY BITUMINOUS PAVEMENT. REFER TO DETAIL 6/C300. INSTALL LIGHT —DUTY BITUMINOUS PAVEMENT. REFER TO DETAIL 5/C300. INSTALL CURB CUT FOR DRAINAGE SWALE. REFER TO DETAIL 4/C3001. INSTALL CONCRETE WALK. REFER TO DETAIL 8/C401. REFER TO LANDSCAPE PLANS FOR CONCRETE FINISH AND JOINTING. INSTALL CONCRETE PAD. REFER TO DETAIL 2/C300. INSTALL CONCRETE DRIVE ENTRANCE. REFER TO DETAIL 9/C300. 11 INSTALL PEDESTRIAN CURB RAMP. REFER TO DETAIL 2/C401. REFER TO MN/DOT STANDARD PLAN 5-297.250 AND MN/DOT STANDARD PLATE 7038. 12 INSTALL STOP SIGN PER MNMUTC. 13 INSTALL BITUMINUOUS WALK. REFER TO DETAIL 3/C300. 40' 20' 0 407 80' SCALE 1ff = 407 GENERAL NOTES: 1. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS NOTED OTHERWISE. 2. ALL CURB AND GUTTER IS TO BE B612 CONCRETE CURB AND GUTTER UNLESS NOTED OTHERWISE. 3. NO SIDEWALK IS TO HAVE MORE THAN A 2% CROSS SLOPE OR MORE THAN A 5% LONGITUDINAL SLOPE. 4. REFER TO ARCHITECTURAL PLANS FOR PROPOSED BUILDING LAYOUT. 5. FOLLOW ALL CITY OF CHANHASSEN AND CARVER COUNTY RULES, REGULATIONS AND SPECIFICATIONS WHEN WORKING IN PUBLIC RIGHT OF WAY. 6. NO PONDING OF WATER OR ABRUPT TRANSITIONS WILL BE ALLOWED WHERE NEW PAVEMENT/CURB/SIDEWALK MATCHES INTO EXISTING PAVEMENT/CURB/SIDEWALK. 7. PARKING STALL DIMENSIONS VARY. REFER TO PLANS.. B. THE CONTRACTOR IS TO CONTACT THE CITY OF CHANHASSEN FIRE MARSHALL FOR THE EXACT PLACEMENT OF FIRE LANES, YELLOW —PAINTED CURBING AND NO PARKING AREAS FOR FIRE PROTECTION PURPOSES. 9. CONTRACTOR SHALL PAINT ACCESIBLE PARKING AISLE WITH STARNDARD STRIPING AND "NO PARKING" AS SHOWN ON PLANS. PAVING NOTES: 1. REFER TO STRUCTURAL PLANS FOR STOOP DETAILS. ALL WALKS ARE TO BE CENTERED ON THE DOORS. 2. INSTALL APPROPRIATE EXPANSION MATERIAL WHERE CONCRETE IS ADJACENT TO BUILDING FACE. 3. SAWCUT AND MATCH NEW BITUMINOUS PAVEMENT INTO EXISTING PAVEMENT. NO ABRUPT GRADE TRANSITIONS OR PONDING OF WATER WILL BE ALLOWED. 4. MATCH NEW CONCRETE CURB AND GUTTER INTO EXISTING. FOLLOW ALL CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS FOR CURB TYPE, MATERIAL AND INSTALLATION METHODS. 5. SAWCUT EXISTING BITUMINOUS PAVEMENT AND CURB AND GUTTER TO NEAREST JOINT. COORDINATE REMOVAL LIMITS WITH SITE DEMOLITION CONTRACTOR AND CONSTRUCTION MANAGER. INSTALL DRIVE ENTRANCE PER CITY OF CHANHASSEN STANDARDS AND SPECIFICATIONS. FOLLOW ALL CITY OF CHANHASSEN AND CARVER COUNTY REQUIREMENTS FOR TRAFFIC CONTROL. GRANULAR .SEE NOTE2 I HNU Z. CONCRETE SHALL BE REINFORCED BY SYNTHETIC MICRO FIBER REINFORCING PER SPECIFICATIONS. BROOM FINISH CONCRETE SLAB — 6" GRANULAR BASE REFER TO SPECIFICATIONS COMPACTED SUBGRADE REFER TO SPECIFICATIONS 2 CONCRETE SLAB C300 NOT TO SCALE WEARING COURSE PER MN/DOT 2360 MVWE COMPACTED FILL CLASS 5 AGGREGATE (100% CRUSHED), PER MN/DOT 3138, COMPACTED TO AT LEAST 100% STANDARD PROCTOR DENSITY. 2" 4" MIN. SCARIFY AND RECOMPACT SUBGRADE TO 100% PROCTOR DENSITY. 3 BITUMINOUS PATH 300 NOT TO SCALE FRONT VIEW RIP RAP VIEW CONCRETE CURB NOTE: 1. THE CONTRACTOR AT HIS OPTION, MAY SUBSTITUTE A GEOTEXTILE FABRIC BLANKET, Mn/DOT SPEC. 3601, FOR THE GRANULAR FILTER BLANKET UNLESS OTHERWISE NOTED IN THE SPECIFICATIONS. 2. RIP —RAP SHALL BE PLACED IN ACCORDANCE WITH Mn/DOT SPEC. 2511, z U) U x F4 �Wyy I=4 W a r 0 m Q Lo 04 O Q LU O w Li 0 v �o 00 "' Z w U) �c Mw NN o z 0 mG O 0�0�,,� �0101 10� '3cu]��c 0 O w 0 01 Ln 04 ± 2X 0 V7 m d LL OD r ai Lo ca a '�Tv E 0zco €s m v� d w � �oW I Y �c°D.8 zA �? o co m0uiC- e w 2 0C: romp mW mc0 2 5 LOfILILL u1 ae p '�<0< v Qz�o EJ _ 10 3 p n z =QGwg <a�Jw Q'�— x �O Dw< w z:Epp w O p Q 0 U ~ Z s w w < K v aaaaaLJ a 0 a N � V Z s =W z V CD ¢ W CD a a oxLU 0 J S G� Z Lij O LJj Z O Z z `nLO z CNI L11 OUo 'L�/� w = V J � _ d U PROJECT NO: 15139 DRAWN BY: KAB/SJH CHECKED BY: KAM PAVING AND GEOMETRIC PLAN C300 5 F' WOf r UENOTH SXO. P0$T AT I FIT, MAN, SPACNIC FART 5 ", W04 LENCIH STEEL POST AT6 SPAKI 7��Ar-l- BE W M E1,11 It ILA51FIC Zip TTES tE� :No OR ful /Ax"121 PLA%ox 24o showis 91 ✓�ft La. Tths!Sglt� I " " rw 4' TAT PiWPIclrlon ZONE COCARI W TOP 6' X=-&WfA'K AGE N V8 Grate Shown shatil ALL H)1:111:��dh ',1JST 9141 AgilWOVE,1D BY C;T, "d lo- IL be r used 01 04P i0of ItOintS. fflegwomi Frat filonfole CoSI and Adouslifg F la FLOW FLow FLOW And Rings Ring II Flute 2110) 77 n- ProAft Will banner on oil signuary �W "'Oli,1`0 4ARYboi SN',`,L, FINE,' A WRINIC UCIL�OI sonsisr, munholt(sifils plate 21101t) II&TI ROD ga Vn CPZNAIL� LEN0K F�I,19 SIM Vrp rm oace of Curb FitSf4LL- iVAGNE112irl, tUEN`O OF") 4, WHITE REFIE-TIVE 12 RACU-, BOX (S%ioliF 10E *OUAAPIN,- T'Tri 'Tr TU"i ILRNI�II Or nor LTiret; Ilan of NEEDEii FET P1.L;? UL'T FTINI mADIINE �LICED SILT FEUCE, HEAVe DDEFY I-E ILIVIL�3 CA set i. iit" shuft bQ 7.0 R-13811J, 16' rjo canker. Ste Shalt bor � Dgianoiow Side Detest, Pipe Diumvitt,er IN LE146-TH 51EEL PO!3 1" CUEAN CRILISHIED RCII AT FIT VOk ITACING rAORK; PL Altt,j lF5, of Lorw iA %ME Ali[ -0-rim� [onts �,t irtiontoli to host It eubli govI 101I igAernot 'TAUtC ANrWRWX� 'RENKM IlAcII Cortchbosin octiting iggialt or us 4iff.wel it�y one WITH rAMPED PATI SOL Jwg W A liltwirrium of 2 Stt-ttt Moire* and qrole Neenah r- FI3M7-v 0( equal I�irote 1, b, ' below if, piston to 00 U104 Diripcopy FLOW ff) 3' foglitA curb p*N utter grod" Below CWtMg Scotian x W1 F Iraiiii0ion curb *in each ON F4. 4,L7 FENCc TO st PtAIDILE, ? �31 z Ripit shoot te cut NO fluth 0 u with inside face 6f *do 1A, 1L.II H 001041 Kgtot kJj0 $kOPE/Cloik" < side of colichtousin. 4', L. � prorcmit concrete nor ILIHI�L ME ARAPPM, AN LE4I CRIVIIII. BELOW F P- 0 —Kor-n-s"I required. 4 LLJ i-FOPE o4psting 0I inito N'Iwi DEPIH FOR BOOK 0 U. of rorb 0 U) 0 10"looth DEPTH FOP. VWK))CHtPS V ca iYUK IgRtsBLE SLOP`E -XI z On ';iii,l FENCIF�, PRE AS�FMII hAirlinuit of 2-21', 17 plitcosil itivertiI. "i be 1/2 of`II 0 M 17777— j+t- GO Lij co,ovete adjovintront Epp Digonitithoe mind BanChrog to F- >6 NO 0 2- Towaid the no,ii,irt 0 0 O� 0, riAHTS allowed with 1/4 of ecai I minivrMirm LESS THAN 2X InD NICT IS' gollultioUNA. Ofr BERIA '0 lo, 1/2" bed of rnodar 2 - JE -4 Wooten each aid C 5 -10% !0 F41 I TO MINI IZE WINOrr FROM SITE v) 01 < (D 0, il 3" Grow t 0 Mino"urn thwAotI of irmocaut Dome fol 10 - 110 :9 15 FIVE It LU 01 5. IN 04 CNj CO 0 ihiCk Concrete aelcor TC� on the outside, 1-t 6- for 14- dtffo )r less, and �riams*lef, Lll EllroicE PLO NIN001 SPECS, SMfKX 2N'l OPEATIER TTAN 20% 1„FEET In Ln Allp T -A OF I" in INCketle, to' ogwiimy 4' Of depth i1EC SPEC$ 2$73 It P'1104irp FABRIC 0 0' 0, 6-min base gieciter than 11'� 10 r, proroGk 'ver gotown 10044 IT" LOrAT" f'.jF $LT FENCE 0 tz 0 vogPouges shot] ble fid on both liho/ 4" 1 ACT+ ,jecu)t NOTES, Inside onol outside. ESE "r ION I AAL HILIKANIS S�HAtt, 4A•da.. KFW HI�t,fl�j 2, V40JIVou "o dt:Q'-tN 0,"k Viur" kicw-o 9"1 rtmorholo or orelI tossistivell oaoiptabi oltshpas. 3� A," PMFITUL� ��II 14PAI, OL �AJBX�T 10 fiiiij YLAP WARIUVOI,r PLTIOD \1 Ti-OMS, NOIED IN (W 711-L WArfRINAN AH JN hoto5en't shall bet qroutind an iw,�qide orij (Itutijoe 1�6 9. �bepj lihan be lonovided In oil catch bitotion/vorisrithoes and storivin sever immorthOlan k H�CWAJC SNAL INCLUIX A tff--1R-AfI MAIFPCR, i Whom the mermble N catch basin it coinlinacted ocT FE.NOC NEAR Tlyt (DO b, A,.i, A�IN!3 5,11A�611 BE ��F.',',TAALIFV VIA UEC�-k,Uiii ME-04ANNAl, ADINT RFI,�nPADCT earmide the hroatted 104doray 0 Avinumus j1ditt ord st WH) SLOPL OUIS*E (W STOP MUD MIDSRATION THRFdUCH R(W>C� astinq to be totcfll� encosLd HIM, CC-rcfele CLI'll TAHCAiOfl� CONSTIMUCrION Iffii v6 Ai.. �YDRANT lrf� 6r. PILLfstEI Tf; 4RI)CAIL AI MI ALLOWaII T"'t K R,12* shelf III, 1,),tfteled ned to the mnnlrolle 3. 4o lollock structures am allowed. FI FQXr"L I!F Hi -RANT .4 Na Wool shims rare parritted in the adfusteg ringly. HIT'RAN3 Fit) Elf. 5f',;URI!L� W114 PLL1!itC ojAAF` �)ir NAWG to IAK�",41E r[nr 4� ::air nf "Fsnw,F�A LCCATION OF S111 fTNIOX " FOR PEPIEMITER& AIN 7 "PICAL 0111 STANDARD ROCK MANHOLE WHY ON STORA SEWER CATC1 BASIN AIN T 9F1 SILT CONSTRUCTION 2X 3' RECTANGJLAR FENCE EN TRANCE ENGINEERING DEPARTMENT 2101 Prvi�,M N.- � A I A: -1 I�Jirv!n I RIBMIDI T-10 , � -;: CUM= 01 �=Q r"SED; Si RA-AE W-: I ENGINEERING DEPARTMENT 5-01 ENGINEERING DEPARTMENT 5300 FPU ENGINEERING DEGARTMIENT 3101 12LL- I wsi 13 CB-2/ X 3' HYDRANT INSTALLATION /�7 STANDARD MANHOLE ("�j ROCK CONSTRUCTION ENTRANCE 40 NOT TO SCALE NOT TO SCALE SILT FENCE NOT TO SCALE OD NOT TO SCALE NOT TO SCALE @ 1(��Oy to \Qtoy 111111111, C�\l E 0 0 C) > C\I COMPACTED BACKFILL LO E '5 Lo 0 N:9 Co 0 -0 Z. Co A, cr co C6 SEDIMENT TRAP --g- E zN 14 a) Go 00 L&I oup C) z �e cc - 2 01 DO MANUFACTURED BY iffINIC0,L11-CII -SHAKOPEE, N 0 ct) E55 S;CS-. CORCORAN, MN. OF! EQUAL z 0 C C ia U` Do/S MIN D (1) C oc Lo 6- LL L-I 7r PIL HAUNC ca SPRINGLINE I , S ..E LOWER SIDE L) NEENAH 9,-4y42 fFATf QIR — ----- FENCE IN solos ".WW `AX 1� vh r POSTS Ant. 41 L'� 1AI rAIII IVA W0110 9MA AFM Ih"XiAGu` hot Fit FINANI s"PuTisjo KA wo"Aft olaNft < 0 DOING 101AUSTNO F�mas W) 6' Metal figui F�W < vi 10 2L 0 MIN 2 FJ5 denoting barb box, 2 3 0 RAX 4 Tap 6" pointed blut. As DO/3 MIDDLE BEDDING LOOSELY MIN 1/4- MWAk KtWEN BEDDING Do/24 MIN ..... . EXCEPT TYPE 4 'n On z PLACED UNCOMPACTED DAItUror, 9111 & 5MICIURt, BEDDING EXCEPT TYPE 4 c"LAK (TYF,) MORTAR 541AIJ, MI WINOD1 curto bon VV0 1 1 /4 OUTER BEDDING MATERIALS AN/ sn- -- �z 0 WITIC T%&2it, stondipipit, ond 'goationryy ;Ad COMPACTION EACH SIDE SAME at,: LIU] ""`'AYE FILLI EN REQUIREMENTS AS HAUNCH �j TO (01oliN51 OF 17M.V�'WoR RAFF 6" PVC '5tDR-2fi PEFF iii SLOPE 1/4- PER F T 0 >, 44 (1,011 Air or, Cr. IiI WAY9 STANDARD TRENCH INSTALLATION SOIL AND MINIMUM STANDARD PROCTOR v COMPACTION REQUIREMENTS wivl 0111 g CENTER 15F RMA, AT,410 r 10 te 77t M CONIC, 5EYKRI QLX9 iiWATLEW AVP CIF CAW 6M C� :5 i 1-! INSTALLATION HAUNCH AND OUTER LOWER SIDE 0 LL < Z 0 PRIE CAST OFIENN13 A!, FMOUIREI�, TYPE BEDDING 't'N �,x go, got A7XJ0 Y In D 2')(2- MARKER UU 90% CATEGORY =D LU Z 100% CATEGORY III f-'I/2 PPE DIAMETER MI SEE Ni 2. TYPE 1 95% CATEGORY I 95%CATEGORY z ffI I- "K "t;o;�pef 90% CATEGORY 1 85% CATEGORY I 11 TYPE 2 90% CATEGORY 11 1--SANITAPT SEOCR 95% CATEGORY II 95% CATEGORY III 41 rporolion Cock rilooi MAIN 85% CATEGORY I 85% CATEGORY E 3 11 90% CATEG —�-bW............ 95% CATEGORY 111 95% CATEGORY III R SERVICE CONN[Cllotq NO COMPACTION REQUIRED, S TARP DETAIL TYPE POURED In IN.Ac: LsR $' RE 4 EXCEPT IF CATEGORY fli EXCEPT IF CATEGORY III PRECAST %All X— Agooler Main MAINS FOR 00`4114 OF COVER IAI FEET OR LESS USE 85% CATEGORY III I USE 55% CATEGORY III "'^" "+r` �"^" ^�1•� . .......... EQUIVALENT SOIL CLASSIFICATIONS FOR SOIL DESIGNATIONS Cr-ij ?0WI-ruitor < NOTES: SOIL UNIFIED SOIL CLASSIFICATION SYSTEM (Uses) MN/DOT SPECIFICATION rg�'14 44 X FAM" 7 I Or) noll parail ruid Of curb 0op, 2 2 Add 6' crumptd pigtail to CUtIO tp, op WHEt4 SjaHiTARY SZ%XP SEPMi.r IS NOT AECOMPANNED BY A WATER SEAvICE IN SOIL BEGINNING WITH ONE OF THESE SYMBOLS WITH 12% AGGREGATE DE I{ SPEOAL 2 WtVIEN1 1AELO ALL C)INT" (110" GAS4I CATEGORY I CLEAN COURSE GRAINED SOILS: SW. SP. OW. GP. OR ANY COARSE FILTER 3 The copper sof wice 1" between I iii and curb hox 11141 SAME TRF--N(>4, INSIrALL A 6- 4--AVY NETAL PiNCE PI II TO 2 X 2 OR LESS PASSING A #200 SIEVE MN/DOT 3149.2H rholl be one Higntivious piece ol pipiflilt ggplil�es will not be Jgivnmitivd WAR4EP AND PAINT TOP 6- OF POSI FIE)FESCENT OREEN, CATEGORY 11 COURSE GRAINED SOILS WITH FINES: GM, GO, SM, SO, OR AGGREGATE BEDDING 4 Goorposoliciri cock to be I" x r trisi*o, dkorrieten. EXCEEDS 90 FEET CLEANOOT REOUIRED ON PIRIVATE PROPERTY' IF DISTANCE FROM MXIN TO HOUSE ANY SOIL BEGINNING WITH ONE OF THESE SYMBOLS MN/DOT 3149.2G f;H Soddle-, reound an 6' DIP or smaller moku5i and off mainsCONTAINING MORE THAN 127 PASSING A #200 SIEVE 1, CLEAN FILTER MEDIA AFTER EW14 RAJN EVENT AND REPLACE IF FILTER ISS C4,CKIG170 WITH "WCIVEN1. and oil imalinto 12' Cor larger, CATEGORY III FINE GRAINED SOILS: OIL, ML, (OR CL-MU CU.MI_ ML/CU) NOT APPLICABLE < < < L ALL. PJPE SHALIL BE BEDDED ON GRANULAR BORROW 314A OR COURSE FILTER WITH LESS THAN 30% RETAINED ON A #200 SIEVE. 6, Saddles whsoT retgored iiti be Ford si F202 double strrp� ACCREt,",ATIE (3t4911� pffAOvF FROM K.-I-FPIAHLE A17FR Ei RAIN EVENT. T. LhLitI, Ua1dIeT, errs aired on ,It eft wilteraTII NOTES 1. COMPACTION AND SOIL SYMBOLS-I.E. "95% CATEGORY J' REFERS TO CATEGORY I SOIL I MATERIAL WITH MINIMUM STANDARD PROCTOR COMPACTION OF 95%. 0 jy TYPICAL 27" DIAMETER TYPICAL LL ON 2. SOIL IN BEDDING AND HAUNCH ZONES SHALL BE COMPACTED TO AT LEAST THE SAME =D vi Mof OR TYPICAL SANITARY COMPACTION AS SPECIFIED FOR THE MAJORITY OF SOIL IN THE BACKFILL ZONE. WIN CATCH BASIN CATCH BASIN WATER 3. THE TRENCH WDIFH SHALL BE WIDER THAN SHOWN IF REQUIRED FOR ADEQUATE SPACE TO ON emm * MV= SEWER SERVICE ATTAIN SPECIFIED COMPACTION IN THE HAUNCH AND BEDDING ZONES. SEDIMENT TRAP SERMCE 4. FOR TRENCH WALLS WITH GREATER THAN 10 DEGREE SLOPES THAT CONSIST OF [- EMBANKMENT, THE LOWER SIDE SHALL BE COMPACTED LEAST SAME COMPACTION AS SPECIFIED FOR THE SOIL IN THE BACKFILL ZONE. ENGINEERING DEPARTMENT J'Mp� 3103 2-11 ENGINEERING DEPARTMEN PLATE Ti 5. NO BEDDING IS REQUIRED FOR TYPE 4 STANDARD INSTALLATION. F&ASIED, 1-10 ENGINEERING DEPAR7MENTI'"I 100,5 2001 6� REFER TO ASTM C1479-07 FOR DETAILS. ENGINEERING CEPARTMENT ji"'I 5302A IFTLE RAW, L*kVW�,SPFa 1f`1LE 0! " 71 7. TYPE III BEDDING SHALL BE USED UNLESS NOTED OTHERWISE. RI Assw r14"CB-27 WATER SERVICE r8`oi SANITARY SEWER SERVICE io"" �5 TYPICAL PIPE BEDDING FOR RCP AND DIP r2'CATCH BASIN SEDIMENT TRAP 1�4 0 NOT TO SCALE-- I 40 NOT TO SCALE 40NOT TO SCALE 1�4 00 NOT TO SCALE 'i YO NOT TO SCALE 7. lUj Zf) -4 Inn > L.D C1`1 See City Ploho, No, ;107 far nprop paoicert 7,5' leirginglurn cow reored Ln T;N4 T:Oor No. 15860 over top of Ivoter rnoH. -rW C::) 6! N H-1 'j, ti uluellef 0. Bibb SIHF- cf.)ig He R-5160 -ovide VcIve Stem Riguers, 0 LLJ v TO Within 6' 01 The Surfoot C--) I �Hq isE:p If The Distorice Fromm U, The Top Itut Of the VOPW 10 FINAL GRME Time $urFlqce is ClINING19r, Than 8', "" kw nv� *,A RENCH HASKOUT AR. i Adjust top 10 1Y(4 bet raw MINIMUM 6" OF Tyler Nlo� 000 grade, BOA to btt sot to COAPIACTIED SA;; 1 SEMER Mjefler No H-102% 26" pritVqde 12" Of IdjIJI5114VI SIAH't) FII.Li, ll Btdby-sl*-Crylv, NON Ii V L.Lj 3" MINAAUIM SAND II RIWD ST`1ROFOAHvo Tiler No. 611 tWULATION Mueller No, 44- 0357 Too Iost 3 pipe joksts 14AIENNO i Use 2 he bolt fasunterst No. 58 Ir fivisidl at f.;alm valswr how, screw type, per joint, lifrF 59 V ploi 5 1/4' shalt, siZe W, learn top Or tivitt:ken No. 60 24' "K, Y-6 letendit Y" SMOFOAM of 00. No, 58 14, 1 06 round base NSVL*lr" Ls. MN NO, 59 Ln 7- 00 -Ste-Crude - Gate Vol" Adapter 1/4' ARK",MEfyimo� 57 911 ifflo Ijt4r.R H PLAI C IN 1. (f) vFj52q No, Aha itol Stem WI Pooloct'vois 2 -1' CL:�Aff ET Ill, va 5 2 Net 59 70A Rupitter TRANSIO001 To SPILCIPIED A LmOkP- U) X� joilit 60 Qo0vil Imotobod Belionirign DLPTI kyV`IPiC'AI pLA! ..... . V5 5 13 �v C I I'll IG < The (Nofte Vot,10 And VE WITH MEGA I III visivo Adopter, AS IIIEOIJIRW, AgA a,110401` ARLA MN J ot,� Q�A 41"Fq No RE160 I Lu Z ISOMETRIC Lot No, H-103al 65, 4), Nivievicom CIR E.4IiCAFrx1,TFD gl, UTERMAIN UNDER S"Oft TwER (1) abligy-surt-Cioig No. 1,0516 60' Flow CoinLrol 2f �CTION �11—A < Reiviliont ovocolov Vol" Conforinderg to AvMA PIPE SHALL BE CENTERED UNDER INSULATION UNLESS OTHERMSE SPEECIFIEID� I,, LOCATION I�IF TW 6ASHOV1 lAz'A �I,IALJ, BE AT THE DISCTI OF' T1I volyd and Box to be C Mir 8) Suendard, I < ploostic off ad per V*A,- Ig4SU1LATkV4 SHALL DVERLAP AT SFAMS tot' MIN. 12'� F�ONHPFIACIOIF Kit I!- MUST FE, SHOM4 M HE PLAlk$ AND MUST H4 th All •01trgo 71TED "B14, S1 It IYSIN�G IRGNAGE TIFHE A?4SNINO I AREA SHA� L BE A T Section 2r03o Steel Iii Built LEAST TsiE hitiNIMUIVI DISTANCr FROV TFJE RSHT CC 'WAFT AS PEOU[i Ear' W L-X At, THIS AREA 5FIAL.- BE LGf:Alfr, IN 'U A CA. � WANNFH Stir T-tAl 0rJFCFI 1RgTJ( V4S MAY PAS$ THROHGH 'THE WAi 61 AREA PIRII T' TRITE STAStUZED RtX�,� CO4TRUCT(N4 EXIT. PROJECT NO: 1. Aft Fitirtoweed Coneraft Apromit sholl be furrithirml srgflolk�d without Trovsh Cuards 2) HAHEDENEU, IAAIERIosti, $HAILL E[E BIRCI-YER I AND CLtAHNED CAI AS 15139 2 Art me" Reinforced C;�mcrete Aprons am now pipe folloll but tied bact 3 pooDe hCE'DED 7'C- MAINT&N A T`QNfgjQNIN.'1 NA$1-00' AREA VOLICINNE Or? ks DRAWN BY: KAE/S-H leno;thig L'Ick from Oxon, OREC-IEV By 11-" E"NsfilEfF, CHECKED BY: KAM 3 skit new Reinforced S.-)nrrete Aprons an exisAlq piope shall loter tied -a the first WADAND OWt(! A I" PAST OUTSIDE ly Pt&[ �51 '14 WA"Mr t A:Ik-A MP, I q'i C,Nf014 101 � Airi Y) rE 1Y `R'ru Aly TFI it play adjacent to the, opion. I8'XI8'X8' Corm Nock ILAr N SHALL W'O WL(!A5 v swu OF 12, 41 TiF wit,11I 1 AWA MFJiTr,.f.'kr C01,TAFTLET, AND WAITP 7161T. EARED ARED END SECTION Ciffor vPICAL GATE VALVE 061 INSULA11ON R E 7F ffiv= am= ANC BOX INSTALLATION Off I WATERMAIN/STORM SEWER DETAIL WA51HOUT AREA CIVIL CROSSING mom RENSIEVa 2--ft PLANIF Na: pxllsm1-10 Ri ENGINEERING DEPARTMENT IsLARE I ENGINEERING DEPARTMENT 1006 PLATE ?i \F --PARTMENT 2205 DETAILS REMSD. 2- 10 1`11.11 ENGINEERING D: I ittghr INFILE NMF-�QWQ\SKCS\=04 ENGINEERING DEPARTMEW 2704 swNsw SHEET K'15"l, FLARED END SECTION K'12"It GATE VALVE AND BOX INSTALLATION 9 WATERMAIN/STORM SEWER CROSSING (6"l, PIPE INSULATION CRETE WASHOUT AREA 4 I Q,Oy NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE r3 N\ CON ,Qoy lqi5 �c �O lq4,yO NOT TO SCALE C400 v� ttNOTE: r/> r •-•�yl - $"r .w ir2^rII f'-Tap BP,amalnoua Material 1. WATER -TIGHT CONNECTIONS SHALL BE MAINTAINED. si"c*e ] 1 `� sS P a• it '� 2. USE SCHEDULE 40 PVC ON ALL PIPES, UNLESS NOTED «"�" �3 4 or OTHERWISE. 3. THE DOWNSPOUT COLLECTOR DRAIN SHALL BE INSTALLED 12 _p *� r, DOWNSPOUT BEFORE THE DOWNSPOUTS ARE INSTALLED ON THE BUILDING. ---•- - -•- 1 - A _[ < -I.,, O 9 r. Ccw,rr�t_r `,arprrt+>utter 7 p �m a s' ry FINISH FLOOR 6" OVERLAP RIM ELEVATION, SEE SEWER TABLE SEE UTILITY PLAN. � D �m "" ` # � N y Y a A REFER TO SPLASH 3 2,,r h"' k' kra]R_ �,x y Tcya fkaer rsoue Maf.¢ al I b u a+ PAD DETAIL BELOW. �3Ar �, W FILTER FABRIC n A wEr? as r[ f • t X __._. a MN/DOT 3733 TYPE 1 N ^t ur, �4 Per .,... N�nOtir t36v2 _ �� ,.-r I 0 A_ n k . ,i Lry Nl��k ' ° ��St) _ .� UJ 45' BEND (SCH. 40 PVC) g^ " -, .•_„", _.__.._, _ Concrete Curb and Gutter : d q' I 4 r �I 6krn3 EL � COARSE FILTER AGGREGATE M ". " n AND RISER PIPE �� t � e - N,t;,kS]Sd9E] 3 pp i 9 MN/DOT 3149.2H T PPE [D1A. Rti�AF PtEGtt;IrcREO C:FAhIIkLAR PIk1Ehi ME.irUtNr*�17 `� `o Ca ryry�R�'�� II s �r OLO 1% MINIMUM SLOPE B 1 B iar-Usa Only with Wivotaa DrivewctyA, "d s d (' �, �'�^ !' To .4 8 to 12 Cy a, 3 UNDER ti1P N?p1F NP.{T :�. SEE 1/C200 W._. Parkrnq L ts, pa Meddana TO 33'" 14 to 24 C'a CL,3 LAYERS '' 9O00k MtPAF'I w tQ- OO w INVERT ELEVATION PERFORATED DRAIN TILE ^•^------•^-•---•-•--•^---------•----•---__- - --- •---•-----•^^----^--- '6" C3 �56" 23 Ua ad C'r GL,3 FABRIC OR ECNt LU O V ,Z-�, � REFER TO KEYED NOTES FOR INVERT ELEVATION OF �•- r 1 a 9 CONNECTION PIPE REFER TO MN/DOT .8'N' - el I� '''•';# ! NP% '14° .APaP UP 62 Cy (nd ups CIL 4 � w (j N 0 ON UTILITY PLAN iv `ly Fr;i,e ruharc yttrct is aProprmafw.RY F�.8A1C1 tbs} .1 Z o THERMOPLASTIC PIPE 3245 o wt� .. -EB«N Z C �z TO STORM SEWER. R G M� TaNa i3�tu+renrus ttat6rEal Deb Q DRAIN TILE �•,,, M w a" d PACK a ,..®_ . _.......,�•". - 1,« s Q o T G T P V) cu 1 F2 ✓ {1 atF=FN� Fr O O O: o v _ SurrteounRoktle " "` •. „„»-'`' W LO Q LU a. ., # ..� i y �....,,,w7�., � N Z a, Ov PROPOSED GRADE ,.,.._,., •E + i :.�..O iw- 0 P -•.-.,----..........."...................a..._....,_..-....,.�.2."...._...�.......,,....-._ems«_ n. ConarrNm Our-, and Gutter ¢3: �" N-,." irvramulaa 4itkbtr ]X1t1CkCY1 SFrp1 26,, O - "ss r k .. .-:t'mro,aNer:P.rla Edgar T,yTe mI dam- V) M a w 0 4" TOPSOIL ,i v r � :.a..� z dl" i' li L� �- m PROPOSED _" y e r•• RaPAF4 o PROVIDE P 6,. -t p 8 A - n. 7 J_ DRAIN SPOUT _ /- �- (',,,] r w� NEENAH R-4380 LOCATION FOUNDATION WALL BACKFILL "r/' `'A/ a;W noun " •F,. BUILDING " .rurloca»•"» CASTING GRANULAR MATERIAL HAVING LESS .r - - - % i ..._ F.F.E. = 924.50 FLOOR THAN 50% PASSING THE NO. 40 .,.,". 6" Shoo EnY,ad , i 4 M � .. ",•»'"`r•"" ° 1!4 ihl�� "-i`aFINry,Xlar trlfifler QMflLN58 �GPd.2FCi /'` ��E. r v , Geoteuth Enter T+po 7N ' ,r ;'Jitu%n rrtauA ��rrb SIEVE AND LESS THAN 5% ` it _ ""'"" „r^" "T �`r,, I �: -., CONCRETE 12, 6, PASSING THE NO. 200 SIEVE. •:' SPLASH PAD 2„ DRAIN TILE PACKFLOOR SLAB TYPICAL NNE w - .e'.MIN CITY I r. l;N?+' ,3f1 '.Ln 1 ,1'1 _ 5i],� RIP RAP 5-1/2" r, 1/2" EXPANSION COMMON BORROW 1 " .'. Cr�r� -� JOINT O AND GUTTER � � � DETApL LOCATION/SIZE VARIES NAvist; 3_tib PSAti Nd� ! r=utvt ua` BUILDING FOOTING P� u ''z_1Q - -- -` SEAL BETWEEN ENGINEERING Ei['r�ARTREEIUT .�1.�(j� Flt, , ¢ E.r.oh'.�'et ..........» r BI 9,lEP"t:tar ,.Fi'Gts'Tr„ht=[�1T � __1�vF,?, p - k.T+9Gll�E.��fd'dhl4i 1J�P'A�'u�`0.A�NT .,r"1[�f� PIPE AND JOINT 3 T1tE NAta�rn c za rat NAka: o sr aaT W/ NON -SHRINK GROUT z 0 a RISER PIPE o . GRANULAR 10 BUILDING PERIMETER DRAIN TILE 7 CURD & GUTTER 4 PEDESTRIAN CURB RAMP 3-5 1 RIP -RAP BACKFILL ~ C401 NOT TO SCALE C401 NOT TO SCALE C401 NOT TO SCALE C401 NOT TO SCALE C0 E I��augl� u � 0 SECTION VIEW$z9a r�` Py end" ca@ *p,n sp w �W Y `-200 2� 5il Y ' * F f p 3 x a c7 t9 m m ui ti- s 6" �_ W �� r �I x] 6 - �x ] y;a E w W to+t c O .° o -- z v tAeL W a" !� b y _ a s toiaLLw r o r a tlM a'�M�p e�S� Y'a w a B m COMPACTED BACKFILL v �� m�XxttF�,� '- „•.. r'- � jvl ZMIN 12" H7tipAAT § a� 9 n $ A ,x / .ILL". F.- KI d $rtT ,}'a''<AFz gg9 W.. 6�' a , �. p . "° " {' ✓' b iyy IV m�A!"S, `N' ZVAIiVE DOX k I rr�k n w�p:ta ' a O/' ..Do / t u� VAPr G y �� ea_. k "�d ,. $ �a. u7�ip�' �tyc?y ZaS�DRAIN DON SPOUT SEE a ,U 5y.�(SEE SECTION VIEW) SPRINGLINE .' _ `t1f4" PEP2 F'1 IM �' :1�a{�(y�. y�w%.• O I,..) r ...., .. ,.. �..tl y@$��;y$»'.4�lMI yM-g�..',{j V� �g¢ r_ w�' .. ::: i »` ^•-„ YYi Art loop F'ntlNV'4T 3� " 1tr aRc aamai' I I x.•: . b �I N�N9Na GZ� 6 10' PVC PIPE EM EDMENT HAUNCH - m__ �.f ,'. = n_ -.µ »L . a m ar ce IZ5 = g VV PIPE / .i CAB a.-�e"°,. ,. r s, °.$ e' o ? .. '" §' Sc" .... r� r c T _ rF r' Di '_"'' , u . .. n'9i. ''4 rA #.i _.. ,,......, R'.. I. .� O w d w I T�" '�� PLAN VIEW / / PIPE BEDDING L-., h L. II G; �OLu<z Q� �p4 iitW{fp AM •!F "' w 0 (n C {gr w rr•mm wm tlF- Ai, IG W Z < irz'- Zz ljj i FOUNDATION d" CLASS74 5 BASE 2' 5' � � ,..,n r' "� 9 X t � t li em-+4� �. - v: � w O 13 DOWNSPOUT DRAIN WITH SPLASH PAD AND CASTING BEDDIN MIN 4' °�°�°�°��°�° °�°�° ° ° i Mtn. ,Y ,l / (AS NEEDED) 0 0 0 0 0 0 0 0 0 o I y C401 1 ,• iµi NOTES: I 1 T gg 9 j 1. THE MINIMUM TRENCH WIDTH °W° SHALL BE W=Do+16° OR 1.25*Do+12 WHICHEVER IS r. � r ¢ ' i' ••"v`- k � � p � i � �p GREATER. i �E. d x '�"'! rws # K 2. PIPE EMBEDMENT MATERIAL SHALL BE CLASS I OR CLASS II MATERIAL. REFER TO � h ; SPECIFICATIONS FOR DETAILS. g 9 - 3. REFER TO ASTM D2321-05 "UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR_ Ag � :� SEWERS AND OTHER GRAVITY -FLOW APPLICATIONS" FOR DETAILS, 1, TtPICAL 6" T"ICIr CtN CRVIE SIDEWALM, -'k .,....;,,,, ' r f v BUTTRESS TO BE e r ` X, s K� u - POURED AGAINST FIRM 2- USE TkSGN� FCR C7J•A.&MEFtICAt. pRIYEWAY CRC+S G. s Ih "I' rM` r'�' •" IT �^ a a a a a a b UNDISTURBED EARTH. 1 1 TYPICAL PIPE BEDDING FOR PVC 3. X4141 SPACING AT 5' INTERVALS EXPAJSIt^9+t XV,,IT SPACING AT 100' � e L C401 INTIERVA S AN PN � TTIN c ote - NOT TO SCALE Se L 6 M'tiE 8'J ti [v1STINJI. 1:adiA2ETE QF� STRLICNF!E. 3 MA9 Q N 191 W ]M T ll" 77 I'1.�19 Q'.Y %' i1;)tl t -i "'�] 1, ��1 4.1 C ' II CONCRETE �,i I' t" I" P �E:.:3�,. I"I .I _ I�a9 �4.�r�"�..::i , to 0� „ SIDEWALK $k L Pk.J, t:?() glCargr ,i_s ,: n A v 12 RMCOE . t.-10 Y PLATE NC: ._..,.....,...,,- ,.. PLa:rE wc'-.c - I ��. `�._..-.._. E.NOINEERINa.: DE�ARTialEPJT ni,�ae w: ,-i.r;' 1 r, T B° OVERLAP ENGINEERING DEPARTMENT 5214 L'I'dLEPrlI,� E6'AF 1,6tiNT n Flu NAAIE:.:[k '$NEt'SiS�t+V I tr. na • a fl,y,' _w r .a.. i 1 a BUTTRESS TO BE PLAN - 22 1 /2° BEND FILTER FABRIC POURED AGAINST FIRM MN/DOT 3733 TYPE 1 iv ? UNDISTURBED EAR BRACE PLUG AGAINST �� 5 CONCRETE SIDEWALK 5 PEDESTRIAN CURB RAMP(4-5)2 PEDESTRIAN CURB RAMP 1-5 r n UN ISTURBED EARTH. 6" C401 NOT TO SCALE NOT TO SCALE C401 `J COARSE FILTER AGGREGATE � NO L �'yl Ilp MN/DOT 3149.2H C401 PERFORATED DRAIN TILE (j o z DRAIN TILE a� ry 1- PIPE REFER TO MN/DOT ° �I =W - THERMOPLASTIC PIPE 3245 ...9 l III---�.. �„ . x Ix ;l TV 47 a PACK l $ >r�' x Bp en A I�tu e� u BITUMINOUS MATERIAL / 24 *36 stab enin fair Neenah 1, - u q a B k 3 * UGCLLi f 3ps7-v or a Neal ~ `s !' L�'L _ XJ•, r �1_ a z "' r' �t �aaTE: N BASE MATERIAL i ° C 2- BGrotos shall be used at 311 Iona f' S� irr ll /� `y f j P _ 1 C r Ponta 1 �NPwh'' ass x y� aT�a r, dr -R Fg k4a PLAN - 90° BEND PLUGGED CROSS \` %!ebz� e'R�4 d gee W H _ � , "�� 0 1#� B Rat®Iql, 0 BUTTRESS TO BE ---' ,•rN'tPo8rr�7 R34fi'X- v <osen Ana""N y e NI ru P ,] pp M'S $A ,r:" t m v I (%) q e$jp� N . t, M1 N'iCONCRETE SHALL BE - e grates # p§t I tPOURED AGAINST FIRM / ' ft t° IIx UNDISTURBED EARTH. 4" PERFORATED DRAIN..,,..,. ,, it �`N �, b;t# p'$; S 00 z IN CONTACT WITH THIS ili{reboma qA i rrroxirnarrs at '°� 0 r QUADRANT OF PIPE. - SEE TILE WRAPPED IN PEA // O concrete ad! tment mr s with twit :y/ NOTE 3 ROCK AND GEOTEX71LE }" 1Tadtus-a-.q.,,�� *,,.'"" r.•" berNs Of rraaa'tar•, 9 II FABRIC 6" Cunt. CNtor ✓` k Precast ron,^.rete ar F) T 5 o A ., - HDPN: ndp.bralmq rings. 1-__ _ _ " Precrost rithforeed concrete slob, f q ? , i•.^t trest LO � 30' MINIMUM 30' MINIMUM Loan { , §,a i9 M 71 90 /� °'"•-- Tap Of tvarret Beck oar )stow top slab d -: ' "� + yr ' ""'�n„" r` /1'' 5. k� 2 a LL LJ ✓ \, ,y. 1... • t2"-+4" to !nave not t edi r �nardera With b ,r�`! a, � � I� , rz, ' t, n t BEDDING /� S" - G % �fi ., i * w r t�,n w j; «� r tv "s• o yy�� • PI, r /1 MATERIAL A T kmo4s in verw Aw a have d \ '' �6 ; el �5 V k ! �i�/i,. /,. i `•�• / - An Ir xih rubber +etm•g06 c t,a've i i' ....... .,..W,_. 4" DIAMETER 4' DIAMETER MarNe& Q ren� rxHkli7mr 908k+J,A, APPROX. 1:1 SLOPE �I- DRAIN TILE DRAIN TILE :^•[P T}F _ WERE DEPTH BELOW °_. - "-' P'raca5t 'earcrcte smc:Aon , t�,,.:m 1'w. N w;=•' PIPE EXCEEDS 6" �,y _... a ,,,.,.,..�..noWmedBbuPrs, Nn�rnr# I�f98F,! at + T �, rvq;�'`ir' s x Z eaudr, /Fe" a. C., Aivmlrvrvn 91ke�8 G,t v t 11 SECTION A -A �. - #1 gq� Ft �. V PLAN - 45` BEND coNc. cuRB AND GUTTER tlip nb , h7ng aureas )butt be grouted an bath t it{ �,ev h amen -that outside cod maiden NOTES: CATCH BASIN �✓ «, gg 1 1 L U �*�1 Gar ry[yq�, (.«. t_.. �'" '' ... I* �q! 3. 1;l Syr �' ,.r kRi �1 r u T ]! 1. DIMENSIONS IN TABLE ARE BASED ON A WATER PRESSURE OF 150 P.S.I. < °s I' o ock mtructorr_s arm ollowtdl I I ,. a 1r m W "] - *B AND AN EARTH RESISTANCE OF 1 TON PER SQUARE FOOT. ll{t/yqJ, p-� 1 A MINIMUM OF 60 FEET OF DRAIN TILE SHALL BE PLACED AT ALL LOW POINT CATCHre 2. DIMENSIONS C1LARGE SHOULD BE LARGE ENOUGH TO MAKE ANGLE 0 ) j a _ j,W_ t•2 n q r$ BA n x EQUAL TO OR LARGER THAN 45'. BASINS. I NAinFmum gt'db' tAslaF:nmse, 6" for 94° 11 �� ] " �". " '",'„°Ii� "`��N�} 3. DIMENSION A1,A2,A3 SHOULD BE AS LARGE AS POSSIBLE WITHOUT I « I w n> PROJECT NO: 15139 K] ♦ depth. k1LY93CJ,9P thkek tm98 t bar ✓�r A '"' eaa,w swx^w +m, tAE eik3a^:kes a, IPN(JN'g9 Wr r? at&"aJ e mhr4* of depth wit & n6" 1tJ � � Xh .� DRAWN BY: KAB/SJH INTERFERING WITH M.J. BOLTS. 2) 4" PERFORATED DRAIN TILE WITH GEOTEXTILE SOCK SHALL BE PLACED IN A MINIMUM ""n �'"'P q , ° 14'---•^-""r � �-��,� � ,a� / ° 4. SHAPE OF BACK OF BUTTRESS MAY VARY AS LONG AS POUR IS AGAINST OF 12" OF FINE FILTER AGGREGATE (J' DIA. PEA ROCK). n_I f'6 mesh. � t'J�� ,/ CHECKED BY: KAM FIRM UNDISTURBED EARTH. - -- -tau n sas 3) THE FIRST 18" AT CATCH BASIN SHALL BE SOLID WALL SCH 40 PVC. .. Na Ara+n tnclem BUTTRESS DIMENSIONS DRAIN TILE SHALL BE PLACED BEHIND THE PROPOSED CURB LINE. PIPE 22 1/2 Bend 45' Bend 90' Bend SIZE B1 D1 92 D2 83 D3 6" 1'-5" 1' 5" 1' 5" l'-5" 2' 1" 1' 6" 8" 1' 5" 1'-5" 2'-1" 1' 6" 2' B" 2'-0" 12" 1'-10" 1'-10" 3'-4" 2'-0" 4'-9" 2'-6" 16" 3'-0" 2'-0" 3'-10" 3'-0" 6'-2" S-6" 20" 3'-6" 2'-8" 5'-6" 3'-4" 8'-4" 4'-0" 24" 4'-0" 3'-0" 6'-10" S-10" 9'-8" 5'-0" GATG9 t BASIN-.`6<arr Curb R xr'n , CIVIL I` ,I f 4) MAINTAIN POSITIVE SLOPE AWAY FROM CATCH BASIN AT ALL TIMES. DRAIN TILE � � - I P'_'i�eS:fIr3YN I "'_!PI'r �",i7rr'I�ir3 V L SLOPE SHALL MATCH PROPOSED AT GRADE SLOPE OR 0.5 PERCENT, WHICH EVER IS MANHOLE a � GREATER. 1P ;O r N momk�iT# AMP (='ti^tJe Iat 5 FOR CATCH BASINS NOT LOCATED IN A CURB LINE CONTRACTOR SHALL EXTEND DRAIN ^".I.. -I b rl.OF " - T A I C atn N•.T-ten PLATE ta: [61f N"o E.1 Ird' DEI�AR'T14EhdT j 2]5 %s a -^a D� I / \I LS TILE IN 4 DIRECTIONS, IN THE SHAPE OF AN °X", FOR 15-FEET FROM EDGE OF CATCH .a 4 :EN`6G@NFiRNMG DEPA6tTddEINT iQ'�' q 7r v-rL u. ,;rs:; I; ;^rx. L [:>F�R.d''KfPh9ENF ti'" �)�§, SHEET 6)SNO DRAIN IN TTILE WILL BE ALLOWED WITHIN 10-FEET OF ANY WATER LINE. ...- _ ...._.._ .._..... __....___....._....__..`.-..- ..-._.__-._......._._.._.__.-. � 14 THRUST BLOCK DETAIL FOR MECHANICAL PIPE BENDS 12 DRAIN TILE FOR LOW POINT CATCH BASINS 9 CATCH BASIN MANHOLE W SUMP 6 PEDESTRIAN CURB RAMP 5-5 3 PEDESTRIAN CURB RAMP 2-5 C401 NOT TO SCALE C401 NOT TO SCALE C401 NOT TO SCALE C401 NOT TO SCALE C401 NOT TO SCALE C401 1I �5 s la.l 81a,2 m ;o vs sn.a xsoss 7sa"]sso.z o.a �poe S =9szs �\ s�z SI 2 O sl fiOB.] � J asass v ^6N] O 19.0 6� \ ° 00.b O s91 9 = la1] uJ 1,'1 A ,511 fil S o o.l g q I,s 9 ,] • °506 llN -slls / j !9a)] q /=sol.l p 'S \ S° Y�J 610.5 SI0.5 o.1 90fla 'ts:gp6,7� � =910.2 sI 1,5 126i •'9120 sll� ,y, 6`M1 = Oti// -SO v900A / / / p Ip.S n510a lab Ate_ =sos3 `�ipB °slay 120 / sun / /: 1 \ ♦Toss =sas� <sosl rv99.n s1\ rv6 2 � / / / s1"] =61 2,2 '�I ♦ / ^fill 3 p .9\, ppy 13,1 / ®1' y // 1_] � 9 sn/.0 s15.5 an.3 �I ,slos 618,5 may[,,♦ 611�] / �_ 13.4 / / 909/ 91/92�In.22 `�' _ i / / / / 61s,2 3.1 13.5 6 3 Ssls 912.E / /5 .6/ • � ,1 Hill LL CC VVll / / / �/%f ♦ xs(•5.` N�CS'PR75•PION-shS-- v217.7 --5 "sa5v ,G17.s /9Ir 14s/ �� e%i � � � �,6ms _ � °s1a.]� __�'na.1� � \ ✓ %elzs / �� sls.] �xsn] 5123 �(I� //,U ♦ =SI8..3 s/9- / ,915.6 \ \ / �q� / 11's2".1 / P I Sa ry 15 \ \ 1 51] 6 /A I s 141 6ry 4 / //na'ry SI.a _� /"s20,(L -.SI9. \::� \ \S✓ :: 921 J * 920.] =S,s.] �� I♦/ ,9za.1 Sz V -sza."-Es2o.o 920.9 1 -Sii 521.rv921.5 1 __ / .. 62T \ =92a5 °T222 ,921.1 =9z1.2 V�21.0�/ / ,: 421.3 /ry \, �0. • I51�5�// �,/,}��/3 •�(`/�, / M1 \rvS25 I rvs2� / / \ u.2i� =921� > .IC3 1 \ 923.7 , sz3i\ `r2ZS2 s42� / /s125 A / _.2°' I / / °523.3 "9 23.1 S/y2.3 91a4° .y/ /{�I'2w 523.2 '- :s261 \ \ --�9230 =/ / 0 4 4 624.5 -- rvg \ =9224 ',A21I.1 �IYS / 9215 // / slz. ,5a45 Alas / ,:s24.n =sans � ,Jl =62a.1 / .sza.o "� =yz� /2& �• / / v925\,5 \ "¢2 e8245x 92B] °i2\ .921.5 -/e925.6 a u9265 \ 1 y -S25,4 \ I ,5226 �20.3/� 911.n f'1 / 'szs.2 sznz" //]//// xsz4.a / / \ .szs.a s 141/ / / \ \ I 28.0 ^925.4ala.a l I / =S21s 16 SIM1S s19.7 � 519J v 1 �C�� 1 � � ,62a5 � �I z1.3 rvszs.n 1 25.3 �523.0 �I Al. 915.z t� ' \ I , / 1 / / / DA3TMEOF I u x9.] CONCHII'RATIOM 913.a '9/ S5] \21 / s23.]je) 2.JM/N/ 134fi s2a.0 as21.01 u92➢/2 y�/ I' \ °42 s927,s x 230 / / 121.4 9I4 \FSzs\\\=59,E421,0//g y/�_ -� s♦, ` / /� I 1 lfl'I 625.3 \ x92J.3 6 22 sls.4 5, �523.9 ill's _WCENTffiOF 1 \ - / I s 69 \a\ \ \\ \ \ \ \ \ \ \�52� �i25.8+ / /xS225 �_fCn\s'IO.6 MEN \ \ 523.0 / I 521.E Io�l]/// yy� ¢� // S`•]' 7 9139 slag 216 .s23a� isz� /,s2a.� =sls� _ 4- - \ =s20.1 ,s21.5 1 1 � 51]D A V A V A =5219 �: s14 Al I I5 / / / �_ \ •T nB15.8\ \_ / ■ \ \ \ \ \ \ / / �S/ I I9�1.11 I I N j `$ ms. -s13.3 \ \ \ \ / /� .so. s20..9 sl�,z s 16.a\\ 1 Ise s1s. I I I II/I s/_ .s11s III II�a0591' n3S rvsssa II (`I\\ \ \ \ 1 I 66>S \ \ \ \ \� \\ L506.0 .6�.5 \ \ \ \ \\ II�I11IIII I'I 59�9M' Age \ \ \ \ \\\ \\\\ \\ ♦ \ rv60s2 \ nsl0] 511: \ \ \ \ 1 ° \ \ y21_ Ala, 15s / m 111 \II„III�IIi\ n\rvOss.3 89r.39To o0sa. 6ss\0 \ oszs \xs0a.lso>¢R\\\09QSs \ ,a\ \ \ \\ s1m ✓ ^\ \'9'`2` / \s11� _- � ns p sns §\ \=\\\'�\�•s03$-___ l8 __--,sOS.a +3f41$H- s11.1 xs09.5- .sas_403 s1]s \ - -ore cos= _ = 6,9s_ =.9�-r = =sI3=- - - - -s+a _ -sly -- _ _ _.9uLn sns -ssla.e s1]. s`64�- - _ - SFb' c1n � 6 -- ®slez-slate - - - _ 97 Ion �'2'� 91]3 �- -6F]a�-R�M1fy/ �- 'los � � �-�=sls-o �� a616.1 '�•_ -- s 1>6 vsl6rr-+s ] ela. 5A szo.o�s/9- sm-r --s�9� '� \ - \ `3'-�'sls� \•slsa s 19.1 60.3 � TRUNK HIGHWA Y NO. &2 SI].fi Ynr,Itur1 _ 1 EXISTING CONDITIONS 50 =so VICINITY MAP Li;;ko RI :!Il 4,11 4, r` ,Q SsE,i ©COPYRIGHT GOOGLE MAPS 4 rvsls.a 5108 slab 910.8 06 \ s1o.z =5�,3 3\ J as,5 WATER EXISTING DRAINAGE AREAS IMPERVIOUS AREA PERVIOUS TOTAL AREA OUTEVENT 2-YEAR 10-YEAR YEASTORM E DRAINAGE AREA (ACRES) AREA (ACRES) (ACRES) (2 87 ") (4.26") (7.38") (10.90") ROUTING 1 0.00 3.40 3.40 8.15 13.75 26.27 5.31 OFF -SITE NORTH( 2 0.00 3.78 3.78 10.04 16.89 32.16 5.96 OFF -SITE SOUTHI 3 0.00 1.46 1.46 3.67 6.19 11.81 2.29 OFF-S17E EAST TOTAL 0.00 1 8.64 8.64 1 21.86 36.83 70.24 13.56 • ( 6'F�F) 6I•i� ` kWh!ol �_• ka►. \� �. �' �t�C�j A'�' �,. fit`'-6� �� 'N 6 b., W,b -�� _ ��i' Rcy♦ 1�1 �� . ,�-sip` / 00I�� s 1 .��' Aid illy I / / 6 1 Y ♦ > S • � w I , l all Raw. i� I 1 `y �,. boo �yFARUL gLoggi �GG RAW ggw. �\ W Z41111I MID 1.• u / r � - "�_--•--•.<.�x� �. � ,3.�.,..-.Ivy. _. � _c:I�c � _.__� "',�� , t, I o a • 2 PROPOSED CONDITIONS C50i -60 PROPOSED DRAINAGE AREAS DRAINAGE AREA IMPERVIOUS AREA (ACRES) PERVIOUS AREA (ACRES) TOTAL AREA (ACRES) Q OUT (CFS) STORM EVENT 2-YEAR (2.87") 10-YEAR (4.26") 100-YEAR (7.38") SNOWMELT (10.90") ROUTING 1 0.08 0.55 0.63 1.79 3.28 6.78 0.89 OFF -SITE SOUTH 2 1.85 1.24 3.09 - - - - FILTRATION BASIN #1 3 0.57 0.62 1.19 - - - - FILTRATION BASIN #2 4 0.15 0.63 0.78 - - - - FILTRATION BASIN #3 5 0.42 0.50 0.92 - - - - FILTRATION BASIN #4 6 0.88 0.95 1.83 - - - - FILTRATION BASIN #5 7 0.05 0.15 0.21 0.66 1.17 2.34 0.31 OFF -SITE EAST FILTRATION BASIN #1 - - - 4.98 13.91 15.77 5.00 OFF -SITE SOUTH FILTRATION BASIN #2 - - - 0.10 0.62 10.56 1.80 OFF -SITE SOUTH FILTRATION BASIN #3 - - - - - - - FILTRATION BASIN #4 FILTRATION BASIN #4 - - - - - - - FILTRATION BASIN #5 FILTRATION BASIN #5 - - - 8.66 17.45 34.62 5.39 OFF -SITE NORTH TOTAL 4.00 4.55 8.65 1 15.19 1 36.43 70.07 1 13.39 STORMWATER RUNOFF SUMMARY 2-YR STORM (2.87") RUNOFIF (CFS) 10-YR STORM (4.26") RUNOFF (CFS) 100-YR STORM (7.38") RUNOFF (CFS) 100-YR SNOW MELT (10.90") RUNOFF (CFS) EXISTING SITE 21.86 36.83 70.24 13.56 PROPOSED SITE 161.19 36.43 70.07 13,39 PROJECT NARRATIVE THE SITE IS A 8.64 ACRE PARCEL LOCATED AT THE SOUTH WEST CORNER OF THE INTERSECTION OF HIGHWAY 101 AND 86TH STREET WEST. CURRENTLY THE SITE IS A FARM FIELD USED FOR ROW CROPS. A MAJORITY OF THE SITE DRAINS THE CULVERTS/STORM SEWER LOCATED IN THE NORTH EAST AND SOUTH EAST CORNERS OF THE SITE. A PORTION OF THE SITE ALSO DRAINS TO THE ADJACENT PROPERTY TO THE EAST. ALL DRAINAGE IS VIA SHEET FLOW AND SHALLOW CONCENTRATED FLOW. NO STORM WATER MANAGEMENT IS CURRENTLY BEING PROVIDED FOR THIS SITE. THE PROPOSED DEVELOPMENT WILL INCLUDE. THE ADDITION OF AN APPROXIMATE 55,000 SQUARE FOOT SENIOR HOUSING BUILDING AND 9 TOWNHOMIE BUILDINGS. PARKING, WALKING PATHS, AND SIDEWALKS WILL BE PROVIDED TO SERVICE THE PROPOSED BUILDINGS. STORMWATER MANAGEMENT FOR THE SITE WILL BE PROVIDED VIA 5 FILTRATION BASINS ON THE SITE, SUMP CATCH BASINS, AND GRASS SWALES. DUE TO THE CLAY ONSITE SOILS INFILTRATION IS NOT FEASIBLE. 60' 30' 0 60' 120' SCALE 1w = 60' ABBREVIATIONS BLDG Building BMP Best Management Practice BW Bottom of Wall CB Catch Basin CONIC Concrete ELEV Elevation EX Existing FFE Finished Floor Elevation HWL High Water Level INV Invert MAX Maximum MH Manhole MIN Minimum Minnesota Pollution Control MPCA Agency National Pollutant Discharge NPDES Elimination System NWL Normal Water Level PVC Polyvinyl Chloride RCP Reinforced Concrete Pipe TW Top of Wall W.O. Washout OWNER: MICHAEL HOAGBERG, MANAGING MEMBER HEADWATERS DEVELOPMENT 17550 HEMLOCK AVENUE LAKEVILLE, MN 55044 AGENCY CONTACTS CITY OF CHANHASSEN ENGINEERING DEPARTMENT 7700 MARKET BLVD. PO BOX 147 PHONE: (952) 227-1160 MINNESOTA POLLUTION CONTROL AGENCY 520 LAFAYETTE ROAD SAINT PAUL MN 55155 PHONE: (651) 296-6300 RILEY PURGATORY BLUFF CREEK WATERSHED DISTRICT 14500 MARTIN DRIVE SUITE 1500 EDEN PRAIRIE, MN 55344 PHONE: (952) S07-6512 POLLUTION PREVENTION MANAGEMENT MEASURES SOLID WASTE DISPOSED PROPERLY, COMPLY WITH 1 MPCA REQUIREMENTS. (HAZARDOUS WASTE STORED (SECONDARY CO NTAINMENT, RESTRICTED ACCESS) AND DISPOSED COMPLIANCE WITH MPCA REQUIREMENTS. N COM UIRE Q EXTERNAL WASHING OF TRUCKS AND OTHER CONSTRUCTION VEHICLES MUST BE LIMITED TO A DEFINED AREA OF THE SITE. RUNOFF MUST BE CONTAINED AND WASTE PROPERLY DISPOSED. NO ENGINE DEGREASING ALLOWED ON -SITE. CONCRETE WASHOUT ON -SITE: ALL LIQUID AND '.SOLID WASTES GENERATED BY CONCRETE WASHOUT OPERATIONS MUST BE CONTAINED IN A LEAK -PROOF CONTAINMENT FACILITY OR IMPERMEABLE LINER. A COMPACTED CLAY LINER THAT DOES NOT ALLOW LIQUIDS TO ENTER GROUND WATER IS CONSIDERED AN IMPERMEABLE LINER. THE LIQUID AND SOLID WASTES MUST NOT CONTACT THE GROUND, AND THERE MUST NOT BE RUNOFF FROM THE CONCRETE WASHOUT OPERATIONS OR AREAS. LIQUID AND SOLID WASTES MUST BE DISPOSED OF PROPERLY AND IN COMPLIANCE WITH MPCA REGULATIONS. A SIGN MUST BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY TO INFORM CONCRETE EQUIPMENT OPERATORS TO UTILIZE THE PROPER FACILITIES. THE CONCRETE WASHOUT AREA INDICATED ON THE PLANS IS SHOWN IN AN APPROXIMATE LOCATION. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION IN ACCORDANCE WITH MPCA REQUIREMENTS. NOTE: THE STORM WATER POLLUTION PREVENTION PLAN FOR THIS PROJECT INCLUDES THE CIVIL ENGINEERING PLANS AND THE PROJECT MANUAL. CONTRACTOR TO SUPPLY CONSTRUCTION PHASING NARRATIVE, ESTIMATED PRELIMINARY QUANTITIES OF ALL EROSION PREVENTION AND SEDIMENT CONTROL BMP'S ANTICIPATED AT THE START OF THE PROJECT AND FOR THE LIFE OF THE PROJECT, AND LOCATION OF AREAS WHERE CONSTRUCTION WILL BE PHASED TO MINIMIZE DURATION OF EXPOSED SOIL AREAS. CONTRACTOR IS TO REVIEW MINNESOTA POLLUTION CONTROL AGENCY'S INSTRUCTIONS FOR THE APPLICATION FOR MINNESOTA'S NPDES/SDS GENERAL STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY PRIOR TO SUBMITTING APPLICATION. INSPECTIONS EXPOSED SOIL AREAS: ONCE EVERY 7 DAYS AND WITHIN 24 HOURS FOLLOWING A 1/2 !INCH OVER 24 HOURS RAIN EVENT. STABILIZED AREAS: ONCE EVERY 30 DAYS. FROZEN GROUND: AS SOON AS RUNOFF OCCURS OR PRIOR TO RESUMING CONSTRUCTION. RECORDS: A COPY OF THE GRADING, DRAINAGE EROSION CONTROL PLAN AND WATERSHED DATA & SWPPP PLANS AS WELL AS THE INSPECTIONS/MAINTENANCE LOGS ARE TO BE KEPT EITHER IN THE FIELD OFFICE, INSPECTOR'S VEHICLE OR CONTRACTOR'S VEHICLE. NOTE: THE CONTRACTOR MUST COMPLETE, SIGN, OBTAIN OWNERS SIGNATURE, PAY FEE, AND SEND IN THE NPDES PERMIT APPLICATION. OTHER NOTES: 1. LONG TERM MAINTENANCE OF THE SITE WILL BE PERFORMED BY THE OWNER. INCLUDED MAINTENANCE FOR STORMWATER DEVISES SHALL BE: 1.1. INSPECT SUMP CATCH BASINS ON A BIANNUAL BASIS, ONCE IN THE SPRING AND ONCE IN THE FALL 1.2. CLEAN SUMP CATCH BASINS OF SEDIMENT AND DEBRIS ANNUALLY OR WHEN SEDIMENTS FILL 3 OF THE STORAGE VOLUME. 1.3. INSPECT FILTRATION BASINS ON A BIANNUAL BASIS, ONCE IN THE SPRING AND ONCE IN THE FALL. 1.4. ENSURE FILTRATION BASINS ARE FUNCTIONING AS DESIGNED. 2. THIS SWPPP DOCUMENT HAS BEEN PREPARED BY BKBM ENGINEERS. A COPY OF THEIR EROSION N AND SEDIMENT CONTROL PROGRAM CERTIFICATION IS AVAILABLE UPON REQUEST. 3. THIS SWPPP DOCUMENT MUST BE AMENDED AS NECESSARY DURING CONSTRUCTION IN ORDER TO KEEP IT CURRENT WITH THE POLLUTANT CONTROL MEASURES UTILIZED AS THE SITE. THE SITE MAP SHOWING LOCATIONS OF ALL STORM WATER CONTROLS MUST BE POSTED ON THE SITE AND UPDATED TO REFLECT THE PROGRESS OF CONSTRUCTION. CONSTRUCTION ACTIVITY EROSION PREVENTION PRACTICES PROVIDE TEMPORARY PROTECTION OR PERMANENT CO VER FOR EXPOSED SOIL AREAS WITH A CONTINUOUS POSITIVE SLOPE WITHIN 200 FEET OF A SURFACE WATER, CURB AND GUTTER, CATCH BASIN, OR ANY STORM WATER CONVEYANCE SYSTEM CONNECTED TO ANY OF THE ABOVE WITHIN THE FOLLOWING TIME FRAME: THE TIME AN AREA CAN REMAIN OPEN WHEN NOT ACTIVELY BEING WORKED ON: SLOPES STEEPER THAN 3:1 - 7 DAYS SLOPES 10:1 TO 3:1 - 14 DAYS SLOPES FLATTER THAN 10:1 - 14 DAYS DITCHES THAT CONNECT TO A SURFACE WATER MUST BE STABILIZED WITHIN 200-FEET FROM THE EDGE OF PROPERTY OR WITHIN 200-FEET TO ANY SURFACE WATER WITHIN 24-HOURS. PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24-HOURS AFTER CONNECTION TO A SURFACE WATER. SEDIMENT CONTROL MEASURES MUST BE INSTALLED ON ALL DOWN GRADIENT PERIMETERS BEFORE ANY UPGRADIENT LAND DISTURBING ACTIVITIES BEGIN. SEDIMENT AND EROSION CONTROL MAINTENANCE PERIMETER SEDIMENT CONTROL PRACTICES: WHEN SEDIMENT REACHES 113 THE HEIGHT OF THE BMP, THE SEDIMENT MUST BE REMOVED WITHIN 24 HOURS. IF PERIMETER SEDIMENT CONTROL HAS BEEN DAMAGED OR IS NOT FUNCTIONING PROPERLY, IT MUST BE REPAIRED AND/OR REPLACED WITHIN 24 HOURS. PERIMETER BMP MEASURES MAY INCLUDE SILT FENCING. CONSTRUCTION SITE VEHICLE EXIT LOCATIONS: ALL TRACKED SEDIMENT ONTO PAVED SURFACES MUST BE REMOVED WITHIN 24 HOURS OF DISCOVERY OR MORE FREQUENTLY IF REQUIRED BY CITY OR WATERSHED. CONSTRUCTION SITE DEWATERING: SITE WATER DISCHARGE DUE TO CONSTRUCTION DEWATERING OPERATIONS SHALL BE MONITORED FOR SEDIMENTATION AND TREATED PRIOR TO DISCHARGE TO PUBLIC STORM SEWERS. TREATMENT OF DEWATERING DISCHARGE MAY BE ACCOMPLISHED BY TEMPORARY SEDIMENTATION BASINS OR OTHER APPROPRIATE BMPS. FINAL STABILIZATION STABILIZATION BY UNIFORM PERENNIAL VEGETATIVE COVER (70% DENSITY) DRAINAGE DITCHES STABILIZED. ALL TEMPORARY SYNTHETIC AND STRUCTURAL BMP`S REMOVED. CLEAN OUT SEDIMENT FROM CONVEYANCES AND SEDIMENTATION BASINS (RETURN TO DESIGN CAPACITY). GRADING & SOILS BASED ON SOIL BORING PROVIDED BY BRAUN INTERTEC: THE FOLLOWING SOILS ARE ANTICIPATED TO BE ONSITE AT THE DEPTH SPECIFIED BELOW GRADE: TRACE-18 INCHES - TOPSOIL 0-7 FEET - ORGANIC CLAY (ORGANIC DEPOSITS) 0-4 FEET - SANDY LEAN CLAY (FILL) X>7 FEET - SANDY LEAN CLAY & CLAYED SAND (GLACIAL DEPOSITS) REFER TO THE GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION. V W lz W Ln r` Ih O 1n w Q w a O v OY w Z Z NC Z_ N aU z V) 0-4 T ^ o Z o'0 mG O �'0 w04 OZ01 O.01 Q ,3oI�01+11 n 0 0 w 0Ln 01 Ln 20, 04 V(n m 11 11 io 'lllllll Lo Lo 3 O t D O U I N .v O mZv E o= Z Oi d 2 ' m (O 8 � M C p) I Ud w W w I O N Z6 ) 2 x - z O 0 f` (r) RY x 2 n - c� C9 m •�- ro w W 5 IOO Z d ILL o•S<v U D a F 5 oz�� u�Q0 7 QZ��10 ��LL= 10 gf 0 LL ��NoO O 1-Qbwg H I�1 U K W Q -_ Z:) w K w0� w Z OQ� Z T - w Z m LLZ Z LiQ w0 0 T: di :E -w0 0 Q aaaaaa W 01 CD V I ;t Z or cV W Lc� o LL W OC til LLI o J T C: Z Q V / 0 0 L.L-I I CD Z7 O SZ M z L0 z L.I J O J 2 W Z < a V PROJECT NO: 15139 DRAWN BY: KAB/SJH CHECKED BY: KW STORM WATER POLLUTION PREVENTION PLAN C500 IU z Luminaire Schedule Symbol Qty Label Arrangement LLF Description 12 A SINGLE 0.850 BNSH4 150PMH-ED17C 30 B SINGLE 0S50 BNSB-100PMH-ED17 �I [} 12 C SINGLE 0,720 DB625-25570MH _ o- 7 D SINGLE 0.900 LNC-7LU4K-3 F Calculation Summary Label CalcType Units Avg Max Min rAvg/Min Max/Min Site Lighting - Illuminance Fc 0.94 62.0 0,0 N.A. NA b.o b, b, ctH U w F x U 0 W z CODCID Q w a o m Q o Q � w O w O w� o w z w� Q Z N oV Y z_ U mz Co 04 z.'oo�� mw OF- F-- 'o wC)Z� Q '� GV 6 Cti co 0 o w O 01 Ln oDO=X coma aaaaaa a O Lj D u7 ry 0 Z w 0 00 0 7- (y) Ln Ln C V I v E M _lzt� An N O a L7 • SITE LIGHTING PROJECT NO: 14-040 DRAWN BY: CHECKED BY: ri w v i c m SL1 .\\\\ }±>Sz \}\\/ So®«> z \ ,\ \\\\\ \\ \ 'U z TWINHOME DESIGN OPTION #1 TWINHOME DESIGN OPTION #2 TWINHOME DESIGN OPTION LOCATIONS Cf`Y OFCHANHA65Ef r,"COVED UtL 2 � 7014 CHAPIHASSEN PLO NIN9! )F,l I. o Lo Q Lo o Q � w w o a Z� LU o w z z w� z N w? Z .O 'o ~ 2 w O � O 'o�� av 0 LU04 O. a� O.� 04 04 N O v 0, 0, 0 0 04 �cnma� w Z H Q a Z w 0 OO Q 10 = Z a U O n �w 0 �O�Z� T u V 0 w O woM<o z u V Z WLL0-g wQ ww°Qw � Q m N V aQaaaq 0 w� �"Q rve 0 Z w cn z O 0� zPr ao� wZM O w [Ij< rvO c~rn w Z _Z 0 Z w Q � Q O = Z W2 =v • TWINHOME VILLA DESIGN OPTIONS PROJECT NO: 14-040 DRAWN BY: M.Z. CHECKED BY: E.R. A2*4 TWINHOME DESIGN OPTION #3 TWINHOME DESIGN OPTION #4 PRECAST CONCRETE CAP METAL CAP FLASHING 6" 6° OVER RUBBERIZED ASPHALTIC FLASHING = STRIP ATOP CMU WALL BOND BEAM '`- W/2-05 CONT I'. LP SIDING TRIM IL LP SIDING BOARD PANELS, BOTH SIDES, OVER b" CMU WALL CENTER MONUMENT SIGNAGE —t BLACK METAL LETTING 6" CMU WAS G 32" OC VERT PRECAST CONCRETE CAP GRADE BOND BEAM W/2-#5 CONT 12" ROCK FACE CMU BASE (COLOR: PARCHMENT) 12" CMU WAS 12 32" OC VERT #5 'd 32" OC DOWELS O W/ STANDARD HOOK 4'-0"xI'-0" CONT FOOTING WAS '2 12"OC BOTTOM BARS u EW FOR SMALLER MONUM. SIGN. CENTER CMU PIERS ON FOOTING a 51-011XI'-0" CONT FOOTING - WAS a 12" OC BOTTOM BARS EW FOR LAR3ER MONUM. SIGN. CENTER CMU PIERS ON r-A FrAnTING . 0 A MONUMENT SIGN SECTIONS SCALE: 3/4" = 1'-0" 2x12 TREATED WOOD JOISTS W/ TAPERED 2'-6" 4ENDS Ir 0 CURVED STEEL TUBES I'-2" I'-2"/PRECAST CONC. GAP 0 ALUMINUM TRELLIS A FOLLOWS 10 CURVE r CEMENT BOARD SHEATHING a 0 CEMENT Q, BOARD TRIM F ECAST to CONC. CAP v ALUMINUM iSLAB v 'ilk GUARDRAIL Ekl "si SEE LANDSCAPE PLAN +FOR PLANTING xINFORMATION 16 5' b" POURED CONC. ON GRADE M;ALM; irz•• I'-V" r =s METAL CAP FLASHING OVER RUBBERIZED s ASPHALTIC zn = 10" 10° FLASHING STRIP ATOP CMU WALL _ LP SIDING TRIM LP SIDING BOARD PANELS, BOTH SIDES 16" x 16" PIER `* ?' W/4- 04 VERT m LP SIDING TRIM ENLARGED MONUMENT SIGN FLAN SC, ALE 1/2" V-0" 9kLyi Lx I =A I M." UxnJV ruMmims BEHIND FINISHED SIDING BETWEEN CMU AND FINISHED SIDING, TYP. 25'-2" ANGLED 24"X24" PIER A� 2 BRACKETS TO MATCH W/4-#6 VERT STYLE ON MAIN BUILDING "v m O = MONUMENT SIGNAGE m 22 SQUARE FEET V #5 a 32" OC DOWELS WHOOTK�ARD MISSION HILLS SENIOR LIVING 0 • O 2'-b" 3 li e � L- MONUMENT SIGN ELEVATIONS SCALE: 1/2" = 1'-0" 3" x " x T" W/ (2) }" DIA THRU BOLTS 2A2 TREATED WOOD JOISTS W/ TAPERED ENDS 4'-0" CURVED STEEL TUBES 6"xJ"xV-2"PL W/ (2) -1/2" DIA THREADED RODS EMBED 3" W/ ADHESIVE PRECAST CONC. CAP METAL CAP FLASHING OVER RUBBERIZED ASPHALTIC FLASHING STRIP ATOP CMU WALL 2x TREATED WOOD BLOCKING 8" CMU W/8- #5 VERTICAL W/03 TIES 2 8" O.C., LAP 45" CEMENT BOARD SHEATHING CEMENT BOARD TRIM PRECAST CONC. CAP 4" SMOOTH CMU COURSE, STAGE Ib"x24" JUMBO SPLIT FACE CMU, STAGGED N 8" CMU W/8- #5 VERTICAL W/03 TIES a 8" O.C. GROUT PIER SOLID PROVIDE #5 HOOKED DOWELS AT VERTICALS, LAP 45" 6'-0" X CONT. FOOTNG, IS" THICK W/ 05 a 8" O.C. EW BOTTOM I MEMORY CAIRE FATIO FENCE AND COLUMN ELEVATIONS SCALE: 1/2" = P-0" MONUMENT ARCHITECTUR ELEMENTS MATERIAL TO ZUILDING SID QUALITY AND PRECAST C CAP BELOW �- CMU FOUNDA AND POUIREE CONCI;mTE FOOTING BEL EATED WOOD W/ TAPERED STL. TUBES. RUCTURAL. ST CAP E CONNECTIONS gISHED 4'XS' JM LATTICE ;EMENT > SHEATHING :EMENT TRIM ST CAP SPLIT FACE 7URSE OTH FACE )URSE UM POST UM RAIL L PRECAST CONG. CAP LATTICE CONNECTIONS PRE -FINISHED ALUMINUM LATTICE PANEL FIBER CEMENT BOARD SHEATHING FIBER CEMENT BOARD TRIM PRECAST CONC. GAP I6"44" SPLIT FACE CMU COURSE 4" SMOOTH FACE CMU COURSE ALUMINUM POST ALUMINUM GUARDRAIL 9 aa<1 V Z 1� O z V) W LLJ ~ Q W F— Z _ ~z 0 L Z Z Z Lu O Q U) r Q (v) 0 z =v • MONUMENT SIGN DETAILS • PATIO GARDEN FENCE DETAILS PROJECT NO: 14-040 DRAWN BY: M.Z. CHECKED BY: E.R. Al *2 TRUNK HIGHWAY NO. 312 MISSICN HILLS SENiCR LIVING SITE FLAN SCALE, I" - 4Z'-0" NORTH PLANTING SFECIFICATICNS- 1, PLANTING BED PREPARATiCN� ALL MASS PLANTING BEDS SHALL BE TILLED TO A MINIMUM DEPTH OF IO", AMENDMENTS SHALL BE APPLIED AFTER CULTIVATION, 2, BACKFILL SCIL� USE SOIL EXCAVATED FROM PLANTING HOLES AND PRCVIDE AMENDMENTS, REMOVE ALL DEBRIS INCLUDING ROCKS LARGER THAN 3" DIAMETER. 3, FERTILIZATION; ALL PLANT MATERIALS SHALL BE FERTILIZED UPON INSTALLATION WITH DRIED BONE MEAL OR CTHER SPECIFIED FERTILIZER MIXED IN WITH THE PLANTING SOIL PER THE MANUFACTURER'S INSTRUCTICNIS, UNLESS NCTED OTHERWISE, 4, MULCH MATERIAL: ALL PLANTING BEDS TO RECEIVE 3" DEEP SHREDDED HARDWCCD MULCH WITH NC FIBER MAT WEED BARRIER. ALL EVERGREEN AND DECIDUOUS TREES TO RECEIVE 4" DEEP SHREDDED HARDWCOD MULCH WITH NO MULCH IN DIRECT CONTACT WITH TREE TRUNK, 5, TREE STAKING: IT SHALL BE THE CCNTRACTCR'S RESPCrISiBILITY TO STAKE AND/CR GUY THE TREES ACCORDING TC THE DETAILS, IT IS THE CCNTRACTCR'S RE6PCNSI5ILiTY TO TAKE EVERY STEP NECESSARY TC MAINTAIN THE TREES AND SHRUBS IN AN UPRIGHT AND PLUMB CCNDITICNI AT ALL TIMES UNTIL THE END CF THE PLANT GUARANTEE PERIOD ESPECIALLY WHERE VANDALISM, SCIL OR WIND CCNDITiCNS ARE A PRC'BLEM, 6, TREE WRAPPINGr WRAPPING MATERIAL SHALL BE QUALITY, HEAVY WATERPRCCF CREPE PAPER MANUFACTURED FOR THIS PURPOSE, WRAP ALL DECIDUOUS TREES PLANTED N THE FALL PRICK TO 12-1 AND REMOVE ALL WRAPPING AFTER 5-1, 7, RODENT PRCTECTiCW PROVIDE ON ALL TREES, EXCEPT SPRUCE UNLESS OTHERWISE SPECIFIED, S. PLANTING PLAN ALL PROPOSED PLANTS SHALL BE LOCATED CAREFULLY AS SHCWN ON THE PLANS, PLAN TAKES PRECEDENCE OVER PLANT SCHEDULE IF DISCREPANCIES IN QUANTITIES EXIST, SPECIFICATIONS TAKE PRECEDENCE OVER NOTES, RESPECT STATED DIMENSIONS, DO NCT SCALE DRAWINGS, S. ALL PLANT MATERIAL SHALL BE THCRCUGHLY WATERED TWICE DURING THE FIRST 24-HCUR PERIOD AFTER INSTALLATION, ALL PLANTING SHALL BE THEN WATERED WEEKLY, OR MORE IF NECESSARY, DURING THE FIRST GRC-WING SEASON. PLANTING NCTES n 1, NC PLANTING TO BE INSTALLED UNTIL GRADING AND CCNSTRUCTiCN HAS BEEN COMPLETED IN THE IMMEDIATE AREA, 2, ALL PLANT MATERIAL LCCATICNS MUST BE REVIEWED AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ANY AND ALL DIGGING, 3, IF THE LANDSCAPE CONTRACTOR PERCEIVES ANY DEFICIENCIES IN THE PLANT SELECTICNS, SOIL CONDITIONS, OR ANY OTHER SITE CCNDITICN WHICH MIGHT NEGATIVELY AFFECT PLANT MATERIAL ESTABLISHMENT, SURVIVAL, CR GUARANTEE, THEY SHALL BRING THESE DEFICIENCIES TO THE ATTENTION 0- THE LANDSCAPE ARCHITECT PRIOR TO INSTALL, 4, ADJUSTMENTS IN LCCATICN CF PROPOSED PLANT MATERIALS MAY BE NEEDED IN FIELD, SHOULD AN ADJUSTMENT BE ADVISED, THE LANDSCAPE ARCHITECT MUST BE NCTIFIED, 5. ALL PLANTS TO BE INSTALLED AS PER PLANTING DETAILS, 6, ONE SHRUB PER TYPE AND SIZE IN EACH PLANTING BED AND EVERY TREE SHALL BE CLEARLY IDENTIFIED (COMMON OR LATIN NOMENCLATURE) WITH A PLASTIC TAG WHICH SHALL NOT BE REMOVED PRIOR TO OWNER ACCEPTANCE, 7, WHERE SOD/SEED ABUTS PAVED SURFACES, FINISHED GRADE OF SCD/ SEED SHALL BE HELD 1" BELOW SURFACE ELEVATIOTJ OF TRAIL, SLAB, CURB, ETC, S, SCD SHALL BE LAID PARALLEL TO THE CCNTCURS AND SHALL HAVE STAGGERED JCiN1TS, ON SLCPES STEEPER THAN 3: 1 CR IN DRAINAGE SWALES, THE SCD SHALL BE STAKED TO THE GROUND 9, SEED ALL AREAS DISTURBED DUE TO GRADING OTHER THAN THOSE AREAS NOTED TC RECEIVE SOD. I C, REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO CCST TO THE BIER, LANDSCAFE PLAN CSENEizAL NCTES = i , LANDSCAPE CONTRACTOR TO VERIFY ALL UTILITY LCCATICNS CN PROPERTY WITH THE GENERAL CONTRACTOR AND BY CALLING GOPHER STATE CNE (651) 454-00O2 PRIOR TO STAKING PLANT LCCATICNS, 2, CCCRDiNATE THE PHASES OF CCNSTRUCTiCN AND PLANTING INSTALLATIONS WITH OTHER CCNTRACTCRS WORKING CN SITE, 3, WHERE EXISTING TREES AND/CR SIGNIFICANT SHRUB MASSINGS ARE FOUND ON SITE, WHETHER SHOWN ON THE DRAWING CR NOT, THEY SHALL BE PRCTECTED AND SAVED UNLESS NOTED TO BE REMOVED AND/CR ARE IN AN AREA TC BE GRADED, ANY QUESTION REGARDING WHETHER PLANT MATERIAL SHOULD REMAIN CR NOT SHALL BE BRCUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRICK TO REMOVAL, 4, ALL EXISTING TREES TC REMAIN TC BE FERTILIZED AND PRUNED TO REMOVE DEAD WCCD AND DAMAGED OR RUBBING BRANCHES, 5, BB TREES AND SHRUBS ARE BALLED AND BURLAPED, 6, NO PLANT MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS APPROVAL IS REQUESTED OF THE LANDSCAPE ARCHITECT BY THE LANDSCAPE CONTRACTOR PRIOR TO THE SUBMISSION CF A BID AND/CR QUCTATICN, 7, ALL PLANT MATERIAL SHALL CCMPLY WITH THE LATEST EDiTICK CF THE AMERICAN STANDARD FCR NURSERY STCCCK, AMERICAN ASSOCIATION OF NURSERYMEN. 8, CONTRACTOR IS RESPONSIBLE FOR CN-GOING MAINTENANCE OF ALL NEWLY INSTALLED MATERIALS UNTIL TiME CF OWNER ACCEPTANCE, ANY ACTS OF VANDALISM OR DAMAGE WHICH MAY OCCUR PRICR TO OWNER ACCEPTANCE SHALL BE THE RESPCN5151LITY CF THE CCNTRACTCR, 9, CCNTRACTCR SHALL PICVIDE A WRITTEN REQUEST FCR THE CU,NER ACCEPTANCE iNSPECTICN, 10. WARRANTY FCR LANDSCAPE MATERIALS SHALL BEGIN ON THE DATE OF ACCEPTANCE BY THE LANDSCAPE ARCHITECT AFTER THE CCMPLETICN OF PLANTING CF ALL LANDSCAPE MATERIALS, NC PARTIAL ACCEPTANCE WILL BE CONSIDERED 11, C/CtJTRACTCR SHALL GUARANTEE NEW PLANT MATERIAL THRCUGH TWO CALENDAR YEARS FRCM THE DATE OF CWNER ACCEPTANCE WITH ALL REPLACEMENTS TO BE PRCVIDED AT NO ADDITIONAL COST TO THE OWNER. LANDSCAPER TO POST BOND. 12, PRCVIDE PARK GRADE TREES, 13. ALL AREAS WITHIN PRCJECT LIMITS SHALL BE LANDSCAPED WHETHER OR NCT NOTED CN LANDSCAPE PLAN, 14, A LANDSCAPING INSPECTION FEE SHALL BE PAID TO THE CITY AT THE TIME A BUILDING OR OTHER PERMIT IS ISSUED FOR W°"RK TO BE DONE CN THE SAME PRCPERTY AS THE LANDSCAPING WCRiK, AND AS A CCNDITICN TO THE ISSUANCE CF THE PERMIT, 15, THE CONTRACTCR SHALL CONTACT ALL PUBLIC UTILITIES FOR LCCATICNIS OF ALL UNDERGROUND WIRES, CABLES, CCNDUiTS, PIPES, MANHOLES, VALVES, OR CT14ER BURIED STRUCTURES BEFORE DIGGING, HE SHALL REPAIR CR REPLACE THE ABOVE WHEN DAMAGED, iRRiGATICN NCTES m 1, LANDSCAPE CCNTRACTCR SHALL BE RESPCNSIBLE FOR PROVIDING A SHOP DRAWING ILLUSTRATING AN IRRIGATION PLAN AND SPECiFICATCI AS PART OF THE SCCPE OF WORK WHEN BIDDING, THESE SHALL BE REVIEWED BY THE OWNER PRIOR TC ORDERING, 2, VERIFY EXISTING/PRCPCSED IRIIGATICN SYSTEM LCCATICN, 3, UNLESS OTHERWISE NOTED, ALL SOD AND PLANTING AREAS INDICATED CN PLAN SHALL BE 100%%% IRRIGATED, THE iRRIGATICN SHALL INCLUDE THE PUBLIC RIGHT-CF-WAY BETWEEN PROPERTY LINE AND BACK OF CURB WHERE NEW LANDSCAPE IMPROVEMENTS ARE PRCPCSED, 4, IT SHALL BE THE LANDSCAPE CCNITRACTCR'S RESPONSIBILITY TC INSURE THAT ALL SCD AND PRCPCSED LANDSCAPE PLANTINGS ARE IRRIGATED PROPERLY, INCLUDING THCSE AREAS DIRECTLY AROUND AND ABUTTING BUILDING FCUNDATICN, 5, THE LANDSCAPE CCNTRACTCR SHALL PROVIDE THE CUNER WITH A WATERING/LAWN IRRIGATION SCHEDULE APPRCPRiATE TC THE PROJECT SITE CCNDITiCNS AND TO PLANT MATERIAL GRCWTH REQUIREMENTS, PLAN ib QUANTITY SYMBOL FfG -GCDE PLANT SCHEDULE DECIDUOUS TREES SYM, 0Y, SITE RCCT MATURE SIZE CCMIMCN NAME LATIN NAME REMARKS O26 2,5" CAL, BBB W'H x 25'W Autumn Spire Maple Acer Rubrum 'Autumn Spire' STRAIGHT LEADER r I0 25" CAL, BBB 40' H x WW Common Hackberrg Celtis Cocidentalie STRAIGHT LEADER 52 2,5" CAL, BBB 45' H x 35' W River Birch Betula Lenta STRAIGHT LEADER ® It 25" CAL, BBB 5V H x 4V W Swamp White Cak j Quercus Bleolor STRAIGHT LEADER CONIFEROUS TREES CODE SYM, CTY, SIZE RCCT MATURE SIZE C^MMCN NAME LATIN NAME REMARKS BHS Q 38 6' HT. BBB 35' H x 2C W 51ad: Hills Spruce Picea Glauca Densata STRAIGHT LEADER PP 18 6' HT, BBB 75' H x 25' W Ponderosa Pine Pima Ponderosa STRAIGHT LEADER ORNAMENTAL TREES GCDE SYK QTY, SIZE RCCT MATURE SIZE CCMMCN NAME LATIN NAME REMARKS AB 0 12 1.5" CAL, BBB 35' H x 20' W Autumn Briiiance Ameianchier Grandiflora STRAIGHT LEADER FFC O 16 1,5" CAL, BBB 20' H x 2V W Prairlenre Flowing Gab Males 'Prairlefire' STRAIGHT LEADER DECIDUOUS SHRUBS CODE SYK QTY, SIZE RCCT SIZE C4MMCN NAME LATIN NAME REMARKS WC 44 24" HT PCT 5114 x 5' W Glossy Black ChokeberN Aroma Meianoca a HS 0 26 24" HT PCT V H x 4' W Hummingbird Summereweet CletFra Ainirolla 'Hummingbird GD Q 158 36" HT PCT 6' H x V W Graq Dogwood Comes Racemosa CBB @ IS 36" HT PCT 5' H x 5' W Cmpact Burning Bush Euorgmus Alatus 'Compactus' R5W IS 38 IS" AT PCT 2,5' H x 4' W Red Spite Winterberry Ilex Verticillata Nana' GS ® 76 18" HT PCT 25H x *W Goldflame SpIrea Splraea X Bumbaida 'Goldflame' - PPL O 6 IS" HT PCT 3' H x VW Prairie Petite Lilac Syringa Vulgarle 'Prairie Petite' - AC ® 78 18" HT PCT 6' H x 5' W Alpine Currant Ribes Alpirum EVERGREEN SHRUBS CCDE SYK QTY, SIZE RCCT SIZE CCMMCN NAME LATIN NAME REMARKS TA # IW 24" HT PCT T H x 4' W TedN Arborvitae T6uJa Cccidentails 'Tec*n ' - 55J Q 102 24" HT PCT 25 H x 4' W Blues Star JzIper Juniperue Squamata 'Blue Star' - HJ 0 t 24" HT PCT I' H x 4' W Hughes Juniper Juniperus Florizontalle 'Hkighes' - JSY ® 7Z 24" HT PCT 1 2' H x V W Japanese Spreading Yew 1 Taxes Cuspidate PERENNIALS CODE SYM, QTY, SIZE RCCT SITE CCMWN NAME LATIN NAME REMARKS KF 37O I GAL PCT 2' H x 2' W Feather Reed Grass Calamagrostle X AcutRFlora 'Karl Foerster' YD 154 I GAL PCT T H x I' W Yellow 1)4y111y Hemerocallls GROUND COVER SYMBOL DESCRIPTION REMARKS W y _ RAINGARDEN SEE NCTE 03 NC-MOIU PRAIRIE GIR 6 SEE NOTE #4 SOD AREA SEE NCTE 01 BUFF LANDSCAPE RCCK MVRETE SIDEWALKS SEE NCTE #2 BITUMOCUS WALKWAYS C,-NCIRETE PATICS REMARKS l , ALL SCDDED AREAS TC BE IRRIGATED (IRRIGATICN PLAN SHALL BE SUBMITTED TO CWNER AND ARCHITECT FOR REVIEW) 2, BUFF 3" RCCK MULCH CVER LANDSCAPE FABRIC (16" MIN, WIDTH ARCUND BUILDING), PRCViDE BLACK PLASTIC EDGING BETWEEN RCCK B SOD (TYP,) RCCK MULCH SPEC. "RIVER ROCK" 3, SEE 'RAIN GARDEN PLANTING PRCFiLE' CHART BELOW FOR THE RAIN GARDEN SEED AND PLANT MIX, 4, SEE '64CRT GRASS PRAIRIE SEED MIX' CHART BELCW FOR THE INC-MCW)' PRAIRIE GRASSES SEED MIX, QUANTITY PLAN Q)- SYMBOL GCDE SEED MIXTURES RAIN GARDEN PLANTING PROFILE A, I RAIN GARDEN EDGES AND SLCPES # 1 2 3 NAME SCIENTIFIC NAME ASCLEPIAS TUBERCSA DALEA PURPUREUM CALAMCGRCSTi5 'KARL FCERSTER' BUTTERFLY FLCUJER PURPLE PRAIRIE CLCVER FEATHER REED GRASS 4 PURPLE CCNEFLCUIER ECHiNACEA PURPUREA 5 BLACK-EYED SUSAN RUDBECKIA FULGIDA 'GCLDSTRUM' 6 CBEDIENT PLANT PHYSCSTEGIA VIRGINIANUM B, RAIN GARDEN BCTTCMS # INAME SCIENTIFIC NAME I JCE-PYE WEE EUPATCRIUM MACULATUM 2 CARDINAL FLCUIER LCBELIA CARDINALIS 3 PINK TURTLEHEAD CHELCNE SPP, 4 ViRSINIA BLUEBELLS MERTENSIA VIRGINIANA 5 SWITCHGRASB ' HEAVY METAL' PANICUM VIRGATUM 'HEAVY METAL' C, I NCTES NCNE. NO -MOW PRAIRIE GRASSES SEED PROFILE A, FCRBS (25%) # 1 2 3 4 5 6 7 8 S 10 11 INAME PERCENT 2,5096 1,00% 3.009. 6>50% 2.509s 2,50% I,0090 1,25% 2,5056 1,2591. 1,00% BUTTERFLY WEED SKY BLUE ASTER WHITE UIILD INDIGO PALE PURPLE CCNEFLCUIER RATTLESNAKE MASTER WILD QUININE FCXGLCVE BEARDTCNGUE WHITE PRAIRIE CLCVER PURPLE PRAIRIE CLCVER BLACK-EYED SUSAN HCARY VERVAIN B. GRASSES (759.) # NAME PERCENT I LITTLE BLUESTEM 31,25% 2 SIDECoATS DRAMA 30,009- 3 PRAIRIE BRCME 6,75910 C, NOTES 1, FINAL MIX MAY VARY DEPENDING ON SEED AVAILABILITY, FINAL MIX, INCLUDING COVER CICP AND INERT SEED CARRIER IS TO BE DETERMINED BY A PRAIRIE SEED SPECIALIST AND APPRCVED BY THE ENGINEER. Iz ctva U W F� U C4 NAM W z W W a r` � M O 'n w 0 w a 0 v w� O w v No Z N v � w? N Co M w Z'o'o~ mu O 00,0,= _ 'o 0,v Cv 5� � CJ V w0o•0, o O ? 0 = X O G14cnma� w moo z cl �< Q Q z W Q Q M a Q n O 2 V g< < o �0ww� Q T J w 0 :� LL CDiY O '-'.' Q O z `n O] W K - lyf Q c- 0� v .. 0 D Z0 L) a Cn W O u • LANDSCAPE PLAN • INSTALLATION DETAILS • PLANT SCHEDULE PROJECT NO: 14-040 DRAWN BY: M.Z. CHECKED BY: E.R. Al *3 SHRUB 15" MIN. '!llll-lll = Illii r 111111—_ NOTES THE HCLE FCR PLANTING MUST BE AT LEAST CNE AND A HALF TIMES THE WIDTH CF THE RCCT BALL ALL SHRUBS TC BE PLANTED WITH THE RCCT CCLLAR LEVEL CR SLIGHTLY A$CVE GRADE. CCNIE-ERCUS TREE NCTES� THE HCLE FCR PLANTING MUST BE AT LEAST CNE AND A HALF TIMES THE WIDTH Cr THE RCCT BALL ALL TREES TC BE PLANTED WITH THE RCCT CCLLAR LEVEL CR SLIGHTLY ABCVE GRADE. NCTES: THE HCLE FCR PLANTING MUST BE AT LEAST CNE AND A HALF TIMES THE WIDTH CF THE RCCT BALL ALL TREES TC BE PLANTED WITH THE RCCT CCLLAR LEVEL CR SLIGHTLY ABCVE GRADE. SHRUBS TC SIT CN SUBGRADE MULCH - 3" DEEP SHREDDED BARK (UNLESS NCTED CTHERWISE) FABRIC LANDSCAPE BR - SEE SPEC, PLANTING SCIL - SEE SPEC, REFER TC PLAN FCR GROUND CCVER SUBGRADE CENTERING CF SHRUB IN BED TC TAKE PRECEDENCE CVER DIMENSICN FRCM EDGE, NCTES� HAND LCCSEN RCCTS CF CCNTAINERIZED MATERIAL (TYP,) SCARIFY BCTTCM AND SIDES CF HCLE PRICK TC PLANTING PLACE RCCT CCLLAR AT CR JUST ABCVE FINISHED GRADE DCUBLE STRAND 14 GA, WIRE - 3' r7e 120` INTERVALS (TYP-) 16"PCLYPRCPYLENE CR POLYETHYLENE (40 MIL, 1-1/2" WIDE STRAP TYP.) W-C" STEEL STAKE FLAGGING - CNE PER WIRE RCCTBALL TC SIT CN SUBGRADE MULCH - 4" DEEP SHREDDED BARK UNLESS NCTED CTHERWISE) PLANTING SCIL - SEE SPEC, TCPSCIL SUBGRADE 2" X 2" X 24" WCCD STAKE SET AT ANGLE SCD NCTES TWC ALTERNATE METHODS CF TREE STAKING ARE ILLUSTRATED, IT IS THE CCNTRACTCR'S CPTICN TC STAKE TREES- HCWEVER, THE CCNTRAC'TCR IS RESPCNS15LE FAR MAINTAINING TREES IN A PLUMB PCSITICN THRCUGHCUT THE GUARANTEE PERICD, SCARIFY BCTTCM AND SIDES CF HCLE PRIOR TC PLANTING, PLACE RCCT CCLLAR AT CR JUST ABCVE FINISHED GRADE �IDUCU5 TREE -E STRAND 14 GAe WIRE '0` INTERVALS (TYP,) 9LYPRCPYLENE CR ETHYLENE (40 MIL, 1-1/2" STRAP TYP. ) URAP TC FIRST BRANCH ING - CNE PER WIRE SALL TC SIT CN SUBGRADE - 4" DEEP SHREDDED BARK 6 NCTED CTHERWISE) ING SCIL - SEE SPEC, 'IL !ADE 'X 24" WCCD STAKE SET aLE -TERNATE METHCDS CF STAKING ARE ILLUSTRATED -IE CCNTRACTCR'S CPTICN aKE TREES: HOWEVER, THE :ACTOR IS RESPCNSIBLE FCR MAINTAINING TREES IN A PLUMB PCSITICN THRCUGHCUT THE GUARANTEE PERICD, SCARIFY BCTTCM AND SIDES CF HCLE PRIOR TC PLANTING PLACE RCCT CCLLAR AT CR JUST ABCVE FINISHED GRADE w W w W W w w W W W W w W w w w W W W W W W W W w h y W W W W w w W W w w w W W W W w w w w w W w w W w w w W W W W W V w W W W w W W W W w W W W W w W W W W w W W W w W W w W W v w W W W +V y� _w _w_W wwwW/ Www W ww w W W W w w W w� W W w IW f W W w w w w w W W w W W W w w W W w w W W W W W W W W W W \ Iw W w v w w w w w w i I I w �✓ W Ij Iw WI w W WI IW W IW W Iw W w w �W I W w IV i wl W w J� W WI W W I W I W W i IW W W� W W w l W W W wu W W W w W w 1 w I w w IW m W w w W w l W II w W� Iw W W� W w w w I w I W w I IW w W w W I w w w �IW w f w w w W 1 w I w w IW w W ILw W I W w W w W w W W W W W W W It W w W w W W W W w W I w O Q O W W I w w W W W W W w W W w OO irL Ib W W W w W W w w W W w w� p0 � QO O I w W W w w W W w w w W e w 0 W W W W w W W W W W w w■-■11 W � W W W W W W W W w w w W w W W ■'1 w �o0oC9 w w a�u•-+7�-�---------.------------- `�-mow-mw-m-----? w W W W W W W w W W W w W W W w W W W w w w W W W W W W W w W w W w W w w W \ W w w w w w w w W w DRIVEWAY w w w w w w W w w w W w W w W W w w W W W W w W W W w w W W W W w W w W W w W W W w w w w W w W w W W w W W w W w W W W\ W W w w W w w w w W W W w w W w w W W W CCU W w W w w w W w w w W w \ w W w TYPICAL TCWM4CME VILLA LANDSCAPE PLAN SCALE, 1/8" . 1'-0" $b PRAIRIE GRASSES - SEE LANDSCAPE SCHEDULES CN LLI FCR PLANTING TYPES DMIN 'fW ELEVATI N SEE CIVIL TCPCGRAPHY FCR SLCPES + + + + + + h + + + + + + + + + + + + + + + + + + + + + + + VIMN TIREATMU ELEVAT" RAIN GARDEN PLUGS Offitv- + ++++++++++++++ + e IoJ \ �p�11 i "\ +++ +++++t+++ /I. /. ++++ + + +++++++++++++++++ + #++ + # + + # #+++++#++++++++++t+ + + + + + + ++t+ //. /��./ /v//A///. SCIL TYPE A �� \\/j\/j\j/\j/\/j\/j\j/�\��/��//��//��//��//��// //��//��//��//j /r //j /j //% �\ / TCF SCILSCiLe F , (oll CF LTRATICN I 6 SAND STMx C33 � ////�A//�A//�A//�A��A//�A//�A//�A��A//�A//�A//�A//�A//�A//�A/��A//�A/ ///�A//�A//�A//�A// /// / SOIL B 20-%TW' CF SAND 2Z-30% CCMPCST SCIL TYPE B SCIL C - UNCCMPACTED SU5GRADE 18 INCHES CF SAND, STM - C33 NOTE; NCTE GECTEXTILE FILTER FABRIC CCCRDNATE RAIN GARDEN FOR RAIN GARDEN SEED MN/DCT 3733 TYPE I (TYP,) SCIL TYPE C CCNSTRUCTICN DETAILS WITH MIXTURE SEE TABLES CN UNCCMPACTED SUBGRADE CIVIL DRAWING 2/C2,0. LANDSCAPE SHEET LLL ENLARGED SECTION Cf TYPICAL RAIN GARDEN LAYOUT AND CCNSTRUCTICN ENLARGED LANDSCAPE PLAN AT MEMCRY CARE GARDEN AND DINING RCCM FORMAL GARDENS Y m N u o LJ IMMUNE Z w W _ w LLJ F— O (% Lu {— Z z5_ z 0 ` Z W O Q (n O Q _ V ) z 2 V • PLANTING PROFILES • RAIN GARDEN DIAGRAM • ENLARGED PLANTING BED PLANS PROJECT NO: 14-040 DRAWN BY: M.Z. CHECKED BY: E.R. SCALE' 1 /S" • I TYPICAL BAY �5 24'-@° i@ it 12 13 14 15 16 17 S 9 4 5TORIES TALL 51NGLE STORY 364` @" 271-611 T T MAIN ENTRYABLE DORMER MAIN ROOF 1 - - -,47 8:12 W/ 8 12 ROOF PITCN ARCHITECTURAL SHINGLES DUTCH GABLE END ROOF PITIUH AT �:12 ROOF PITCH BUMP OUTS i.,lu�.rlI.'ls."° Lgnl: 111i lili: l i I iInrIIltlt,t.11_lGI.l L r,�i?114IiI, ',,{l1,Ii�I1iiiI 1i,:?;I,ii. P,,•� HORIZONTAL r r BOARDS,t,I,11b♦ - ,qI..r(ISInlninl -• • •1•- AND n1�.,,,�:.t,:t,,I, ;�.:Ii.t„ {,!ttat'� (j,+,,I::• a , IIltl,llal4l a llLi,(i�iiI ?il l,�lilNl61luiltfln-1d n' f'tt f 1 t 1( l • • HANGINGMANUFACTURED r • •WOE) Iimill l;.'i:}•,''',,I ► . I IEI1fi ,1 I' ,,tsi5i,xiFrs,:i1 t ,. ; 1I- { I q: , II 1, of I 1 -.:1 61, a• . L. I•, �BATTEN5i :I n I , I i ! 1,as ) I t 1 , 41 11 HANGING :11 n f 7, 7. I E III!Ir� I I�,tr�l DECKS I I I d ,r" ( I a "fir nl .. K , a - v .,wuu• w 1 , hh r,N „ , 1 t a MAIN ENTRY GABLE— W1 8:12 ROOF PITCH HALF _OF_MAIN ROOF PITCH �___._.._..._.__...-_-._.............. _._......................... MAIN ROOF HIP AND DITCH GABLE END HANGING DECKS AND RAILINGS CANOPY ROOF ARCHITECTURAL SHINGLES HORIZONTAL SIDING AT 6-i2 ROOF PITCH AND EDGE BOARDS AT BUMP OUTS T.O. CANOPY EL. 1211- 6" ROCKFACE M� ATEXPO5ED LEVEL WALLS SENIOR LIVING BUILDING SOUTHWEST ELEVATIO BUMP OUTS ARCHITECTURAL SHINGLES AT 4=12 ROOF PITCH r6 HALF OF ROOF PITCI Y EL. 140'- 1 1/2r' SOFFIT 5RACKET5 —� MANUFACTURED WOOD SIDING PANEL5 i5ATTEN5 HANGING DECKS —� AND RAILINGS /i T.O. MC PARAPET IJ EL. 114'- 0' ROCKFACE MASONRY BASE-- W/ PRECAST SILL I I DUTCH GABLE END I 4 5TORIE6 TALL 64`-f0° •"' 'i .e , `' ,1 j ' i `ti Ij I '1 ,! 1 -IY, i�i ' 1�1 ((. V � � , 1 jr'�tr � RI ! 1 11 jjri i� E � i � � • • �1I • - ° � v} � t ; ,i {X'S 1 •}��Iki. f 1 II �J I. ij}fYl ILLµ l t, - p ? ?. ! 'Il F t f'E 1 ,t ,L, ,,. �'I,i � !f �. �I I I Il��t I, Un{, { Jli{ 1S, II''E ill li I � it q�, .I1 9 � 6 .rp it I `]t I - v ,1, ,'i • ♦••♦ •- k 444 { I � 4. a. h I 1 I 14 .-I ,1 1 I° 1 17 P x' F II i , II II�N pp1 I Illl�i ,111 ,,<II w - )l ='Yti ., ffi;, , ,In -• ....-= .I 1._._ ..__..... , ,. rimnnili'inillilirhnn¢ILI-s ,,I„ iifillllllliliil� 1911iiEilinl�{ : IIIIQIiIII„116r, :rr11aII �� ,I{I,jI� iIl �II fll}. • • , rai•f:: �Il i:: 1:II Ixa i fl 'j ,I F il: :qF _ ♦ • - : 41 i�Iilll III I if!'. 1 ° 1 rl I i � 111 I rl 'II�!I 11= �II xr�i i" i. a v tlllii,l I l '111!il mI'i, l,i • I I 1 i I 1 f I 'Ir ' n �I 1 s 1 11 °I 'II11�,. j�.. i°:.� i .IIl,!il {, 1 Ili tli t, �(f., ihl; l: -..If II qL 1. I , N'I �. • i ¢I nu - m { w• I 1 1''' .'111^S. _,ri...; 11�, �;�: 1.1{art u,i .ui' Ii; .([�,, C�.,.�.� :{i�!J.r�t•11gi:: { I i i i 1 Iri 1 11 t I $� 5' I alit 1 1- t0. 4. p6 .i?..y I 1 � I 3t I' .>+.., .{ ? -:?,11 i I Iq4:. •I. ,: 1 ! reI � t i 1� i I r I n„e Imc l I k I � r m r . n , I , Q o Q o 0 3 STORIES TALL 240 -011 , I I I l _ ELEVATOR PE HOUSE AQl-.wrt'rT1 III AUM-1 PC, TYPirel nnRMPQ IIlIi' L'�VICE'LOADING�BAYEAD DOOR I —DOOR Ov ( N - PARKING GARAGE AND SERVICE ENTRANCES MAIN ROOF ARCHITECTURAL SHINGLES AT 6 12 ROOF PITCH i i ! SENIOR LIVING BUILDING NORTHEAST ELEVATION TYPICAL BAY n 24 -@4 TYPICAL DORMER AT 8:112 ROOF PITCH 3 STORIE5/JTALL 2401-011 i BUMP OUTS ARCHITECTURAL SHINGLES AT 4: 12 ROOF PITCH ELEVATOR PENTHOUSE ARCHITECTURAL SHINGLES AT 4k 12 ROOF PITCH TYPICAL BAY C B 4 STORIES TALL ! 64'-O" -- MAIN ROOF (%--ARCHITECTURAL 5NINGLE5 AT 6:12 ROOF PITCN I !a,a,�anuuatuw+un'>}�run}u�a�usu I —60FFIT BRACKETS MAANUFACTURED —WOOp SiDING PANELS $ BATTENE HANGING DECKS AND RAILiNG5 T.O. MIC PARAPET AiI EL. 114'- 01' '�,v ROCKFACE MA50NRY BASE WJ P.RECA6T SiLL I FFE. S I , F'"RK NCY t F L'.-I„�i 0 MAIN ENTRY GABLE W/ 8 12 ROOF PITCH d HALF OF MAIN ROOF PITCH MAIN ROOF NIP AND EL. 151"- 7 I" IlT DUTCH GABLE END HANGING DECKS AND RAILINGS r CANOPY ROOF HORIZONTAL SIDING ARCHITECTURAL 5HINGLE5 AND EDGE BOARDS AT 6 : 12 ROOF PITCH AT BUMP OUTS TC�:ICANOPY mf� EL. 121'- 6" TIMBER 5CI55OR TRUSSES CANOPY11 �. JIM,l5!fi{� t sF31?��"Ip q' I��x L a �� PIII 6 � '�ntl� ;QI, �u rt(L� R`GT aIN�sItIPlf��-�"11 ij I,R t {� I d�x��L„ i a, � • Ii�@ . ,1 [r I_,�fk�3��llid'rf�3luMid°r�.n3��iiF!I nit�H!9 'z H UWr� F-r x U z CAyW W P� r M O 'n N z w FQ- O w w _a V a O w� N o V O w Y Z w Z � z wZ m V O Z � � P w H � ��.p� w Z 0, N a 3c�� u n 0 O u O � 0�0= (D X �Fnmdl� w T m 0 z z o � w Q Q Q •o m Qzt;O Q M a wow � gQwQ� o n 71 0 �aJEW I,, �OWQO z L6 Tu E a � Q Lj S d O Y= w • MAIN BUILDING EXTERIOR ELEVATIONS PROJECT NO: 14-040 DRAWN BY: M.Z. CHECKED BY: E.R. A2*0 s IS T SINGLE STORY 27'-6" BUMP OUTS ARCHITECTURAL SHINGLES AT 4:12 ROOF PITCH G s HALF OF MAIN ROOF PITCH EL, 151'- 7 Ir" DECORATIVE SOFFIT BRACKETS"" HORIZONTAL SIDING AND EDGE -- BOARDS AT BUMf OUTS PATIO DOOR AND SIDELIGHT AT HANGING PECKS HANGING RECiK5 AND RAILINGS MANUFACTURED WOOD SIDING PANELS AND BATTENS T.O..MC PARAPET SENIOR LIVING n 15 14 DUTCH GABLE END ELEVATOR PEN HOUSE I ARCHITECTURA SHINGLES �- AT 4 12 ROOF p TC 4 pp1I , t �I f, iill F !K°;ll 11tJ 1 5 i f,4ilji14,la�'!I t . g za0 III SINGLE �TORY MEMORY CIRE WING BUILDING SOUTHEAST ELEVATION 3D VIEW FROM THE CURB IN FRONT OF A TWINHOME VILLA RESIDENCE 3 TWINHOME VILL WIDTH 60'-0" SINGLE UNIT 30'-0" DECORATIVE 50FFIT BRACKETS FRONT ELEVATION ELEVATOR PENTHOUSE ARCHITECTURAL SHINGLES AT 4 12 ROOF PITCH is IN1,IF;� i l f, �...I � 1r ! " ;I TO l r lTFIfW h : ;i `r if �a ,,. G Ilii9i Uzh� TYPICAL t BAY 24'-0° TYPICAL DORMER AT 5:12 ROOF PITCH rU DUTCH GABLE END �I�III1111�� 3D VIEW FROM FROM THE AIR BEHIND A TWINHOME VILLA RESIDENCE TWINHOME ILLA WIDTH W-0" LIVING SPADE MAIN ROOF ARGH SHINGLES AT 6 ;12 ROOF PITCH GABLE ROOF ENDS AT 6: 12 ROOF PITCH HORIZONTAL 51DING.AND EDGE B0 ;RDS, PANE =INWIF ROGKFACE BASE - rAND PRECAST SILL" SIDE ELEVATION PERGOLA DECK a SHADING D£CORAiIVE SOFFIT 5PACKE-5 I VINYL WKDOWS,—' LOW-£ GLASS ROGKFACE'BASE AND f RECAST SILLS SINGLE UNIT �f Q I I BUMP OUTS ARCHITECTURAL SHINGLES ----AT 4 12 ROOF PITCH /.- iJ 4 STORY WING 1!1U"OF MAIN ROOF ?ITCH t• � EL. 151r T 1/2" I 3 STORY SUING 1/2"OF ROOF PITCH EL 4�OT- 1 1/2" HORIZONTAL SIDNG AND EDGE BOARDS AT UPPER LEVEL PATIO DOOR AND �I! SIDELIGHT HANGING DECKS AND RAILINGS ' ROCKFACE ~\ MASONRY BASE W/ PREC45T SILK. TWINHOME VILL> WIDTH 60'-0" _GABLE ROOF ENDS AT 6:12 ROOF PITCH MID ROOF PITCH d-� EL. 113'- 2" �,F —,.,_BOARD AND BATTEN, PAINTED ROOF LINE h EL. 108 0" Y —HORIZONTAL SIDING AND EDGE BOARD5 FAINT z c~n W V)LLJ �Q L1J O uo � _ \z z 0 z Zz O Q v) � 0 Q _ (� z =v • MAIN BUILDING EXTERIOR ELEVATION • TWINHOME VILLA ELEVATIONS PROJECT NO: 14-040 DRAWN BY: M.Z. CHECKED BY: E.R. A2* I 3D SITE AERIAL OVERVIEW MAIN BUILDING AERIAL VIEW FROM SOUTHEAST CORNER MAIN BUILDING ENTRY VESTIBULE AND DRIVE UNDER CANOPY I" z cdH U W E� x 0 M Q Ln Ln 5 w Q O a O v� w � w ? N 04 M W Z N m w 'o O p, S O O � V �Q 04 04 04 N O owOo10, ON OND Q N m a w w moo III Q 3 QZv~O Q 10 10 wp�w a-v �QwQ� O ��NowO z N �pvwQ 0 w ci 04 � a J J T z O z Z O L) ao� Wzz � a o L) w w F— cn co Z 124 r- O • 3D SITE �, ►d DEVELOPMENT VIEWS PROJECT NO: 14-040 DRAWN BY: M.Z. CHECKED BY: E.R. MAIN BUILDING AERIAL VIEW FROM THE EAST LOOKING TOWARD HWY 101 A2*2 r l X VIEW OF SITE FROM THE MAIN ENTRY DRIVE uJPir]Pt.71 '. t. tgr_ r 4 t I4 yl 11 `�'{l�ylii�lly .it �y� k 11 W""W YlFn..... ...-.._ i S `tll;t4iSi` tltt l�� Itl t o s t 't l4ti il�i .�i` P7PWttN Ue -� , . ,., t e igifFiklsyti§I ;tf,t y�x i'piyt'j�t�»�I'iy l: i� t� 4t iy�s 11+tjI tv t yS x. 3ifkti ni d 2tfrt. 4- I YI �Iiliit� VIEW OF SITE HIGHWAY 101 JUST PAST SOUND WALL VIEW OF MAIN MONUMENT SIGN ALONG HIGHWAY 101 VIEW OF SITE FROM THE CORNER OF 86TH STREET WEST AND HIGHWAY 101 i �z F U W E-H U cn W z NNW{ Y� W a 0 fM It Q Ln W Q w O v o Z = H N pU Z w ? N 04 M W N ti Z O � ~ w O 00'0,2 =� N (D a � � w 04 0� 0, 0 CN 04 n O ow00, 04 2 Q N m a W moo Q QZw0 Q 10 d Z Z N > � Z N O N W O ( g � p N a O SSQ O Z 't? w Q �C)0� w 9 i z n L1J F-Q JLo Lu _ � z z 0� Z zw O Q� ' ^ v' 0 o = V) z =v • 3D SITE DEVELOPMENT VIEWS PROJECT NO: 14-040 DRAWN BY: M.Z. CHECKED BY: E.R. 'z VIEW OF SITE FROM THE MAIN ENTRY DRIVE VIEW OF SITE HIGHWAY 101 JUST PAST SOUND WALL VIEW OF SITE FROM THE CORNER OF 86TH STREET WEST AND HIGHWAY 101 VIEW OF MAIN MONUMENT SIGN ALONG HIGHWAY 101 U W z w Q i� w a ?A O M Lo O 'n a O v w� O w Z w� Z Z_ cn r) � r w? cq10 (h W10 N vi z 10 10 0 0 0� 0, _ _ ~ `0 O U v w0ZPO0,� Q �0 �G4ci n O 0oLu001a a D , = X 'tcnma� w m p � z w 0 � M wwQ �Oljz� w0oQ0 Z w — < Q w Q Lij w w w w I OYH � w Z 0 CIO E z O WoCC azo U) w w 2 00 Z Q • 3D SITE 11 Al w Z Z ►] DEVELOPMENT VIEWS PROJECT NO: 14-040 DRAWN BY: M.Z. CHECKED BY: E.R. t a d y x Q s C: A2*3