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CAS-14_PRESERVE AT BLUFF CREEK 6TH ADDITION FINAL PLATNon4mnable Ibem Ham of Folder Number `1 Folder. Name S -P -Ne Job Number 2222Q Box Number 00 G 3 oe-4 Chanhassen City Council — September 22, 2014 I'd like to recognize them and thank them for their service to the City. Together they compiled over 300 hours of service which is really fantastic for teenagers to be involved and to get involved, that's something that we're very proud of for each of them and we wanted to make a note and take time to recognize them so as I read your name if you'd come forward please and we'll give you a certificates. Abbey Hamann. Eric Benson. Emily Saurer. Laura Price. Thomas Price. Anne Murphy. David Hodel. Quinn O'Connor. Mariah Aker. Blake Wosje. Kelly Klingelhutz. Luther Wilmot. Thank you. Appreciate your service. Thank you very much. Thank you. Let's get a picture... Oh yeah, you're free to go if you want to. Welcome to stay but free to go. Yeah that's a great program and Meghan and Todd, thank you very much for providing that opportunity for teens in our city to be involved and to help with service. We really appreciate that. I'd like to move on now to next items on our council agenda. CONSENT AGENDA: Councilman Laufenburger moved, Councilman McDonald seconded to approve the following consent agenda items pursuant to the City Manager's recommendations: 1. Approval of City Council Minutes dated September 8, 2014 2. Receive Planning Commission Minutes dated September 2, 2014 3. Receive Park and Recreation Commission Minutes dated August 26, 2014 4. Approval of Conditional Use Permit for Cell Tower, 2290 Lyman Boulevard, American Tower Company 5. Preserve at Bluff Creek 61 Addition: a. Final Plat Approval b. Approval of Development Contract and Plans and Specifications 6. Award of Quote: Concrete Work Associated with Neighborhood Picnic Shelters for Sugarbush, Stone Creek and Roundhouse Parks. 7. Approval of Fireworks Display Permit, Pyrotechnic Display Fireworks, Chanhassen High School Homecoming, September 26 All voted in favor and the motion carried unanimously with a vote of 5 to 0. Mayor Furlong: We do have Eagle Scout candidate Geoff Olson with Troop 330 here to present a proposal for an Eagle Scout project at Kerber Pond Park. Good evening Geoff, how are you? Geoff Olson: I'm good. How are you? Mayor Furlong: Good. Thanks for coming. Todd Hoffman: Kate's going to load up the presentation and this is a paper copy for all the council members. Mayor Furlong: Is it up? 3 SCANNED CITY OF CBANAASSEN 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952.2271100 Fax: 952.227.1110 Building Inspections Phone: 952.227.1180 Fax: 952.2271190 Engineering Phone: 952.227.1160 Fax: 952.227.1170 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: 952.2271400 Fax: 952.2271404 Planning d Natural Resources Phone: 952.227.1130 Fax: 952.2271110 Public Works 7901 Park Place Phone: 952.227.1300 Fax: 952.227.1310 Senior Center Phone: 952.227.1125 Fax: 952.227.1110 Website www.ci.chanhassen.nnn.us September 29, 2014 Mr. Todd Baumgartner Chanhassen Residential Development Partners, LLC c/o Wilkerson & Hegna, PLLP One Corporate Center H, Suite 300 7300 Metro Boulevard Edina, MN 55439 Re: The Preserve at Bluff Creek 6b Addition Final Plat Planning Case #2006-14 Dear Mr. Baumgartner: This letter is to confirm that on September 22, 2014, the Chanhassen City Council approved the final plat for The Preserve at Bluff Creek 6' Addition subject to the following conditions: Planning Department 1. All homes shall comply with all standards of the PUD. Building Inspections 1. Provide a 1:200 "clean" plat drawing. 2. Demolition permits required for the removal of any existing structures. 3. Submit proposed street-name(s) to Building Official and Fire Marshal for approval. 4. Buildings may be required to be designed by an architect and/or engineer as determined by the Building Official. 5. A final grading plan and soils report must be submitted to the Inspections Division before permits can be issued. 6. Each lot must be provided with separate sewer and water services. 7. The applicant and/or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. Engineering/Water Resources Coordinator 1. Outlots containing public utilities — water main, sanitary sewer and storm sewer that conveys runoff from a public street — must have blanket drainage and utility easements over the outlot. Private utilities (e.g. storm sewer that only conveys runoff from a private street) within outlots shall be owned and maintained by the Association. Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow SCANNED Mr. Todd Baumgartner September 29, 2014 Page 2 2. The developer must install appropriate signage per the Minnesota Manual on Uniform Traffic Control Devices at the north end of Degler Lane. 3. The developer must work with Carver County along with the city to obtain permission to constrict a temporary emergency access to Lyman Boulevard. The developer shall be responsible for making certain the access is passable to emergency vehicles for two years after the plat is recorded. Constriction traffic shall also use this access. 4. Fences, extensive landscaping and retaining walls cannot be installed within the drainage and utility easement over the trunk sanitary sewer and water main. 5. The developer must work with staff to ensure that the construction plans comply with the City's standard specifications and that all appropriate detail plates are included in the plan set. 6. Curbs on the public streets will be high -back; curbs on the private streets will be surmountable. 7. The Degler Lane grades at Station 1+00 must be adjusted to meet the 7% maximum allowable slope. 8. Sidewalks adjacent to the private streets and within the privately owned outlots shall be owned and maintained by the Homeowners Association and can be used by the public. 9. The developer's engineer shall incorporate the work from the Lyman Boulevard construction plan into the Preserve at Bluff Creek 6's water main design. 10. The City no longer requires the 18" water main connection south of Lyman Boulevard and it may be removed from the plans. 11. The arterial collector fee is $2,400/acre. The platted land will be 4.94 acres, for a total fee of $11,856. 12. The developer must pay $15,936 for the partial payment of the SAC fees and $45,264 for the partial payment of the WAC fees with the final plat. The remaining SAC and WAC fees shall be collected with the building permit, based on the rates in effect at the time of building permit application. The party applying for the building permit is responsible for payment of that remainder. 13. A wetland buffer with a minimum width of 16.5 feet shall be established and maintained around all wetlands. A planting schedule shall be developed and submitted indicating how the buffer will be established such that it is consistent with City Code. The applicant shall install wetland buffer signs, under the direction of City staff, prior to the issuance of any building permits. 14. Erosion control blanket shall be installed on all slopes 3:1 or steeper within 14 days unless it has positive drainage towards Bluff Creek. These areas shall be stabilized within 7 days. Blanket within the buffers and bluff creek overlay shall be all natural webbing. 15. All swales shall be stabilized within 24 hours. Mr. Todd Baumgartner September 29, 2014 Page 3 16. The city shall be contacted at least 24 hours in advance of any dewatering activities. 17. Street cleaning of soils tracked onto streets shall include daily street scraping and sweeping as -needed and shall be the responsibility of the developer until final build -out of the development or until the city agrees, in writing, to release the developer from their obligation; whichever occurs first. 18. Inlet protection shall be provided on all catch basins and catch basin manholes downstream and tributary of any disturbed area. 19. All lots shall have no less than six (6) inches of topsoil placed prior to installation of sod or seed. No landscaping or erosion control escrow shall be released until this is complete. 20. All lot areas disturbed through the project shall have no less than six (6") inches of top soil as defined by 3877.2 of Minnesota Standards and Specifications for Construction 2014 Addition. This may not be common topsoil borrow. The amount of topsoil may be reduced to four (4") inches if Boulevard Topsoil Borrow or Organic Topsoil Borrow is used per same publication. Gradations must be provided to city. Topsoil must be placed prior to placing sod or seeding of areas. No portion of the erosion control or landscape escrow may be released until this is completed. 21. The applicant shall provide a list of all anticipated erosion prevention and sediment control practices shall be listed in the SWPPP with estimated quantities. This shall include the volume of topsoil necessary to comply with condition 19. These quantities shall be used to determine the erosion control escrow. 22. The Surface Water Management connection charge due at final plat is equal to $43,839.53. Fire Marshal I. Proposed fire hydrant locations are acceptable. A 3 -foot clear space must be maintained around hydrants. 2. New street names are acceptable. 3. No burning permits will be issued for trees/brush removal. They must be chipped or hauled away. 4. Prior to new home combustible construction, water mains and fire hydrants must be made serviceable. 5. Prior to new home combustible construction, approved street signs shall be installed. 6. Prior to new home combustible construction, fire apparatus access roads capable of supporting the weight of fire apparatus shall be serviceable. Environmental Resources Coordinator 1. The landscaping plan will follow the proposed plan dated 5/26/10. Mr. Todd Baumgartner September 29, 2014 Page 4 2. The landscape security shall be calculated at a rate of 110 percent of the actual value of the improvements. Buffer plantings shall be installed along the property line in the rear of Lots 1-8, Block 2. 3. Landscaping for all lots in the 6a' Addition shall comply with the landscape plans dated 5/26/10. Parks and Recreation Department 1. The payment of full park dedication fees at the rate in force upon final plat approval in lieu of parkland dedication. For 2014, the park dedication fee is $5,800 per dwelling. Based on approval of 28 lots within the 6`s Addition, the total fee due and payable with the final plat is $162,400. Two signed mylar copies of the final plat shall be submitted to our office for signatures. One 1 "=200' scale mylar reduction of the final plat and one 1 "=200' scale paper reduction of the final plat with just street names and lot and block numbers shall be submitted. The executed development contract and the required fees ($309,430.01) and security ($734,733.90) specified therein shall be submitted to the City. In addition, a digital copy in .dxf format and a digital copy in .tif format (pdf compatible) in Carver County coordinates of the final plat shall be submitted. The City will submit all the necessary documents to Carver County for recording. Processing of the final plat documents prior to recording usually takes approximately two weeks upon receipt by the city. Additionally, all current year taxes must be paid in full and any delinquent property taxes or green acres taxes must also be paid. Once everything is submitted, please contact Stephanie Smith at 952-227-1165 to coordinate the preconstruction meeting. Should you have any questions, please contact me at (952) 227-1139 or by email at kaanensonna,ci.chanhassen mn us. Sincerely, er I� 1 k6wlvoo� Kate Aanenson, AICP Community Development Director ec: Stephanie Smith, Project Engineer Todd Gerhardt, City Manager Terry Jeffery, Water Resources Coordinator Jerry Mohn, Building Official 9:lplan\2006 planning casest06-14 the pts e\final plat documents -6th addition\appmval letter.doc CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA THE PRESERVE AT BLUFF CREEK 61H 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 OROTHER 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................................................................................................................. GC4 16. EXISTING ASSESSMENTS.......................................................................................GC-4 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 i F. G. H. I. K. L. M. N. O. P. Q. R. S. T. U. V. W. x Y. Z. BuildingPermits...............................................................................................GC-7 Waivers/Amendments.......................................................................................GC-7 Release.............................................................................................................. GC -7 Insurance........................................................................................................... GC -7 Remedies...........................................................................................................GC-8 Assignability.....................................................................................................GC-8 ConstructionHours...........................................................................................GC-8 NoiseAmplification..........................................................................................GC-8 Access...............................................................................................................GC-8 StreetMaintenance............................................................................................GC-8 StormSewer Maintenance ................................................................................GC-9 SoilTreatment Systems....................................................................................GC-9 Variances...........................................................................................................GC-9 Compliance with Laws, Ordinances, and Regulations.....................................GC-9 Proofof Title.....................................................................................................GC-9 SoilConditions................................................................................................GC-10 SoilCorrection................................................................................................GC-10 HaulRoutes..........................................................................................................GC-10 DevelopmentSigns..............................................................................................GC-10 ConstructionPlans...............................................................................................GG 10 As -Built Lot Surveys ii GC -11 CITY OF CHANHASSEN DEVELOPMENT CONTRACT (Developer Installed Improvements) THE PRESERVE AT BLUFF CREEK 6TH ADDITION AGREEMENT dated September 22, 2014 by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation (the "City"), and, CHANHASSEN RESIDENTIAL DEVELOPMENT PARTNERS, LLC, a Minnesota limited liability company (the "Developer"). 1. Request for Plat Approval. The Developer has asked the City to approve a plat for The Preserve at Bluff Creek 6th 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, furnish the security required by it, and record the plat with the County Recorder or Registrar of Titles within 30 days after the City Council approves the plat. 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 September 9, 2014, prepared by Westwood Professional Services. Plan B: Grading, Drainage and Erosion Control Plan dated June 19, 2006 prepared by Westwood Professional Services. Plan C: Plans and Specifications for Improvements dated July 2014, prepared by Westwood Professional Services. Plan D: Landscape Plan dated May 26, 2010, prepared by Westwood Professional Services. 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, CATS 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 except for the wear course on public streets by November 15, 2014. 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 cash escrow ("security") for $734,733.90. The amount of the security was calculated below: Erosion Control $ 27,134.75 Sanitary Sewer $197,366.00 Watermain $ 97,773.00 Storm Sewer, Drainage System, including cleaning and maintenance $101,492.90 Streets $192,027.65 Sub -total, Construction Costs $615,794.30 Engineering, surveying, and inspection (7% of construction costs) $ 43,105.60 Topsoil (2,788 CY of yard space with 6" topsoil @ $20/CY) $ 55,760.00 Landscaping $ 15,174.00 Street lights and signs (2 lights @ $2,200 + 2 signs @ $250) $ 4,900.00 Sub -total, Other Costs $ 63,179.60 TOTAL COST OF PUBLIC IMPROVEMENTS $734,733.90 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 terms 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 SP -2 down. If the 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: Todd Baumgartner Chanhassen Residential Development Partners, LLC c% Wilkerson & Hegna, PLLP One Corporate Center It, Suite 300 7300 Metro Boulevard Edina, MN 55439 Phone: 952-897-1707 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) 227-1100. SP -3 8. Other Special Conditions. A. SECURITIES AND FEES A $734,733.90 cash surety for the developer -installed improvements, the $309,430.01 cash administration fee and the fully -executed development contract shall be submitted prior to scheduling a pre -construction meeting. Administration fee Final Plat Process: including attorney fees, recording of documents GIS fee: $25 (plat) + (28 parcels @ $10/parcel) Arterial Collector Fee Surface water management fee Park Dedication Fee Street Lighting Charge: 2 lights @ $300.00/light Partial sewer hookup fee: 28 units @ $664/unit Partial water hookup fee: 28 units @ $1,886/unit Total Cash Fee B. Planning Department Conditions of Approval 1. All homes shall comply with all standards of the PUD. C. Building Inspections Conditions of Approval 1. Provide a 1:200 "clean" plat drawing. $ 18,579.48 $ 450.00 $ 305.00 $ 11,856.00 $ 43,839.53 $ 162,400.00 $ 600.00 $ 18,592.00 $ 52,808.00 $ 309,430.01 2. Demolition permits required for the removal of any existing structures. 3. Submit proposed street name(s) to Building Official and Fire Marshal for approval. 4. Buildings may be required to be designed by an architect and/or engineer as determined by the Building Official. 5. A final grading plan and soils report must be submitted to the Inspections Division before permits can be issued. 6. Each lot must be provided with separate sewer and water services. 7. The applicant and/or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. D. Fire Marshal Conditions of Approval 1. Proposed fire hydrant locations are acceptable. A three-foot clear space must be maintained around hydrants. SP -4 2. New street names are acceptable. 3. No burning permits will be issued for trees/brush removal. They must be chipped or hauled away. 4. Prior to new home combustible construction, water mains and fire hydrants must be made serviceable. 5. Prior to new home combustible construction, approved street signs shall be installed. 6. Prior to new home combustible construction, fire apparatus access roads capable of supporting the weight of fire apparatus shall be serviceable. E. Environmental Resources Coordinator Conditions of Approval 1. The landscaping plan will follow the proposed plan dated May 26, 2010. 2. The landscape security shall be calculated at a rate of 110 percent of the actual value of the improvements. Buffer plantings shall be installed along the property line in the rear of Lots 1 through 8, Block 2. 3. Landscaping for all lots in the 6`s addition shall comply with the landscape plans dated May 26, 2010. F. Parks and Recreation Department Conditions of Approval 1. The payment of full park dedication fees at the rate in force upon final plat approval in lieu of parkland dedication. For 2014, the park dedication fee is $5,800 per dwelling. Based on approval of 28 lots within the 6's Addition, the total fee due and payable with the final plat is $162,400. G. Engineering Department Conditions of Approval 1. Outlots containing public utilities — water main, sanitary sewer and storm sewer that conveys runoff from a public street — must have blanket drainage and utility easements over the outlot. Private utilities (e.g. storm sewer that only conveys runoff from a private street) within outlots shall be owned and maintained by the Association. 2. The developer must install appropriate signage per the Minnesota Manual on Uniform Traffic Control Devices at the north end of Degler Lane. 3. The developer must work with Carver County along with the city to obtain permission to construct a temporary emergency access to Lyman Boulevard. The developer shall be responsible for making certain the access is passable to emergency vehicles for two years after the plat is recorded. Construction traffic shall also use this access. SP -5 4. Fences, extensive landscaping and retaining walls cannot be installed within the drainage and utility easement over the trunk sanitary sewer and watermain. 5. The developer must work with staff to ensure that the construction plans comply with the City's standard specifications and that all appropriate detail plates are included in the plan set. 6. Curbs on the public streets will be high -back; curbs on the private streets will be surmountable. 7. The Degler Lane grades at Station 1+00 must be adjusted to meet the 7% maximum allowable slope. 8. Sidewalks adjacent to the private streets and within the privately owned outlots shall be owned and maintained by the Homeowners Association and can be used by the public. 9. The developer's engineer shall incorporate the work from the Lyman Boulevard construction plan into the Preserve at Bluff Creek 6's watermain design. 10. The City no longer requires the 18 -inch watermain connection south of Lyman Boulevard and it may be removed from the plans. 11. The arterial collector fee is $2,400/acre. The platted land will be 4.94 acres, for a total fee of $11,856.00. 12. The developer must pay $15,936.00 for the partial payment of the SAC fees and $45,264.00 for the partial payment of the WAC fees with the final plat. The remaining SAC and WAC fees shall be collected with the building permit, based on the rates in effect at the time of building permit application. The party applying for the building permit is responsible for payment of that remainder. 13. A wetland buffer with a minimum width of 16.5 feet shall be established and maintained around all wetlands. A planting schedule shall be developed and submitted indicating how the buffer will be established such that it is consistent with City Code. The applicant shall install wetland buffer signs, under the direction of City staff, prior to the issuance of any building permits. 14. Erosion control blanket shall be installed on all slopes 3:1 or steeper within 14 days unless it has positive drainage towards Bluff Creek. These areas shall be stabilized within 7 days. Blanket within the buffers and bluff creek overlay shall be all natural webbing. 15. All swales shall be stabilized within 24 hours. 16. The city shall be contacted at least 24 hours in advance of any dewatering activities. SP -6 17. Street cleaning of soils tracked onto streets shall include daily street scraping and sweeping as needed and shall be the responsibility of the developer until final build -out of the development or until the city agrees, in writing, to release the developer from their obligation; whichever occurs first. 18. Inlet protection shall be provided on all catch basins and catch basin manholes downstream and tributary of any disturbed area. 19. All lots shall have no less than six (6) inches of topsoil placed prior to installation of sod or seed. No landscaping or erosion control escrow shall be released until this is complete. 20. All lot areas disturbed through the project shall have no less than six (6") inches of top soil as defined by 3877.2 of Minnesota Standards and Specifications for Construction 2014 Addition. This may not be common topsoil borrow. The amount of topsoil may be reduced to four (4") inches if Boulevard Topsoil Borrow or Organic Topsoil Borrow is used per same publication. Gradations must be provided to city. Topsoil must be placed prior to placing sod or seeding of areas. No portion of the erosion control or landscape escrow may be released until this is completed. 21. The applicant shall provide a list of all anticipated erosion prevention and sediment control practices shall be listed in the SWPPP with estimated quantities. This shall include the volume of topsoil necessary to comply with condition 19. These quantities shall be used to determine the erosion control escrow. 22. The Surface Water Management connection charge due at final plat is equal to $43,839.53. 9. General Conditions. The general conditions of this Contract are attached as Exhibit "B" and incorporated herein. SP -7 CITY OF CHANHASSEN L -fm (SEAL) I:\►1" Thomas A. Furlong, Mayor Todd Gerhardt, City Manager Chanhassen Residential Development Partners, LLC i STATE OF MINNESOTA ) (ss. COUNTY OF CARVER ) Todd Baumgartner, Its Chief Manager The foregoing instrument was acknowledged before me this day of 2014, by Thomas A. Furlong, 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 2014, by Todd Baumgartner, Chief Manager of Chanhassen Residential Development Partners, LLC, a Minnesota 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 am NOTARY PUBLIC EXHIBIT "A" TO DEVELOPMENT CONTRACT LEGAL DESCRIPTION OF SUBJECT PROPERTY: Outlot A, The Preserve at Bluff Creek 5'h 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 CITY OF CHANHASSEN DEVELOPMENT CONTRACT (Developer Installed Improvements) 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 Recorder's 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 fiom 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 City's 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 fiunished 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 GC -1 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 preconstruchon 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 City s 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. 8a. 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 famished to the City to guarantee compliance with City Code § 7-22. 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 listed in the City's approved tree list are prohibited. The minimum tree size shall be two and one-half (2'/Z) inches caliper, either bare root in season, or balled and burlapped. The trees may not be planted in the boulevard (area between curb and property line). 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 on each lot 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 lot. If these improvements are not in place at the time a certificate of occupancy is requested, a financial guarantee of $750.00 in the form of cash or letter of credit shall be provided to the City. These conditions must then be complied with within two (2) months after the certificate of occupancy issued, except that if the certificate of occupancy is issued between October 1 through May 1 these conditions must be complied with by the following July 1 st. Upon expiration of the time period, inspections will be conducted by City staff to verify satisfactory GC -3 completion of all conditions. City staff will conduct inspections of incomplete items with a $50.00 inspection fee deducted from the escrow fiord for each inspection. After satisfactory inspection, the financial guarantee shall be returned. 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 (251/o) 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 full 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 fights 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. GC -4 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. 19. Signage. All street signs, traffic signs, and wetland monumentation required by the City as a part of the plat shall be famished 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 (21/o) 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'h%) of construction costs for the first $1,000,000 and one and one-half percent (1'h%) 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 m 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 ,e W for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. 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 park 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. GC -6 :a� 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 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. Building Permits. Building permits will not be issued in the plat until sanitary sewer, watermain, 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 Developer's 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 Developer's 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. GC -7 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 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 am. 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, bullhoms, 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. GC -8 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 first 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 A5rellp 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. 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 Sims. 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 linelpaper 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 -lo Building Inspections - a. Phone: 952.227.1180 MEMORANDUM CITY OF TO: Todd Gerhardt, City Manager CIMSENFROM: Kate Aanenson, Community Development Director 7700 Market Boulevard PO Box 147 DATE: September 22 2014 Chanhassen, MN 55317 • 3'd Addition was platted in 2010 and included 25 lots Natural Resources SUBJ: Final Plat Approval — The Preserve at Bluff Creek 6u' Addition Administration Planning Case No. 06-14 Phone: 952.227.1100 Unit Development -Residential (PUD -R); approved a conditional use permit to permit Fax: 952.227.1110 PROPOSAL SUMMARY Building Inspections Chanhassen Residential Development Partners, LLC, is requesting final plat approval Phone: 952.227.1180 for The Preserve at Bluff Creek 6' Addition. The plat includes 28 lots and 1 outlot. Fax: 952.2271190 Because this development is a PUD, design standards are required. Engineering 53 lots Phone: 952.227.1160 BACKGROUND Fax: 952.227.1170 • 3'd Addition was platted in 2010 and included 25 lots Natural Resources On Monday, May 8, 2006, the Chanhassen City Council approved rezoning of the land Finance Phone: 952.2271140 within the plat for "The Preserve" from Agricultural Estate District (A2) to Planned Fax: 952.2271110 Unit Development -Residential (PUD -R); approved a conditional use permit to permit development within the Bluff Creek Overlay District and alterations within the flood Park & Recreation plain; and approved the preliminary plat for "The Preserve" creating 155 lots, 15 Phone: 952.227.1120 outlots, and right-of-way for public streets. Fax: 952.227.1110 Recreation Center Final plats: 2310 Coulter Boulevard Phone: 952.2271400 P • ? Addition was platted in June of 2006 and included Fax: 952.227.1404 53 lots • 2' Addition was platted in May of 2007 and included 12 lots Planning & • 3'd Addition was platted in 2010 and included 25 lots Natural Resources • 4' Addition was platted in 2011 and included 19 lots Phone: 952.227.1130 Fax: 952.227.1110 • 5' Addition was platted in 2013 and included 15 lots and 3 outlots • 6d' Addition includes 28 lots and 1 outlot Public Works 7901 Park Place Phone: 952.227.1300 Fax: 952.227.1310 Senior Center Phone: 952.227.1125 Fax: 952.227.1110 Web Site www.ci.chanhassen.mn.us Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow SCANNED Todd Gerhardt • • The Preserve at Bluff Creek 6' Addition September 22, 2014 Page 2 of 10 Development Design Standards Setbacks: *The entire development, including the public and private streets and outlots, may not exceed 30 percent hard coverage. Individual lots will exceed the 30 percent site coverage (see Lot Impervious Coverage Analysis (see attachment). Materials and Design The finished square footage of the homes ranges from 1,900 square feet to 2,750 square feet. There is room for additions such as three -season porches and decks. No two adjacent housing units may be of the same style or color scheme. FINAL PLAT REVIEW This addition completes the final phase of the Preserve. The 6t' Addition continues the streets of River Rock Drive North and Degler Lane. The average lot size is 7,686 square feet. Block/Lot Standards Lyman Boulevard 50 feet Exterior Eastern (Perimeter) Setback 50 feet (creek on west) Front Yard garage side 25 feet Front Yard on corner lots 20 feet Side Yard 5/10 feet minimum; 15 feet between units Rear Yard 15 feet Hard Surface Coverage* 30% averaged over the entire site Wetland: Buffer and buffer setback 16.5 feet and 40 feet Bluff Creek Primary Zone boundary 40 feet with the first 20 feet as buffer Minimum lot size Average 8,000 square feet Public street 60 -foot right-of-way; 32 -foot paved Private street 40 -foot right-of-way; 28 -foot paved surface *The entire development, including the public and private streets and outlots, may not exceed 30 percent hard coverage. Individual lots will exceed the 30 percent site coverage (see Lot Impervious Coverage Analysis (see attachment). Materials and Design The finished square footage of the homes ranges from 1,900 square feet to 2,750 square feet. There is room for additions such as three -season porches and decks. No two adjacent housing units may be of the same style or color scheme. FINAL PLAT REVIEW This addition completes the final phase of the Preserve. The 6t' Addition continues the streets of River Rock Drive North and Degler Lane. The average lot size is 7,686 square feet. Block/Lot Area sq. ft. Front Setback Rear Setback Side Setback B1 Ll 7,200 25 feet; 20 feet on corner lots 15 feet 5/10 feet minimum; 15 feet between units B 1 L2 7,200 " B 1 L3 7,200 " B 1 L4 7,203 It" B1 L5 7,356.5 11 It B 1 L6 7,464.7 ItIt B2 Ll 7,800 11 " 11 Todd Gerhardt • • The Preserve at Bluff Creek 6' Addition September 22, 2014 Page 3 of 10 Block/Lot Area sq. ft. Front Setback Rear Setback Side Setback B2 L2 7,200 " B2 L3 7,200 " B2 L4 7,200 " B2 L5 7,350 " B2 L6 8,441 " " B2 L7 7,973 19 to" B2 L8 8,485 11 Itit B2 L9 8,520 to it B2 L10 9,230 to " of B2 Ll l 8,520 " 10 " B2 L12 8,520 of 11 " B3 Ll 6,420 If 11 " B3 L2 7,812 11 11" B3 L3 7,592.8 11 11" B3 L4 7,231.7 " " B3 L5 8,340 to" B3 L6 7,800 " B3 L7 6,837.7 " B3 L8 8,125.7 " B3 L9 8,156.8 " B3 L10 6,833.8 " Outlot A 27,416 N/A N/A N/A ENGINEERING The Engineering Department has reviewed the plans and offers the following comments, which should be included in the conditions of approval: Easements and Access Agreements A 60 -foot wide right-of-way is included in the plat for the publicly -owned portion of River Rock Drive North. The private streets will be constructed on Outlot A. A drainage and utility easement is required over Outlot A. Streets The developer proposes to construct an approximate 600 -foot addition to River Rock Drive North that will be publicly -owned and maintained. This street will be 31 -feet wide and transition to a privately owned street with a 91 -foot diameter cul-de-sac. The proposed private streets are Degler Lane and the portion of River Rock Drive North that runs east -west. The private streets will be 28 -feet wide within Outlot A and will be owned by the Homeowners Association. Todd Gerhardt • • The Preserve at Bluff Creek Oh Addition September 22, 2014 Page 4 of 10 Degler Lane ends in a hammerhead turn -around. The developer must install appropriate signage per the Minnesota Manual on Uniform Traffic Control Devices at the north end of Degler Lane. Curbs on the public streets will be high -back; curbs on the private streets will be surmountable. The Degler Lane grades at Station 1+00 must be adjusted to meet the 7% maximum allowable slope. Sidewalks adjacent to the private streets and within the privately owned outlots shall be owned and maintained by the Homeowners Association and can be used by the public. Approximately 180 homes from the Preserve at Bluff Creek and Camden Ridge developments have only one access at this time which is via Bluff Creek Boulevard. Staff feels an emergency access to these developments should be provided until the Bluff Creek Boulevard is extended to Powers Boulevard or a secondary access to these developments is made. A temporary construction access already exists on the east side of the development, but has been obstructed by the construction of improvements to Lyman Boulevard. This temporary access needs to be reconnected. The developer and the city will work with Carver County to obtain pennission for a temporary emergency access to Lyman Boulevard. A culvert pipe will be supplied to the developer for this work. The developer must grade the area to make certain the access is traversable by emergency vehicles. The temporary emergency access will be required for two years after the plat is recorded. The temporary emergency access shall also be used for construction access. Staff received many complaints from residents in the Preserve at Bluff Creek about construction traffic when previous additions where under construction. Using the temporary emergency access for construction traffic will also save wear and tear to city public streets. Erosion Prevention & Sediment Control The developer is proposing to disturb an area approximately 6 acres in size. This is part of a common project with an area of approximately 50 acres and adding 22 acres of impervious surface. Previous additions have seen difficulties preventing erosion and containing sediment. Adequate escrow will be necessary to assure compliance with the SWPPP and protection of the sensitive surface water resources downstream of the site. A review of the MPCA website revealed that National Pollution Discharge Elimination System (NPDES) permit C00019096, first issued to the project in June of 2006 was scheduled to have a termination date of 7/17/2010. The applicant must determine that the permit is still active and applicable and provide evidence to the City to this effect. The applicant, Chanhassen Residential LLC, shall be responsible for day-to-day implementation and maintenance of the practices stipulated by the NPDES permit and the SWPPP. The applicant Todd Gerhardt • The Preserve at Bluff Creek 6's Addition September 22, 2014 Page 5 of 10 0 shall assure that the site is compliant with the NPDES permit. All areas disturbed through the project shall have no less than six (6") inches of top soil. This may not be common topsoil borrow as defined by 3877.2 of Minnesota Standards and Specifications for Construction 2014 Addition. The amount of topsoil may be reduced to four (4") inches if Boulevard Topsoil Borrow or Organic Topsoil Borrow is used per same publication. Gradations must be provided to city. Topsoil must be placed prior to placing sod or seeding of areas. No portion of the erosion control or landscape escrow may be released until this is completed. The escrow calculation shall include the volume necessary to cover all lawn area to a depth of six inches based upon MNDOT 2012 average price of Loam Topsoil Borrow plus any other anticipated erosion prevention and sediment control practices. The applicant shall provide a quantities list to the City and incorporate into the SWPPP. Sanitary Sewer and Water Main The proposed water main is 8" C-900. The utilities shown south of Lyman Boulevard are not up-to-date. The developer's engineer shall incorporate the work from the Lyman Boulevard construction plan into the Preserve at Bluff Creek 6'b watermain design. The original staff report for The Preserve at Bluff Creek required an 18 -inch diameter water main be installed on the south side of Lyman Boulevard to the east property line. However, this pipe is no longer required for the City's water system and may be removed from the plans. The proposed sanitary sewer is 8" PVC SDR 35 and 8" C900. Assessments The arterial collector fee is $2,400/acre. The platted land will be 6.12 acres, for a total fee of $14,688. The developer must pay $15,936 for the partial payment of the SAC fees and $45,264 for the partial payment of the WAC fees with the final plat. The remaining SAC and WAC fees shall be collected with the building permit, based on the rates in effect at the time of building permit application. The party applying for the building permit is responsible for payment of that remainder. In 1996 Chanhassen established a Surface Water Management Utility program to fund water quality and drainage improvement projects. This fee is broken into water quantity and water quality and is based upon land use and area. They are calculated as shown in the following table: Area Rate Total Water Quality f 5.567 ac $2,990/ac $16,645.33 Water Qu ti ned 5.567 ac $5,900/ac $32,845.30 Treatment BMP Credit 3.78 ac $2,990 0.5 /ac ($5,651.10 $43,839.53 Todd Gerhardt • • The Preserve at Bluff Creek 6`s Addition September 22, 2014 Page 6 of 10 Landscaping The landscaping plan will follow the proposed plan dated 5/26/10. The landscape security shall be calculated at a rate of 110 percent of the actual value of the improvements. Buffer plantings shall be installed along the property line in the rear of Lots 1-8, Block 2. Landscaping for all lots in the 6' addition shall comply with the landscape plans dated 5/26/10 (see attachment). BUILDING INSPECTIONS The Building Official has reviewed the plans and offers the following comments, which should be included in the conditions of approval: 1. Provide a 1:200 "clean" plat drawing. 2. Demolition permits required for the removal of any existing structures. 3. Submit proposed street-name(s) to Building Official and Fire Marshal for approval. 4. Buildings may be required to be designed by an architect and/or engineer as determined by the Building Official. 5. A final grading plan and soils report must be submitted to the Inspections Division before permits can be issued. 6. Each lot must be provided with separate sewer and water services. 7. The applicant and/or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. 1LI 7 0lu . i . Proposed fire hydrant locations are acceptable. A 3 -foot clear space must be maintained around hydrants. New street names are acceptable. No burning permits will be issued for trees/brush removal. They must be chipped or hauled away. Prior to new home combustible construction, water mains and fire hydrants must be made serviceable. Prior to new home combustible construction, approved street signs shall be installed. Prior to new home combustible construction, fire apparatus access roads capable of supporting the weight of fire apparatus shall be serviceable. Todd Gerhardt • • The Preserve at Bluff Creek 6'h Addition September 22, 2014 Page 7 of 10 PARKS AND RECREATION COMMISSION The payment of full park dedication fees at the rate in force upon final plat approval in lieu of parkland dedication. For 2014 the park dedication fee is $5,800 per dwelling. Based on approval of 28 lots within the 61 Addition, the total fee due and payable with the final plat is $162,400. RECOMMENDATION Staff recommends that the City Council adopt the following motion: "The Chanhassen City Council approves the Final Plat for The Preserve at Bluff Creek 6'h Addition subject to the following conditions: Planning Department 1. All homes shall comply with all standards of the PUD Building Inspections 1. Provide a 1:200 "clean" plat drawing. 2. Demolition permits required for the removal of any existing structures. 3. Submit proposed street-name(s) to Building Official and Fire Marshal for approval. 4. Buildings may be required to be designed by an architect and/or engineer as determined by the Building Official. 5. A final grading plan and soils report must be submitted to the Inspections Division before permits can be issued. 6. Each lot must be provided with separate sewer and water services. 7. The applicant and/or their agent shall meet with the Inspections Division as early as possible to discuss plan review and permit procedures. Enizineering(Water Resources Coordinator The Engineering Department recommends approval of the preliminary plat subject to the following conditions: 1. Outlots containing public utilities — water main, sanitary sewer and storm sewer that conveys runoff from a public street — must have blanket drainage and utility easements over the outlot. Private utilities (e.g. storm sewer that only conveys runoff from a private street) within outlots shall be owned and maintained by the Association. Todd Gerhardt • • The Preserve at Bluff Creek 6`b Addition September 22, 2014 Page 8 of 10 2. The developer must install appropriate signage per the Minnesota Manual on Uniform Traffic Control Devices at the north end of Degler Lane. 3. The developer must work with Carver County along with the city to obtain permission to construct a temporary emergency access to Lyman Boulevard. The developer shall be responsible for making certain the access is passable to emergency vehicles for two years after the plat is recorded. Construction traffic shall also use this access. 4. Fences, extensive landscaping and retaining walls cannot be installed within the drainage and utility easement over the trunk sanitary sewer and water main. 5. The developer must work with staff to ensure that the construction plans comply with the City's standard specifications and that all appropriate detail plates are included in the plan set. 6. Curbs on the public streets will be high -back; curbs on the private streets will be surmountable. 7. The Degler Lane grades at Station 1+00 must be adjusted to meet the 7% maximum allowable slope. 8. Sidewalks adjacent to the private streets and within the privately owned outlots shall be owned and maintained by the Homeowners Association and can be used by the public. 9. The developer's engineer shall incorporate the work from the Lyman Boulevard construction plan into the Preserve at Bluff Creek 6' water main design. 10. The City no longer requires the 18" water main connection south of Lyman Boulevard and it may be removed from the plans. 11. The arterial collector fee is $2,400/acre. The platted land will be 6.12 acres, for a total fee of $14,688. 12. The developer must pay $15,936 for the partial payment of the SAC fees and $45,264 for the partial payment of the WAC fees with the final plat. The remaining SAC and WAC fees shall be collected with the building permit, based on the rates in effect at the time of building permit application. The party applying for the building permit is responsible for payment of that remainder. 13. A wetland buffer with a minimum width of 16.5 feet shall be established and maintained around all wetlands. A planting schedule shall be developed and submitted indicating how the buffer will be established such that it is consistent with City Code. The applicant shall install wetland buffer signs, under the direction of City staff, prior to the issuance of any building permits. Todd Gerhardt • • The Preserve at Bluff Creek 60' Addition September 22, 2014 Page 9 of 10 14. Erosion control blanket shall be installed on all slopes 3:1 or steeper within 14 days unless it has positive drainage towards Bluff Creek. These areas shall be stabilized within 7 days. Blanket within the buffers and bluff creek overlay shall be all natural webbing. 15. All swales shall be stabilized within 24 hours. 16. The city shall be contacted at least 24 hours in advance of any dewatering activities. 17. Street cleaning of soils tracked onto streets shall include daily street scraping and sweeping as -needed and shall be the responsibility of the developer until final build -out of the development or until the city agrees, in writing, to release the developer from their obligation; whichever occurs first. 18. Inlet protection shall be provided on all catch basins and catch basin manholes downstream and tributary of any disturbed area. 19. All lots shall have no less than six (6) inches of topsoil placed prior to installation of sod or seed. No landscaping or erosion control escrow shall be released until this is complete. 20. All lot areas disturbed through the project shall have no less than six (6") inches of top soil as defined by 3877.2 of Minnesota Standards and Specifications for Construction 2014 Addition. This may not be common topsoil borrow. The amount of topsoil may be reduced to four (4") inches if Boulevard Topsoil Borrow or Organic Topsoil Borrow is used per same publication. Gradations must be provided to city. Topsoil must be placed prior to placing sod or seeding of areas. No portion of the erosion control or landscape escrow may be released until this is completed. 21. The applicant shall provide a list of all anticipated erosion prevention and sediment control practices shall be listed in the SWPPP with estimated quantities. This shall include the volume of topsoil necessary to comply with condition 19. These quantities shall be used to determine the erosion control escrow. 22. The Surface Water Management connection charge due at final plat is equal to $43,839.53. Fire Marshal Proposed fire hydrant locations are acceptable. A 3 -foot clear space must be maintained around hydrants. 2. New street names are acceptable. 3. No burning permits will be issued for treesibrush removal. They must be chipped or hauled away. 4. Prior to new home combustible construction, water mains and fire hydrants must be made serviceable. Todd Gerhardt • • The Preserve at Bluff Creek 6'h Addition September 22, 2014 Page 10 of 10 5. Prior to new home combustible construction, approved street signs shall be installed. 6. Prior to new home combustible construction, fire apparatus access roads capable of supporting the weight of fire apparatus shall be serviceable. Environmental Resources Coordinator 1. The landscaping plan will follow the proposed plan dated 5/26/10. 2. The landscape security shall be calculated at a rate of 110 percent of the actual value of the improvements. Buffer plantings shall be installed along the property line in the rear of Lots 1-8, Block 2. 3. Landscaping for all lots in the Ob addition shall comply with the landscape plans dated 5/26/10 Parks and Recreation Department 1. The payment of full park dedication fees at the rate in force upon final plat approval in lieu of parkland dedication. For 2014, the park dedication fee is $5,800 per dwelling. Based on approval of 28 lots within the 6' Addition, the total fee due and payable with the final plat is $162,400. ATTACHMENTS 1. Application. 2. The Preserve at Bluff Creek 61 Addition Final Plat. 3. Lot Area Tabulation. 4. Lot Impervious Coverage Analysis. 5. Lot Study Sketch. 6. Lot Type Exhibit. 7. Landscaping Plan. gAplan\2006 planning cases\06-14 the pre eTmal plat documents -6th addi[ica%th addition fp cc update -Am COMMUNITY DEVELOPMENT DEPARTMENT JULCITY OF CHANHASSEN Planning Division - 7700 Market Boulevard ` 3 1 /. Mailing Address - P.O. Box 147, Chanhassen, MN 55317 Phone: (952) 227-1300 / Fax: (952) 227-1110 1111 APPLICATION FOR DEVELOPMENT REVIEW ''I Date Filed: -1 --2)1 - �T G�&9 a 8eedline:'I-8' I Planner. F --J-< Case#:�`O ❑ Comprehensive Plan Amendment ......................... $600 ❑ Minor MUSA line for failing on-site sewers ..... $100 ❑ Conditional Use Permit ❑ Single -Family Residence ................................ $325 ❑ All Others......................................................... $425 ❑ Interim Use Permit ❑ In conjunction with Single -Family Residence.. $325 ❑ All Others......................................................... $425 ❑ Rezoning ❑ Planned Unit Development (PUD) .................. $750 ❑ Minor Amendment to existing PUD ................. $100 ❑ All Others......................................................... $500 ❑ Sign Plan Review...................................................$150 ❑ Site Plan Review ❑ Administrative ..................................................$100 ❑ Commercial/Industrial Districts'......................$500 Plus $10 per 1,000 square feet of building area 'Include number of existing employees: and number of new employees: ❑ Residential Districts.........................................$500 Plus $5 per dwelling unit ADDITIONAL REQUIRED FEES: ❑ Notification Sign ................................................... $200 (City to install and remove) ❑ Property Owners' List within 500' ........ $3 per address (City to generate - fee determined at pre -application meeting) ❑ Escrow for Recording Documents.. $50 per document (CUP/SPRNACNARMAP/metes & Bounds Subdivision) ✓❑ Subdivision ❑ Create 3 lots or less ........................................ $300 ❑ Create over 3 lots .......................$600 + $15 per lot ❑ Metes & Bounds .........................$300 + $50 per lot ❑ Consolidate Lots..............................................$150 ❑ Lot Line Adjustment.........................................$150 ❑✓ Final Plat`........................................................$250 'Requires additional $450 escrow for attorney costs. Escrow will be required for other applications through the development contract. ❑ Vacation of Easements/Right-of-way................... $300 (Additional recording fees may apply) ❑ Variance...............................................................$200 ❑ Wetland Alteration Permit ❑ Single -Family Residence...............................$150 ❑ All Others .......................................................$275 ❑ Zoning Appeal ...................................................... $100 ❑ Zoning Ordinance Amendment ............................ $500 NOTE: When multiple applications are processed concurrently, The appropriate fee shall be charged for each application. (Refer to the appmonate Application Checklist for required submittal information that must accompany this application) TOTAL FEES: Received from Project Name: The Preserve at Bluff Creek 6th Addition I C%,c� a 109 0LPP1l,CCcn+ -1-3(-I`i Check Number: Q IcR Property Address or Location: North of River Rock Dr. N. and Degler Circle Parcel #: Total Acreage: 6.12 Present Zoning: PUDR Legal Description: Outlot A, The Preserve at Bluff Creek 4th Wetlands Present? ❑ Yes 0 No Requested Zoning: N/A Present Land Use Designation: PDDR Requested Land Use Designation: Existing Use of Property: Vacant - Preliminary Platted - Rough Graded Description of Proposal: Request for Final Plat Approval ❑ Check box if separate narrative is attached Section 3: Property Owner and Applicant Information APPLICANT OTHER THAN PROPERTY OWNER: In signing this application, I, as applicant, represent to have obtained authorization from the property owner to file this application. I agree to be bound by conditions of approval, subject only to the right to object at the hearings on the application or during the appeal period. If this application has not been signed by the property owner, I have attached separate documentation of full legal capacity to file the application. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name: Chanhassen Residential Development Partners, LLC Address: One Corporate Center III, Suite 300 7300 Metro Blvd City/State/Zip: Edina, MN 55439 Email: tbaum artner wilkersonhegna.com Signature: Contact: Todd Baumgartner Phone: (952) 897-1707 Cell: Fax: Date: PROPERTY OWNER: In signing this application, I, as property owner, have full legal capacity to, and hereby do, authorize the filing of this application. I understand that conditions of approval are binding and agree to be bound by those conditions, subject only to the right to object at the hearings or during the appeal periods. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name: Degler Land Company, LLC Contact: Guy !e D 4zlc- Address: 5 y / !in < u; •e u c T Phone: 5 A ' 416 J -7o k 7 City/State/Zip: C 6 q ) i),ig5•°,1 /lliiro . Cell: 6.S1 - 3 y/-!3 79 Email: %dorieri !®9mWr.c �.ar Signature: =i224 Fax: Date: b' - G - / y This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before fling this application, refer to the appropriate Application Checklist and confer with the Planning Department to determine the specific ordinance and applicable procedural requirements. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. PROJECT ENGINEER (if applicable) Name: Westwood Professional Services Address: 7699 Anagram Dr. City/State/Zip: Eden Prairie, MN 55344 Email: fran.hagen@westwoodps.com Contact: Fran Hagen, PE Phone: (952) 937-5150 Cell: Fax: (952) 937-5822 Section 4: Notification Information Who should receive copies of staff reports? 'Other Contact Information: Property Owner Via: ❑ Email I] Mailed Paper Copy Name: ❑✓ Applicant Via: IR Email ❑ Mailed Paper Copy Address: ❑✓ Engineer Via: ❑✓ Email ❑ Mailed Paper Copy City/State/Zip: ❑ Other' Via: ❑ Email ❑ Mailed Paper Copy Email: FILE PRESERVE AT BLUFF CREEK 6TH ADDI TION C.R.TDOC. NO. snn O. xw�r M� I ...w w. .www xe�xrw re..„rwr„„.wnww,rM sm•mYri ex 'g o�3 1 Ire B"w .[� r I@ 'Y I ti I IR � «� „v�l+a[w�rn uS vvrw,v,w.ur wxr wwx ,+rw x�w�.x „„,bw eY rsw„raw rM_bvl I ^II t 9 &{ 4 i I: S i it exal Ire m„„e uv r III rI r. Ir rr OUYLOT A II � d'� .xxlr eur[..—r a,, --" +' r _____ .I •.' �� a T„,�—� .e.l.„r...n„e.„r.r .. ... r P r '1 ..✓.�.T ays Ii lenvrxrr r„W.r1n Mb.,xM bn u i ��xwy ✓h 3 � � ea✓,/,P v_R IV------- ” CY �[sivrrlvM fx.x [wIM YwW d ax u 0 rw.0 I -- r li ! � • � � „amu. `°^ `u" --- ..ror xl A r s see .s.'u rears `�"� n ruw r-- _• Wee'a am III I.' warn er wee. „r,..w I . ttt � ri SY 3.41 I.]M x • k r .d.ro....me.— LS 1M SMMM „IM IAE9eK I%w QOF eM I MYwbbRl e. r I .YrP'M' eln . avnJ re M x elvNYr' [ [ L � MrM/M/}}y lexyyuv rq t]Gfl � � ubN,e�d �xlw aC..M.Wv.e MMlr�bl .ten �M„d,nW„O.ILkwe „ •r M txN av nlwl Westwood erohwwr.i serval, llrc 0 PRESERVE AT BLUFF CREEK 6TH ADDITION 3111• Parcel Area Report Project Name: P:\0004181.00\dwg\Survey\0004181 CPF06.dwg Report Date: 7/1/2014 1:28:56 PM CITY R�ECEIIlt=CR 1'D JUL 31 2014 C*MVMMRAWM06 Client: Chanhassen Residential Project Description: Prepared by: SRS Parcel Name Square Feet Acres Block 1 Lot 1 7200.000 0.165 Block 1 Lot 2 7200.000 0.165 Block 1 Lot 3 7200.000 0.165 Block 1 Lot 4 7203.011 0.165 Block 1 Lot 5 7356.529 0.169 Block 1 Lot 6 7464.703 0.171 Block 2 Lot 1 7800.000 0.179 Block 2 Lot 2 7200.000 0.165 Block 2 Lot 3 7200.000 0.165 Block 2 Lot 4 7200.000 0.165 Block 2 Lot 5 7350.078 0.169 Block 2 Lot 6 8441.941 0.194 Block 2 Lot 7 7973.336 0.183 Block 2 Lot 8 8485.678 0.195 Block 2 Lot 9 8520.000 0.196 Block 2 Lot 10 9230.000 0.212 Block 2 Lot 11 8520.000 0.196 Block 2 Lot 12 8520.000 0.196 Block 3 Lot 1 6420.000 0.147 Block 3 Lot 2 7812.143 0.179 Block 3 Lot 3 7592.856 0.174 Block 3 Lot 4 7231.740 0.166 Block 3 Lot 5 8340.801 0.191 Block 3 Lot 6 7800.000 0.179 Block 3 Lot 7 6835.714 0.157 Block 3 Lot 8 8125.714 0.187 Block 3 Lot 9 8156.889 0.187 Block 3 Lot 10 6833.870 0.157 Outlot A 27416.001 0.629 River Rock Drive North 24070.977 0.553 Total Boundary 266701.982 6.12 0200e wntwood ProfeW.0 SwMom Inc. wee sane Mhslwmd-..�..++m. �� Pemtom Land Co. r o..r rwr I Edea hdew, lfnmde 33311 Site Impervious Coverage Calculations Total Site Area 79.66 t cc. Site impervious Components: Streets 8.37 oc. Sidewalks 1.24 cc. Trolls 1.68 ac. Homes & Drives 10.61 cc. Overall impervious Coverage 22.11 ac. (27.7X) Allowable Impervious Coverage 2396 cc. (30.0X) Excess Impervious Coverage 1.85 ac. (80,586 sr) Maximum Impervious Area tar Homes & Drims 12.67 ac. (551,905 st) (Excess coverage allotted to homesites) Allowable Impervious Coverage per Lot 4631 of (551.905 st Maximum Homes and Drives area / 152 homes) Additional Imp. Coverage Potential per Lot 571.+ s/ (J,631 st Maximum — 3,060 typical coverage) X 0.es 4/77/06se.e 1 or 1 Thex-xx 2D0311101m .owc Impa Preserve ` o r p Ara ° I coo«� .+1�� OWA r mhawww @`Mbit A 0 0 I *o M }(m� y 4v 3N q 6x I � I *o VACANT LAND PURCHASE AGREEMENT 1. PARTIES. This Purchase Agreement is made by and between the ECONOMIC DEVELOPMENT AUTHORITY IN AND FOR THE CITY OF CHANHASSEN, a political subdivision of the State of Minnesota municipal corporation, located at 7700 Market Boulevard, Chanhassen, Minnesota 55317 ("Seller"), and HALIFAX DEVELOPMENT LLC, a Minnesota limited liability company, located at 4201 East Yale Ave Suite 200, Denver, CO 80222 ("Buyer"). 2. OFFER/ACCEPTANCE. Buyer offers to purchase and Seller agrees to sell real property located in the City of Chanhassen, County of Carver, State of Minnesota, as legally described in Exhibit "A" attached hereto and incorporated herein, together with all rights, easement and appurtenances pertaining thereto and all improvements, landscaping and foliage thereon (referred to herein as the "Property"). 3. PRICE AND TERMS. The price for the Property included in this sale is Two Hundred Forty Thousand and No/100 Dollars ($240,000.00) ("Purchase PriceL):, which; Buyer shall pay as follows: (i) Five Thousand and no/100 ($5,000.00) Dollars earnest money upon the execution of this Agreement, which will be held in escrow by Land Title, Inc. ("Title") and applied to the Purchase Price at Closing; and (ii) The balance of Two Hundred Thirty Five Thousand and No/100 Dollars ($235- 0,000.00) in immediately available funds on the Date of Closing. The Purchase Price is based on Property consisting of 30,000 net square feet at a price of $8.00/per net square foot. "Net square feet" means the square footage of the Property net of any existing or known future public roadways, public right of way, easements, floodplain, waterways and wetlands. The Purchase Price shall be modified to reflect any change in the net square feet based 4BayeFebteiflson a Seller survey of the Property conducted by a registered land surveyor in the State of Minnesota, at Buyer's expense. 4. DEED/MARKETABLE TITLE. Upon performance by Buyer, Seller shall execute and deliver a Limited Warranty Deed conveying marketable title of record, subject to: A. Reservations of minerals or mineral rights by the State of Minnesota, if any; B. Building and zoning laws, ordinances, state and federal regulations; C. Any easements or agreements required pursuant to Section 8B of this Agreement; and D. Any other matters consented to by Buyer in writing or not timely objected to by Buyer. 1,1,.,.,43.2 171443v5 J 5. REAL ESTATE TAXES AND SPECIAL ASSESSMENTS. A. Prior Years' Delinquent Real Estate Taxes and Delinquent Special Assessments. Delinquent real estate taxes payable in years prior to the year of Closing and delinquent installments of special assessments certified for collection with real estate taxes payable in years prior to the year of Closing, together with penalty, interest and costs, shall be paid by Seller not later than the Date of Closing. B. Real Estate Taxes Payable in the Year of Closing. Seller and Buyer shall prorate A general real estate taxes due and payable on or pertaining to the Property in the year in which the Date of Closing occurs on a per diem basis. If the Property is a portion of one tax parcel, the prorated taxes payable herein shall be determined on a proportionate square footage basis. Seller shall pay on or before the Date of Closing all levied and pending special assessments associated with the Property as of the date of this Agreement. Seller shall pay penalty, interest and costs on any delinquent installment of taxes and special assessments payable in the year of Closing. C. Certified Special Assessments. All installments of special assessments certified for payment with the real estate taxes payable on the Property in the year of Closing shall be paid by Seller at Closing. ARE THERE ANY? D. All Other Levied Special Assessments. Seller shall pay on the Date of Closing all other special assessments levied against the Property as of the date of this Purchase Agreement. ARE THERE ANY? 6. SELLER'S BOUNDARY LINE, ACCESS, RESTRICTIONS AND LIEN WARRANTIES. Seller warrants that buildings on adjoining real property, if any, are entirely outside of the boundary lines of the Property. Seller warrants that there has been no labor or material famished to the Property for which payment has not been made. Seller warrants that there are no present violations of any restrictions relating to the use or improvement of the Property. These warranties shall survive the delivery of the Limited Warranty Deed. 7. ACCESS PRIOR TO CLOSING. Upon reasonable notice to Seller, Buyer and Buyer's authorized agents shall have the right during the period from the date of this Agreement to the Date of Closing to enter in and upon the Property in order to make, at Buyer's expense, surveys, measurements, soil tests and other tests that Buyer shall deem necessary. Buyer agrees to restore any resulting damage to the Property and to indemnify, hold harmless and defend Seller from any and all claims by third persons of any nature whatsoever arising from Buyer's right of entry hereunder, including all actions, proceedings, demands, assessments, costs, expenses and attorneys' fees. Buyer shall not perform any invasive testing of the Property without Seller's prior written consent. Seller's consent may be conditioned upon any reasonable restrictions that Seller deems necessary. Buyer shall provide to Seller a copy of any such surveys, measurements, soil tests or other tests within five (5) days after receipt. ,,,T_;;z 2 1714430 8. POSSESSION. Seller shall deliver possession of the Property not later than the actual Date of Closing. 9. TITLE INSURANCE BY SELLER. Seller shall, within twenty-one (21) days of the date of this Agreement, furnish Buyer with a commitment for an Owner's Policy of Title Insurance ("Commitment") in the full amount of the Purchase Price issued by Title, certified to date to include proper searches covering bankruptcies, state and federal judgments and liens, by which said company commits to issue its policy of title insurance that insures that at closing Buyer shall have good, marketable and insurable title of record to the Property, free and clear of all liens, encumbrances, leases, claims and charges (except any permitted encumbrances). Buyer shall be allowed thirty (30) days after the receipt of the title commitment for examination of title and making any objections, which shall be made in writing or deemed waived. 10. TITLE CORRECTIONS AND REMEDIES. If any title objection is made by Buyer, Seller shall use its best efforts to make such title marketable within one hundred twenty (120) days from its receipt of Buyer's written objection. Marketability of title shall be determined according to Minnesota statues, Minnesota case law decisions, and the standards of Minnesota title standards. Pending correction of title, the payments hereunder required shall be postponed, but upon correction of title and within ten (10) days after written notice, Buyer shall perform as provided in this Agreement. If said title is not marketable and is not made so within the time provided for herein, Buyer may either: (i) terminate this Purchase Agreement by giving written notice by registered mail to Seller, in which event this Purchase Agreement shall become null and void and neither party shall be liable for damages hereunder to the other party and the Earnest Money shall be returned to Buyer, or (ii) elect to accept title in its unmarketable condition by giving written notice by registered mail to Seller, in which event the Limited Warranty Deed to be delivered at Closing Date shall except such objections. 11. NOTICES. Any notices required or permitted to be given hereunder shall be in writing and shall be effective (i) when delivered personally, (ii) when received by overnight courier service or facsimile communications (provided that a copy of such notice is deposited in the United States mail within one (1) business day of the facsimile transmission) or (iii) three (3) days after being deposited in the United States Mail (sent certified or registered, return receipt requested), in each case addressed as follows (or to such other address as the parties hereto may designate in the manner set forth herein): If to Buyer: Halifax Development, LLC 4201 East Yale Ave Suite 200 Denver, CO 80222 If to Seller: Chanhassen EDA 7700 Market Boulevard 1,.�;i 3 171443v5 Chanhassen, Minnesota 553155317 with a copy to: Campbell Knutson, P.A. 1380 corporate Center Curve, suite 317 Eagan, Minnesota 55121 Facsimile: 651-452-5550 Attn: Andrea McDowell Poehler 12. MINNESOTA LAW. This contract shall be governed by the laws of the State of Minnesota. 13. WELL DISCLOSURE. [Check one of the following: j X Seller certifies that Seller does not know of any wells on the Property. Wells on the Property are disclosed by Seller on the attached Well Disclosure form. 14. DISCLOSURE OF INDIVIDUAL ON-SITE SEWAGE TREATMENT SYSTEM. [Check one of the following: J X Seller certifies that Seller does not know of any individual on-site sewage treatment systems on the Property. —Individual on-site sewage treatment systems on the Property are disclosed by Seller on the attached Disclosure form. 15. SELLER'S COVENANTS, REPRESENTATIONS AND WARRANTIES. 1,144._ 1714430 A. Seller as part of the consideration therefore, represents, warrants, and covenants with Buyer and its successors and assigns that: (1) Seller warrants and represents to Buyer that, to Seller's knowledge, without investigation, no entity or person has, at any time: a) "released" or actively or passively consented to the "release" or "threatened release" of any Hazardous Substance (as defined below) from any "facility" or "vessel" located on or used in connection with the Property or adjacent tracts in violation of applicable laws; or b) taken any action in "response" to a "release" in connection with the Property or adjacent tracts; or c) otherwise engaged in any activity or omitted to take any action which could subject Seller or Buyer to claims for intentional or negligent torts, strict or absolute liability, either pursuant to statute or common law, in connection with Hazardous Substances (as defined below) located in or on the Property or adjacent tracts, including the generating, transporting, treating, storage, or manufacture of any Hazardous Substance (as defined below) in violation of applicable law. The terms set within quotation marks 0 A above shall have the meaning given to them in the Comprehensive Environmental Response and Liability Act, 42 U.S.C. Sec. 9601 et M., as amended ("CERCLA") and any state environmental laws. (2) Seller is the fee owner of the Property and has the present full authority and power to execute this Agreement and, on or prior to the Date of Closing, Seller shall have the full authority and power to close the sale of the Property. (3) There is no action, litigation, investigation, condemnation or proceedings of any kind pending, or to the best of the knowledge of Seller, threatened against Seller with regard to the Property. (4) Seller has good, marketable, insurable title to the Property, free and clear of all liens, encumbrances, claims and charges. (5) Seller is not foreign persons as defined in §14450(3) of the Internal Revenue Code or regulations issued thereunder. B. All of Seller's covenants, representations and warranties in this Agreement shall be true as of the date hereof and of the Closing Date, and shall be a condition precedent to the performance of Buyer's obligations hereunder. If Buyer discovers that any such covenant, representation, or warranty is not true, Buyer may elect prior to Closing, in addition to any of its other rights and remedies, to cancel this Agreement, or Buyer may postpone the Closing Date up to ninety (90) days to allow time for correction. If Buyer elects to proceed with the Closing following such discovery, Buyer shall be deemed to have waived its rights to assert a claim against Seller arising from the inaccuracy or untruthfulness of any such covenant, representation, or warranty. C. Seller shall provide to Buyer within ten (10) days of the execution of this Agreement, true and correct copies of any existing environmental assessment reports, soil reports and results of all soil tests and environmental audits, surveys, permits, licenses, leases, and complete copies of all contracts currently affecting the Property readily available or in the possession of Seller, and notices received within the last ninety (90) days from the city, state or other governmental authorities pertaining to uncured violations of any law, ordinance or regulation ("Due Diligence Documents"). D. PROTECTED HISTORICAL SITES. [Select either (1) or (2) below:] _ Seller represents that Seller does not know if there are historical, native American, or archeological materials on or in the property that might be protected by law. X Seller represents to the best of Seller's knowledge that the property does not have any American Indian burial grounds, other human burial grounds, 171�i 5 17W3v5 N ceremonial earthworks, historical materials, and/or other archeological sites that are protected by federal or state law. Buyer's obligation to close is contingent upon Buyer determining to Buyer's satisfaction that the property does not have any American Indian burial grounds, other human burial grounds, ceremonial earthworks, historical materials, and/or other archeological sites that are protected by federal or state law. 16. CLOSING. The Closing Date of this transaction shall take place no later than thirty (30) days after expiration of the Contingency Period, hereinafter defined, (the "Closing" or "Closing Date"). The Closing Date may be accelerated by mutual agreement of the parties if all contingencies contained herein are satisfied prior to conclusion of the Contingency Period. At closing, Seller and Buyer shall deliver to one another the instruments specified herein. The closing shall be at a location designated by Seller. Unless otherwise agreed by the parties in writing, in the event that any of the contingencies provided for in this Agreement are not satisfied prior to the Date of Closing, this Agreement shall be null and void and of no further force and effect. At closing, Seller and Buyer shall disclose their Social Security Numbers or Federal Tax Identification Numbers for the purposes of completing state and federal tax forms. 17. CLOSING DOCUMENTS. 1,T,4,,_ 1714430 A. At the Closing, Seller shall execute and/or deliver to Buyer the following (collectively the "Closing Documents"): (1) Limited Warranty Deed. A Limited Warranty Deed in recordable form and reasonably satisfactory to Buyer, which shall include the following well representations: "Seller certifies that the Seller does not know of any wells on the described Property." (2) Seller's Affidavit. A standard form affidavit by Seller indicating that on the date of Closing there are no outstanding, unsatisfied judgments, tax liens or bankruptcies against or involving Seller or the Property; that there has been no skill, labor or material furnished to the Property for which payment has not been made or for which mechanic's liens could be filed; and that there are no other unrecorded interests in the Property. (3) Non -Foreign Person Certification. A certification in form and content satisfactory to the parties hereto and their counsel, properly executed by Seller, containing such information as shall be required by the Internal Revenue Code, and the regulations issued thereunder, in order to establish that Seller is not a "foreign person" as defined in §1445(f)(3) of such Code and such regulations. (4) Storage Tanks. If required, an affidavit with respect to storage tanks pursuant to Minn. Stat. § 116.48. 0 (5) Well Certificate. If there is a well located on the Property, a well disclosure certificate in form and substance true to form for recording. (6) Certification. A certification that the representations and/or warranties made by Seller are materially the same as were in existence on the date of this Agreement or noting any changes thereto; (7) Easements/Agreements. Any easements or other agreements required pursuant to Section 19(B). (8) Other Documents. All other documents reasonably determined by either party endor the title insurance company to be necessary to transfer and provide title insurance for the Property. B. At the Closing, Buyer shall execute and deliver to Seller the following: (1) Easements/Agreements. Any easements or other agreements required pursuant to Section 19(B); (2) Payment. Payment of the Purchase Price; and (3) Other Documents. All documents reasonably determined by either party or the title insurance company to be necessary to provide title insurance for the Property. 18. CLOSING COSTS. The following costs relating to the closing of this transaction shall be paid as follows: A. Buyer shall pay at Closing: (1) Recording fee and conservation fee attributable to the Limited Warranty Deed; (2) The premium for owner's title insurance, including survey coverage; (3) One-half the closing fee charged by the Title Company; (4) The cost of the Circulation Study:; (5) Cost of a survey of the Property; and (6) All costs associated with platting and development of the Property. B. Seller shall pay at Closing: 171443.,2 1714430 7 F1 (1) State Deed Tax; (2) Recording fees for all documents determined to be necessary to transfer marketable title to the Buyer; (3) All costs of obtaining a title insurance commitment; (4) One-half the closing fee charged by the Title Company. 19. CONTINGENCIES AND ADDITIONAL TERMS. A. Buyer's Contingencies. The Buyer's obligations under this Agreement are expressly contingent upon Buyer's satisfaction with each of the following conditions: (1) Buyer determining on or before the Contingency Date, that it is satisfied, in its sole discretion, with the results of matters disclosed by any survey or by any environmental/engineering investigation or testing of the Property performed by Buyer or Buyer's agent. By executing this Agreement, Seller hereby authorizes Buyer to enter upon the Property at reasonable times to conduct the investigations and/or tests described herein. Buyer shall be solely responsible for all environmental tests and shall hold Seller harmless from any such costs and shall indemnify Seller for breach of this provision including reasonable attorneys' fees. (2) Buyer determining on or before the Contingency Date-, that it is satisfied in its sole discretion, with the results of matters disclosed by the Due Diligence Documents. (3) Buyer entering into a purchase agreement and access and utility easement agreement with Target Corporation and satisfying all the contingencies contained in such purchase agreement. (4) Buyer obtaining all permits, licenses, variances and approvals, including, without limitation, obtaining can access and construction easement from Target and other adjacent properties, platting, site plan and zoning approvals, for Purchasers intended development of the Property. The "Contingency Date" shall be 180 days after the Effective Date of this Agreement. If any of the foregoing contingencies have not been satisfied in Buyer's sole discretion, or waived by Buyer, on or before the Contingency Date, then this Agreement may be terminated, at Buyer's option, by written notice from Buyer to Seller at any time prior to the Contingency Date. Such notice of termination may be given at any time on or before the Contingency Date. Upon such termination the Earnest Money shall be immediately returned to Buyer and upon such return, neither party will have any further rights or obligations regarding this Agreement or the Property. The contingencies set forth in this section are for the sole and /7714442 171443v5 a exclusive benefit of Buyer, and Buyer shall have the right to waive the contingencies by giving notice to Seller. Buyer may elect to extend the above referenced Contingency Date for an additional 90 -day period by so notifying Seller in writing of its election to do so prior to the expiration of the preceding Contingency Date and depositing an additional $5,000 into escrow with Title as additional Earnest Money. 171443v5 B. Seller's Contingencies. The Seller's obligations under this Agreement are expressly contingent upon Seller's satisfaction with each of the following prior to Closing: (1) Buyer obtaining and Seller review and approval of a circulation study prepared by a traffic engineer approved by both parties based on Buyer's proposed use of the Property, to include the following areas: (i) internal operations of the main Target Drive off of 78`s Street West, (ii) existing signal at the main Target Drive and 78`h Street West and (iii) t4wningpiming and interconnect of the signal identified in (ii) above and the existing signal at Powers Blvd and West 78`s Street. ("Circulation Study"); (2) Seller establishing any easements or additional right of way over the Property, including any necessary cross -access easements over the Property or abutting parcels, that Seller deems necessary based on the results of the Circulation Study; (3) Buyer and Seller entering into any additional agreements for the payment of any public improvements deemed necessary by Seller based on the results of the Circulation Study. 4) On or before the Closing Date. Buver closing on a purchase agreement with the property owner to the east of the Property for acquisition of additional Property as generally depicted in the Exhibit B attached hereto ("Additional Property") that is necessary for Buyer's proposed development of the Property; 5 Buyer obtaining preliminary and final plat approval for the Property together with the Additional Property and recording the plat simultaneously with the Closing; (6) Buyer obtaining site plan approval from the City of Chanhassen for development of the Property and Additional Property ("Site Plan Approval"); The "Contingency Date" shall be 180 days after the Effective Date of this Agreement. If any of the foregoing contingencies have not been satisfied in Seller's sole discretion, or waived by Seller, on or before the Contingency Date, then this Agreement may be W, terminated, at Buyer's option, by written notice from Seller to Buyer at any time prior to the Contingency Date. Such notice of termination may be given at any time on or before the Contingency Date. Upon such termination the Earnest Money shall be immediately returned to Buyer and upon such return, neither party will have any further rights or obligations regarding this Agreement or the Property. The contingencies set forth in this section are for the sole and exclusive benefit of Seller, and Seller shall have the right to waive the contingencies by giving notice to Buyer. C. Condemnation. If, prior to the Closing Date, eminent domain proceedings are commenced against all or any part of the Property, Seller shall immediately give notice to Buyer of such fact and at Buyer's option (to be exercised within ten (10) days after Seller's notice), this Agreement shall terminate, in which event neither party will have further obligations under this Agreement and the Earnest Money shall be refunded to Buyer. If Buyer shall fail to give such notice, there shall be no reduction in the Purchase Price, and Seller shall assign to Buyer at the Closing Date all of Seller's right, title and interest in and to any award made or to be made in the condemnation proceedings. Prior to the Closing Date, Seller shall not designate counsel, appear in, or otherwise act with respect to the condemnation proceedings without Buyer's prior written consent. D. Broker's Commission. Seller and Buyer represent and warrant to each other that they have dealt with no brokers, finders or the like in connection with this transaction, and agree to indemnify each other and to hold each other harmless against all other claims, damages, costs or expenses of or for any fees or commissions resulting from their separate actions or agreements regarding the execution or performance of this Agreement, and will pay all costs of defending any action or lawsuit brought to recover any such fees or commissions incurred by the other party, including reasonable attorneys' fees. E. Assignment. Buyer may assign its rights under this Agreement without the prior written consent of Seller, but shall provide written notice of such assignment to Seller prior to Closing. F. Default. If either party shall default in any of their respective obligations under this Purchase Agreement, the other party, by notice to such defaulting party specifying the nature of the default and the date on which this Purchase Agreement shall terminate (which date shall not be less than thirty (30) days after the giving of such notice), may terminate this Purchase Agreement, and upon such date, unless the default so specified shall have been cured, this Purchase Agreement shall terminate. In the case of any default by the Buyer, Seller may terminate this Purchase Agreement as provided above, and upon such termination, the Earnest Money shall be forfeited to Seller as agreed and final liquidated damages. In the case of any default by Seller, upon termination of this Purchase Agreement, the Earnest Money, and all interest accrued thereon, shall be returned to Buyer, without prejudice to any other legal or equitable right or remedy of Buyer against Seller including, but not limited to specific performance and damages such damages not exceed $10,000. G. "AS IS" Purchase. Except as set forth in this Purchase Agreement or any document contemplated hereby, (i) the Property is being sold, conveyed, assigned, transferred 1714,ALA 0.0].O 10 171443v5 and delivered "as is, where is" on the date hereof, and in its condition on the date hereof, `with all faults," and Seller is not making, and expressly disclaims, any other representation or warranties written or oral, statutory, express or implied, concerning the Property, including but not limited to, representations or warranties relating to value or quality of the Property or with respect to this Purchase Agreement or the transactions contemplated hereby or thereby, and (ii) Seller specifically disclaims any representation or warranty of merchantability, usage, suitability or fitness for any particular purpose with respect to the Property or any part thereof, or as to the workmanship thereof, or the absence of any defects therein, whether latent or patent. H. Survival. All of the terms of this Agreement will survive and be enforceable after the Closing. I. Effective Date. The "Effective Date" of this Agreement shall be the date of execution by the date upon which it is accepted and executed by the party to whom the offer is made. J. Counterparts. This Agreement may be executed in any number of counterparts or by facsimile, each of which will be deemed to be an original, but all of which, when taken together, constitute the same instrument. 20. TIME IS OF THE ESSENCE. Time is of the essence for all provisions of this Purchase Agreement. 21. MULTIPLE ORIGINALS. Seller and Buyer have signed two (2) originals of this Purchase Agreement. I agree to sell the Property for the price and terns and conditions set forth above. SELLER: ECONOMIC DEVELOPMENT AUTHORITY IN AND FOR THE CITY OF CHANHASSEN /din '.,T, 433.._ 11 171443v5 I agree to purchase the Property for the price and terms and conditions set forth above. BUYER: HALIFAX DEVELOPMENT, LLC By: Its: 1,1443.2 12 171443v5 EXHIBIT A Legal Description of ProperA, To be final platted at closing as a portion of Lot Block Addition 1'71 443%,2 13 1714430 EXHIBIT B Depiction of Property to be Acquired "�- 14 171443v5 CITY OF C9AIVHASSEN 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 952.227.1110 Building Inspections Phone: 952.227.1180 Fax: 952.227.1190 Engineering Phone: 952.227.1160 Fax: 952.227.1170 MEMORANDUM TO: Mayor & City Council FROM: Todd Gerhardt, City Manager DATE: May 12, 2014 owl SUBJ- Approve Purchase Agreement with Halifax Development LLC for Redevelopment of Chanhassen Retail Second Addition PROPOSED MOTION: "Che City Council approves the Vacant Land Purchase Agreement between the City of Chanhassen and Halifax Development LLC in the amount of approximately $240,000, or $8.00 per square foot for purchase of excess right- of-way associated with the Chanhassen Retail Second Addition. Approval requires a simple majority vote of the city council. Finance Attached please find a Vacant Land Purchase Agreement between the City of Phone: 952.227.1140 Chanhassen and Halifax Development LLC. Hans Kuhlman is representing Halifax Fax: 952.227.1110 Development which is out of Denver, Colorado. Park & Recreation Phone: 952.227.1120 Fax: 952.227.1110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.227.1404 Planning & Natural Resources Phone: 952.227.1130 Fax: 952.227.1110 Public Works 7901 Park Place Phone: 952.227.1300 Fax: 952.227.1310 Senior Center Phone: 952.227.1125 Fax: 952.227.1110 Web Site www.ci.chanhassen.mn.us PROPOSED REDEVELOPMENT PLANS Currently, the outlot for the Chanhassen Retail Second Addition is 1.46 acres. The purchase is for approximately 30,000 square feet of this property. This property will be platted with a portion of the Target parking lot. The intended use is a 2,610 square - foot restaurant pad. The property is zoned Central Business District. The site conforms to all of the city's zoning regulations. Halifax Development LLC is required to do a minor traffic study and proceed through the city's subdivision and site plan review process. The subject property is currently in the name of the Chanhassen HRA. Prior to closing the property will be conveyed to the city from the HRA via quit claim deed. REDEVELOPMENT PROS AND CONS Pros • Could boost tax revenues: 2014 Tax Estimates: Total - Current Development Pays $0 - After Redevelopment $19,500 lti�l �4o Y1�c,Un� r i Cl"d Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow Mayor & City Council Purchase Agreement with Halifax Development LLC May 12, 2014 Page 2 More Job Opportunities: In addition to the construction jobs created by the redevelopment, a minimum of 16 new jobs would be created by the new tenants. Cons • Potential traffic increase on Target Lane. • The excess right-of-way is not buildable in its current configuration. The area is better served by combining the two parcels for one larger development. PURCHASE AGREEMENT TERMS Purchase Price: $240,000 ($8.00 per square foot x 30,000.) Closing: No later than May 6, 2015 Contingency: Sale is contingent upon the project receiving site plan approval from the city Staff supports the proposed redevelopment and the attached purchase agreement. Selling a portion of the city's excess right-of-way makes the project feasible for the city and developer. Staff recommends approval of the attached Vacant Land Purchase Agreement with Halifax Development LLC for a purchase price of approximately $240,000 or $8.00 per square foot. I . Purchase Agreement dated May 7, 2014. 2. Property Information/Aerial Photo of Chanhassen Retail Second Addition. 3. Proposed Redevelopment Site Plan. 4. Proposed Taxes on a 2,610 square -foot building. gAadmin\tg\chanhassen remil\p=ha agr ent.dmx VACANT LAND PURCHASE AGREEMENT 1. PARTIES. This Purchase Agreement is made by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation, located at 7700 Market Boulevard, Chanhassen, Minnesota 55317 ("Seller"), and HALIFAX DEVELOPMENT LLC, a Minnesota limited liability company, located at 4201 East Yale Ave Suite 200, Denver, CO 80222 (`Buyer"). 2. OFFER/ACCEPTANCE. Buyer offers to purchase and Seller agrees to sell real property located in the City of Chanhassen, County of Carver, State of Minnesota, as legally described in Exhibit "A" attached hereto and incorporated herein, together with all rights, easement and appurtenances pertaining thereto and all improvements, landscaping and foliage thereon (referred to herein as the "Property"). 3. PRICE AND TERMS. The price for the Property included in this sale is Two Hundred Forty Thousand and No/100 Dollars ($240,000.00) ("Purchase Price"), which Buyer shall pay as follows: (i) Five Thousand and no/100 ($5,000.00) Dollars earnest money upon the execution of this Agreement, which will be held in escrow by Land Title, Inc. ("Title") and applied to the Purchase Price at Closing; and (ii) The balance of Two Hundred Thirty Five Thousand and No/100 Dollars ($235,000.00) in immediately available funds on the Date of Closing. The Purchase Price is based on Property consisting of 30,000 net square feet at a price of $8.00/per net square foot. "Net square feet" means the square footage of the Property net of any existing or known future public roadways, public right of way, easements, floodplain, waterways and wetlands. The Purchase Price shall be modified to reflect any change in the net square feet based on a Seller survey of the Property conducted by a registered land surveyor in the State of Minnesota, at Buyer's expense. 4. DEED/MARKETABLE TITLE. Upon performance by Buyer, Seller shall execute and deliver a Limited Warranty Deed conveying marketable title of record, subject to: A. Reservations of minerals or mineral rights by the State of Minnesota, if any; B. Building and zoning laws, ordinances, state and federal regulations; C. Any easements or agreements required pursuant to Section 8B of this Agreement; and D. Any other matters consented to by Buyer in writing or not timely objected to by Buyer. 5. REAL ESTATE TAXES AND SPECIAL ASSESSMENTS. 1714430 1 A. Prior Years' Delinquent Real Estate Taxes and Delinquent Special Assessments. Delinquent real estate taxes payable in years prior to the year of Closing and delinquent installments of special assessments certified for collection with real estate taxes payable in years prior to the year of Closing, together with penalty, interest and costs, shall be paid by Seller not later than the Date of Closing. B. Real Estate Taxes Payable in the Year of Closing. Seller and Buyer shall prorate all general real estate taxes due and payable on or pertaining to the Property in the year in which the Date of Closing occurs on a per diem basis. If the Property is a portion of one tax parcel, the prorated taxes payable herein shall be determined on a proportionate square footage basis. Seller shall pay on or before the Date of Closing all levied and pending special assessments associated with the Property as of the date of this Agreement. Seller shall pay penalty, interest and costs on any delinquent installment of taxes and special assessments payable in the year of Closing. C. Certified Special Assessments. All installments of special assessments certified for payment with the real estate taxes payable on the Property in the year of Closing shall be paid by Seller at Closing. ARE THERE ANY? D. All Other Levied Special Assessments. Seller shall pay on the Date of Closing all other special assessments levied against the Property as of the date of this Purchase Agreement. ARE THERE ANY? 6. SELLER'S BOUNDARY LINE, ACCESS, RESTRICTIONS AND LIEN WARRANTIES. Seller warrants that buildings on adjoining real property, if any, are entirely outside of the boundary lines of the Property. Seller warrants that there has been no labor or material furnished to the Property for which payment has not been made. Seller warrants that there are no present violations of any restrictions relating to the use or improvement of the Property. These warranties shall survive the delivery of the Limited Warranty Deed. 7. ACCESS PRIOR TO CLOSING. Upon reasonable notice to Seller, Buyer and Buyer's authorized agents shall have the right during the period from the date of this Agreement to the Date of Closing to enter in and upon the Property in order to make, at Buyer's expense, surveys, measurements, soil tests and other tests that Buyer shall deem necessary. Buyer agrees to restore any resulting damage to the Property and to indemnify, hold harmless and defend Seller from any and all claims by third persons of any nature whatsoever arising from Buyer's right of entry hereunder, including all actions, proceedings, demands, assessments, costs, expenses and attorneys' fees. Buyer shall not perform any invasive testing of the Property without Seller's prior written consent. Seller's consent may be conditioned upon any reasonable restrictions that Seller deems necessary. Buyer shall provide to Seller a copy of any such surveys, measurements, soil tests or other tests within five (5) days after receipt. 8. POSSESSION. Seller shall deliver possession of the Property not later than the actual Date of Closing. 171443v5 2 s > 9. TITLE INSURANCE BY SELLER Seller shall, within twenty-one (21) days of the date of this Agreement, furnish Buyer with a commitment for an Owner's Policy of Title Insurance ("Commitment") in the full amount of the Purchase Price issued by Title, certified to date to include proper searches covering bankruptcies, state and federal judgments and liens, by which said company commits to issue its policy of title insurance that insures that at closing Buyer shall have good, marketable and insurable title of record to the Property, free and clear of all liens, encumbrances, leases, claims and charges (except any permitted encumbrances). Buyer shall be allowed thirty (30) days after the receipt of the title commitment for examination of title and making any objections, which shall be made in writing or deemed waived. 10. TITLE CORRECTIONS AND REMEDIES. If any title objection is made by Buyer, Seller shall use its best efforts to make such title marketable within one hundred twenty (120) days from its receipt of Buyer's written objection. Marketability of title shall be determined according to Minnesota statues, Minnesota case law decisions, and the standards of Minnesota title standards. Pending correction of title, the payments hereunder required shall be postponed, but upon correction of title and within ten (10) days after written notice, Buyer shall perform as provided in this Agreement. If said title is not marketable and is not made so within the time provided for herein, Buyer may either: (i) terminate this Purchase Agreement by giving written notice by registered mail to Seller, in which event this Purchase Agreement shall become null and void and neither party shall be liable for damages hereunder to the other party and the Earnest Money shall be returned to Buyer; or (ii) elect to accept title in its unmarketable condition by giving written notice by registered mail to Seller, in which event the Limited Warranty Deed to be delivered at Closing Date shall except such objections. 11. NOTICES. Any notices required or permitted to be given hereunder shall be in writing and shall be effective (i) when delivered personally, (ii) when received by overnight courier service or facsimile communications (provided that a copy of such notice is deposited in the United States mail within one (1) business day of the facsimile transmission) or (iii) three (3) days after being deposited in the United States Mail (sent certified or registered, return receipt requested), in each case addressed as follows (or to such other address as the parties hereto may designate in the manner set forth herein): If to Buyer: Halifax Development, LLC 4201 East Yale Ave Suite 200 Denver, CO 80222 If to Seller: Chanhassen EDA 7700 Market Boulevard Chanhassen, Minnesota 55317 »i443v5 3 with a copy to: Campbell Knutson, P.A. 1380 corporate Center Curve, suite 317 Eagan, Minnesota 55121 Facsimile: 651-452-5550 Attn: Andrea McDowell Poehler 12. MINNESOTA LAW. This contract shall be governed by the laws of the State of Minnesota. 13. WELL DISCLOSURE. [Check one of the following: J X Seller certifies that Seller does not know of any wells on the Property. _ Wells on the Property are disclosed by Seller on the attached Well Disclosure form. 14. DISCLOSURE OF INDIVIDUAL ON -STYE SEWAGE TREATMENT SYSTEM. [Check one of the following: J X Seller certifies that Seller does not know of any individual on-site sewage treatment systems on the Property. _ Individual on-site sewage treatment systems on the Property are disclosed by Seller on the attached Disclosure form. 15. SELLER'S COVENANTS, REPRESENTATIONS AND WARRANTIES. 171443v5 A. Seller as part of the consideration therefore, represents, warrants, and covenants with Buyer and its successors and assigns that: (1) Seller warrants and represents to Buyer that, to Seller's knowledge, without investigation, no entity or person has, at any time: a) "released" or actively or passively consented to the "release" or "threatened release" of any Hazardous Substance (as defined below) from any "facility" or "vessel" located on or used in connection with the Property or adjacent tracts in violation of applicable laws; or b) taken any action in "response" to a "release" in connection with the Property or adjacent tracts; or c) otherwise engaged in any activity or omitted to take any action which could subject Seller or Buyer to claims for intentional or negligent torts, strict or absolute liability, either pursuant to statute or common law, in connection with Hazardous Substances (as defined below) located in or on the Property or adjacent tracts, including the generating, transporting, treating, storage, or manufacture of any Hazardous Substance (as defined below) in violation of applicable law. The terms set within quotation marks above shall have the meaning given to them in the Comprehensive Environmental Response and Liability Act, 42 U.S.C. Sec. 9601 et Leg., as amended ("CERCLA") and any state environmental laws. S (2) Seller is the fee owner of the Property and has the present full authority and power to execute this Agreement and, on or prior to the Date of Closing, Seller shall have the full authority and power to close the sale of the Property. (3) There is no action, litigation, investigation, condemnation or proceedings of any kind pending, or to the best of the knowledge of Seller, threatened against Seller with regard to the Property. (4) Seller has good, marketable, insurable title to the Property, free and clear of all liens, encumbrances, claims and charges. (5) Seller is not foreign persons as defined in §1445(1)(3) of the Internal Revenue Code or regulations issued thereunder. B. All of Seller's covenants, representations and warranties in this Agreement shall be true as of the date hereof and of the Closing Date, and shall be a condition precedent to the performance of Buyer's obligations hereunder. If Buyer discovers that any such covenant, representation, or warranty is not true, Buyer may elect prior to Closing, in addition to any of its other rights and remedies, to cancel this Agreement, or Buyer may postpone the Closing Date up to ninety (90) days to allow time for correction. If Buyer elects to proceed with the Closing following such discovery, Buyer shall be deemed to have waived its rights to assert a claim against Seller arising from the inaccuracy or untruthfulness of any such covenant, representation, or warranty. C. Seller shall provide to Buyer within ten (10) days of the execution of this Agreement, true and correct copies of any existing environmental assessment reports, soil reports and results of all soil tests and environmental audits, surveys, permits, licenses, leases, and complete copies of all contracts currently affecting the Property readily available or in the possession of Seller, and notices received within the last ninety (90) days from the city, state or other governmental authorities pertaining to uncured violations of any law, ordinance or regulation ("Due Diligence Documents"). D. PROTECTED HISTORICAL SITES. [Select either (1) or (2) below:] _ Seller represents that Seller does not know if there are historical, native American, or archeological materials on or in the property that might be protected by law. X Seller represents to the best of Seller's knowledge that the property does not have any American Indian burial grounds, other human burial grounds, ceremonial earthworks, historical materials, and/or other archeological sites that are protected by federal or state law. Buyer's obligation to close is contingent upon Buyer determining to Buyer's satisfaction that the property does not have any American Indian burial grounds, other human burial grounds, ceremonial 171443v5 5 earthworks, historical materials, and/or other archeological sites that are protected by federal or state law. 16. CLOSING. The Closing Date of this transaction shall take place no later than thirty (30) days after expiration of the Contingency Period, hereinafter defined, (the "Closing" or "Closing Date"). The Closing Date may be accelerated by mutual agreement of the parties if all contingencies contained herein are satisfied prior to conclusion of the Contingency Period. At closing, Seller and Buyer shall deliver to one another the instruments specified herein. The closing shall be at a location designated by Seller. Unless otherwise agreed by the parties in writing, in the event that any of the contingencies provided for in this Agreement are not satisfied prior to the Date of Closing, this Agreement shall be null and void and of no further force and effect. At closing, Seller and Buyer shall disclose their Social Security Numbers or Federal Tax Identification Numbers for the purposes of completing state and federal tax forms. 17. CLOSING DOCUMENTS. A. At the Closing, Seller shall execute and/or deliver to Buyer the following (collectively the "Closing Documents"): (1) Limited Warranty Deed. A Limited Warranty Deed in recordable form and reasonably satisfactory to Buyer, which shall include the following well representations: "Seller certifies that the Seller does not know of any wells on the described Property." (2) Seller's Affidavit. A standard form affidavit by Seller indicating that on the date of Closing there are no outstanding, unsatisfied judgments, tax liens or bankruptcies against or involving Seller or the Property, that there has been no skill, labor or material furnished to the Property for which payment has not been made or for which mechanic's liens could be filed; and that there are no other unrecorded interests in the Property. (3) Non -Foreign Person Certification. A certification in form and content satisfactory to the parties hereto and their counsel, properly executed by Seller, containing such information as shall be required by the Internal Revenue Code, and the regulations issued thereunder, in order to establish that Seller is not a "foreign person" as defined in §1445(f)(3) of such Code and such regulations. (4) Storage Tanks. If required, an affidavit with respect to storage tanks pursuant to Minn. Stat. § 116.48. (5) Well Certificate. If there is a well located on the Property, a well disclosure certificate in form and substance true to form for recording. (6) Certification. A certification that the representations and/or warranties made by Seller are materially the same as were in existence on the date of this Agreement or noting any changes thereto; 171443v5 6 18. (7) Easements/Agreements. Any easements or other agreements required pursuant to Section 19(B). (8) Other Documents. All other documents reasonably determined by either party or the title insurance company to be necessary to transfer and provide title insurance for the Property. B. At the Closing, Buyer shall execute and deliver to Seller the following: (1) Easements/Agreements.. Any easements or other agreements required pursuant to Section 19(B); (2) Pte. Payment of the Purchase Price; and (3) Other Documents. All documents reasonably determined by either party or the title insurance company to be necessary to provide title insurance for the Property. CLOSING COSTS. The following costs relating to the closing of this transaction shall be paid as follows: A. Buyer shall pay at Closing: (1) Recording fee and conservation fee attributable to the Limited Warranty Deed; (2) The premium for owner's title insurance, including survey coverage; (3) One-half the closing fee charged by the Title Company, (4) The cost of the Circulation Study; (5) Cost of a survey of the Property; and (6) All costs associated with platting and development of the Property. B. Seller shall pay at Closing: (1) State Deed Tax; (2) Recording fees for all documents determined to be necessary to transfer marketable title to the Buyer, (3) All costs of obtaining a title insurance commitment; 1714430 7 (4) One-half the closing fee charged by the Title Company. 19. CONTINGENCIES AND ADDITIONAL TERMS. A. Buyer's Contingencies. The Buyer's obligations under this Agreement are expressly contingent upon Buyer's satisfaction with each of the following conditions: (1) Buyer determining on or before the Contingency Date, that it is satisfied, in its sole discretion, with the results of matters disclosed by any survey or by any environmental/engineering investigation or testing of the Property performed by Buyer or Buyer's agent. By executing this Agreement, Seller hereby authorizes Buyer to enter upon the Property at reasonable times to conduct the investigations and/or tests described herein. Buyer shall be solely responsible for all environmental tests and shall hold Seller harmless from any such costs and shall indemnify Seller for breach of this provision including reasonable attorneys' fees. (2) Buyer determining on or before the Contingency Date that it is satisfied in its sole discretion, with the results of matters disclosed by the Due Diligence Documents. (3) Buyer entering into a purchase agreement and access and utility easement agreement with Target Corporation and satisfying all the contingencies contained in such purchase agreement. (4) Buyer obtaining all permits, licenses, variances and approvals, including, without limitation, obtaining an access and construction easement from Target and other adjacent properties, platting, site plan and zoning approvals, for Purchasers intended development of the Property. The "Contingency Date" shall be 180 days after the Effective Date of this Agreement. If any of the foregoing contingencies have not been satisfied in Buyer's sole discretion, or waived by Buyer, on or before the Contingency Date, then this Agreement may be terminated, at Buyer's option, by written notice from Buyer to Seller at any time prior to the Contingency Date. Such notice of termination may be given at any time on or before the Contingency Date. Upon such termination the Earnest Money shall be immediately returned to Buyer and upon such return, neither party will have any further rights or obligations regarding this Agreement or the Property. The contingencies set forth in this section are for the sole and exclusive benefit of Buyer, and Buyer shall have the right to waive the contingencies by giving notice to Seller. Buyer may elect to extend the above referenced Contingency Date for an additional 90 -day period by so notifying Seller in writing of its election to do so prior to the expiration of the preceding Contingency Date and depositing an additional $5,000 into escrow with Title as additional Earnest Money. 171443v5 g B. Seller's Continizencies. The Seller's obligations under this Agreement are expressly contingent upon Seller's satisfaction with each of the following prior to Closing: (1) Buyer obtaining and Seller review and approval of a circulation study prepared by a traffic engineer approved by both parties based on Buyer's proposed use of the Property, to include the following areas: (i) internal operations of the main Target Drive off of 70 Street West, (ii) existing signal at the main Target Drive and 70 Street West and (iii) timing and interconnect of the signal identified in (ii) above and the existing signal at Powers Blvd and West 786 Street. ("Circulation Study'); (2) Seller establishing any easements or additional right of way over the Property, including any necessary cross -access easements over the Property or abutting parcels, that Seller deems necessary based on the results of the Circulation Study; (3) Buyer and Seller entering into any additional agreements for the payment of any public improvements deemed necessary by Seller based on the results of the Circulation Study, (4) On or before the Closing Date, Buyer closing on a purchase agreement with the property owner to the east of the Property for acquisition of additional property as generally depicted in the Exhibit B attached hereto ("Additional Property") that is necessary for Buyer's proposed development of the Property; (5) Buyer obtaining preliminary and final plat approval for the Property together with the Additional Property and recording the plat simultaneously with the Closing; (6) Buyer obtaining site plan approval from the City of Chanhassen for development of the Property and Additional Property ("Site Plan Approval"); The "Contingency Date" shall be 180 days after the Effective Date of this Agreement. If any of the foregoing contingencies have not been satisfied in Seller's sole discretion, or waived by Seller, on or before the Contingency Date, then this Agreement may be terminated, at Buyer's option, by written notice from Seller to Buyer at any time prior to the Contingency Date. Such notice of termination may be given at any time on or before the Contingency Date. Upon such termination the Earnest Money shall be immediately returned to Buyer and upon such return, neither party will have any further rights or obligations regarding this Agreement or the Property. The contingencies set forth in this section are for the sole and exclusive benefit of Seller, and Seller shall have the right to waive the contingencies by giving notice to Buyer. 171443v5 9 C. Condemnation. If, prior to the Closing Date, eminent domain proceedings are commenced against all or any part of the Property, Seller shall immediately give notice to Buyer of such fact and at Buyer's option (to be exercised within ten (10) days after Seller's notice), this Agreement shall terminate, in which event neither party will have further obligations under this Agreement and the Earnest Money shall be refunded to Buyer. If Buyer shall fail to give such notice, there shall be no reduction in the Purchase Price, and Seller shall assign to Buyer at the Closing Date all of Seller's right, title and interest in and to any award made or to be made in the condemnation proceedings. Prior to the Closing Date, Seller shall not designate counsel, appear in, or otherwise act with respect to the condemnation proceedings without Buyer's prior written consent. D. Broker's Commission. Seller and Buyer represent and warrant to each other that they have dealt with no brokers, finders or the like in connection with this transaction, and agree to indemnify each other and to hold each other harmless against all other claim, damages, costs or expenses of or for any fees or commissions resulting from their separate actions or agreements regarding the execution or performance of this Agreement, and will pay all costs of defending any action or lawsuit brought to recover any such fees or commissions incurred by the other party, including reasonable attorneys' fees. E. Assignment. Buyer may assign its rights under this Agreement without the prior written consent of Seller, but shall provide written notice of such assignment to Seller prior to Closing. F. Default. If either party shall default. in any of their respective obligations under this Purchase Agreement, the other party, by notice to such defaulting party specifying the nature of the default and the date on which this Purchase Agreement shall terminate (which date shall not be less than thirty (30) days after the giving of such notice), may terminate this Purchase Agreement, and upon such date, unless the default so specified shall have been cured, this Purchase Agreement shall terminate. In the case of any default by the Buyer, Seller may terminate this Purchase Agreement as provided above, and upon such termination, the Earnest Money shall be forfeited to Seller as agreed and final liquidated damages. In the case of any default by Seller, upon termination of this Purchase Agreement, the Earnest Money, and all interest accrued thereon, shall be returned to Buyer, without prejudice to any other legal or equitable right or remedy of Buyer against Seller including, but not limited to specific performance and damages such damages not exceed $10,000. G. "AS IS" Purchase. Except as set forth in this Purchase Agreement or any document contemplated hereby, (i) the Property is being sold, conveyed, assigned, transferred and delivered "as is, where is" on the date hereof, and in its condition on the date hereof, "with all faults," and Seller is not making, and expressly disclaims, any other representation or warranties written or oral, statutory, express or implied, concerning the Property, including but not limited to, representations or warranties relating to value or quality of the Property or with respect to this Purchase Agreement or the transactions contemplated hereby or thereby, and (ii) Seller specifically disclaims any representation or warranty of merchantability, usage, suitability or fitness for any particular purpose with respect to the Property or any part thereof, or as to the workmanship thereof, or the absence of any defects therein, whether latent or patent. 1714430 10 H. Survival. All of the terms of this Agreement will survive and be enforceable after the Closing. I. Effective Date. The "Effective Date" of this Agreement shall be the date of execution by the date upon which it is accepted and executed by the party to whom the offer is made. J. Counterparts. This Agreement may be executed in any number of counterparts or by facsimile, each of which will be deemed to be an original, but all of which, when taken together, constitute the same instrument. 20. TIME IS OF THE ESSENCE. Time is of the essence for all provisions of this Purchase Agreement. 21. MULTIPLE ORIGINALS. Seller and Buyer have signed two (2) originals of this Purchase Agreement. I agree to sell the Property for the price and terms and conditions set forth above. SELLER: CITY OF CHANHASSEN Thomas A. Furlong, Mayor Todd Gerhardt, City Manager 171443v5 I I I agree to purchase the Property for the price and terms and conditions set forth above. 171"" BUYER: HALIFAX DEVELOPMENT, LLC 12 EXHIBIT A Legal Description of Property To be final platted at closing as a portion of Lot , Block_, Addition »iaa3vs 13 171443v5 Depiction of Property to be Acquired 14 Property Card Taxpayer Information Taxpayer Name CHANHASSEN HRA Mailing Address PO BOX 147 CHANHASSEN, MN 55317-0147 Property Address Address City Parcel ID Number 251660010 Parcel Information Uses MiscNotReporied GIS Acres 1.46 Tax Acres Plat CHANHASSEN RETAIL SECOND ADDN Lot Block ---------- Tax Description OUTLOT A Building Style Year Built Building Information Finished Sq Ft Other Garage N Miscellaneous information School District Watershed District Homestead 0112 WS 064 RILEY PURG BLUFF N CREEK Assessor Information Bedrooms Bathrooms Green Acres Ag Preserve N N Estimated Market Value 2013 Values 2014 Values Last Sale (Payable 2014) (Payable 2015) Land $62,200.00 $62,200.00 Date of Sale Building $0.00 $0.00 Sale Value Total $62,200.00 $62,200.00 Qualified/ Unqualified Disclaimer: This information is to be used for reference purposes only. Carver County does not guarantee accuracy of the material contained herein and is not responsible for misuse or misinterpretation. The preceding disclaimer is provided pursuant to Minnesota Statutes 466 03, Subd. 21 (2000), and the user of this service acknowledges that the County shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the County from any and all claims brought by User. CARVER its employees or agents, or third parties which arse out of the usees access or use of data provided. COUNTY Monday, May 05, 2014 Carver County, MN A*&C6%eh+ & Z 141 I I I tsARCE TENANT PARKING A P STALLS A: 29,359.37 2,670.00 sq fl �-E 2 SITE P �' SCALE: 1" = 50' FOUNDRY DESIGN STUDIO, LLC CONCEPT SITE PLAN o, N 09.0913 RETAIL DEVELOPMENT W 78TH ST. CHANHASSAN.WISCONSIN A+i� hvv\e rte- =*3 ' Carver County Taxpayer Services Department 2014 Property Statement W$ Laurie Davies, Manager PeyeeM Ywr: 2013 VALUES AND CLASSIFICATION 600 East 4- Street, P0. Box 69 Chaska, MN 55318-M 952-361-1910 • W 00 MW Inn us Taxes Payable Year: 2013 2014 Estimated Market value: Seem M.m ror ve,provg.wa Wr weecrte nxv.e SYp Homestead Exdusion: even IWO TNnde to n dYce Property W. Read Mm •Paylwl wrs Wire • Sqi up MWrTu Peyrrw+t RemiWa� •PnM.edeprwr cop:-vayou,Tu Sulemem 1 Taaaue Marker Value: New n,dla u,00ns, Expired 500,000 MAN Property ID is 25.1670030 .x Iyns: PrzpeM ClemuKation: cWnuie CWaM�e � s T yer, ACK50N DRTA� e 1 CIO BORDER FOODS INC 5 Y e tMNwa Properly 18.72028 1877219 SPo 2 PROPOSED TAX $17.988.00 2,5815/ 965 DECATUR AVE N �p 3 TAX STATEMENT Fllalnallla..due: May 15 Ocwldnab lex. Sdw: Octobw 15 9,710.90 9,710.90 GOLDEN VALLEY MN 551274325PROPERTY Ill�lll��lllllll�lllllllir�lll'I'llll�lil�1'�I'll�ll'�I'�I'�'ll'� 7. CM or TPwn CT' OF CHAlaN55EN 1,676.99 TOW Tu. Due N 2014: CHANHASSEN MN 5531)$565 19.420.00 `$/I. (n$ /Iv Tu Detail for Your Properly: W$ T.. PeyeeM Ywr: 2013 2014 1. Use Iliac M on Form MIPR m see B you are ee996. fw a property rex mtuM REFUNDS? Ftla M Au9m115. tt INs boa H [Necked, you owe ant team and are MI e6pAM. You.aY be eligibM for orx or me 3g UseVrese amoum. 2. m FOIm MIPR mseeyou lare tligbb (waamPM reNM. even IWO TNnde to n dYce Property W. Read Mm ci! 3. Properly W. bemre w ft 16,72026 18.M13 wck or oil ahtemedt to 4 4. Crelds lMl reduce property tare. A. Aglkunural market value credo find ootkoW map,N �V B.OIIer Croda 5 Y e tMNwa Properly 18.72028 1877219 BIIM: 616660 6. County &CARVER COUNTY 2,719.47 2,5815/ P.pedy Adds.: B. CO RAIL AUTHORTIY 7.14 &49 97576TH ST 7. CM or TPwn CT' OF CHAlaN55EN 1,676.99 15mm CHANHASSEN MN 5531)$565 8. Slam General Tex 4,&58.38 4,82420 9. Sdmd Disbicl 500112 Enstem Carver Cory A. Vdef Approved Levies 2,96).6) 2=.34 PmpaM W Putin: S. Oke, Local Levi. 88782 1245m Section 14 Tam.hip 116 R 023 SSEN RETAIL TNITADDN Lor w3 BCS � F IS 10. SpenN Tatirg Di.hicl. A. MNm Count W.45 SB.80 a. Mat. Mo utto CoMrd 34.04 31.9 gC. Mel. Tramil District 101.95 87.77 2� D. Carves County CDA 106.15 100.46 o E. WeleR1M11 N.96 10299 F. Fuca) 5,143.48 5,7)1.22 LYp 13 SpedY AsawNwM DM.E 2011St"11-01 547.87 RECYCLE NOT COMM 11. Nona wterapp.vedrefe. Ievks 89.76 6&76 1W.9P 12. ToW prorefty W Moore S Iemesament. 16,)2!126 18.772.13 13, Sped.l Am.amena Inmlest: 13124 Pmogd 51&83 659.74 Way 14. TOTALPROPERTYTAXANDSPECIALASSESSMENTS IB,3w.80 19AXW pwdpok 51&89 !MMM 13126 ....................................... ... ._....... _...__.__.. ._............. ...........__.___ ......... ...... 2n6HALF PAYMENT STUB -PAYABLE 2014 To11eYPrAleaomwWw,PooawnaLu - ....... ....... . a4v�vay.W Ya peylwl PLEASE INDICATE YOUR ADDRESS CORRECTION OaRnr.M OVPmMawM ba��ai PAYMEm SNB. ONperty Property IW:25.1670030 TO AVOID PENALTY PAY ON OR BEFORE: Odeber 15 to#:2.1 700 © SECOND 12 TAX AMOUNT DUE: 9,710.00 !q d Make checks payable to and remit to: Bill k: 616860 � Carver County ' T.,,a,r: 5358 JACKSON DRIVE LLC P.O. Box 69 GO BORDER FOODS INC Chaska, MN 55318-0069 965 DECATUR AVE GOLDEN VALLEY ..1111111 ... 11111 Jill] IP„11�II�d��I�IPRI�I.IIi'll.11r�l�lrl GOMN 55427<325 W,mr...e.e uauwpAa MvaPrWL Pw....m.rw PmpMym4 mywwx PSSWaW Wt1a en rcA lel& Orl,dlM U 5. PmbxM1 blamiw Vw,w�4 mL Wb. 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I 30 L - - - -588°5443£ 142.29 I J N I i Northern States Power ---J- Easement per Doc No. 59613 N1 / 5 D1 i h o 1 - - - - ---/,-Drainage & Utility Easement S88°5443"E 742.00- o o O CB=NO °53'19 "W -'- 9 PRESERVE A T BLUFF CREEK 6TH A DDI TION t_ t_I,vt_ /ter C1c.vr r- C� r �rwc� r,itii llvrwl 88x5443"E 405.00 _ ° 65.00 60.00 l r 60.00 0 60.00 60.00 60.00 ----- i i----Tr1� F------ -I r---- ---� F-----�/� r------- Drainage &/' I I 1 I 1 I Drainage & Utility I I I I I 00 10 I I t o Easement I I Utility I I 1 t o I I oo I I o Easement I I I O N I IN T I to I IQ I I� I IN I o 2 I� I I^ 3 I IN I 13 I 5 13 o f i io i is I Ih 4 I I^ I I�I I to I la I l0 6 I I I I 11 1 1 11 1co I °C) I I 1 1 i I I I o I 1 1 1 1 1 1 1 L-- J L---- I IL - 65.00I 1 to 1 ° -J L -----J Lo ------4 23,.1 I 60.00 60.00 60.00 23.00 87 I 3g �I I 4=23°24'14" S88054'437 268.00 _ r%-- 24.51 ro 0 60.00 \ f S88°5443"E 100.00 OUTLOT A o916 o - - - - -- - - A 0� 0 5` v0 , oZ055 1 ,1 588°54'43"E 211.43 ry 0.. / 4 Y-"---�� _ �a �0 oDo' 56 \ 0� ` �Draino e & Utilit - 104.43 0 r�---------L �-390 Woo -- Nr Easement - - - - - - - - - - --- F- ---------� �r r 1 S88°54'43"E lto Ito w �"' h 3 10 o r----------- I 1 p i� 25.00 p 0 I 101 I `o v r\ L----- S88°5443"E 142.00 -- \I `.F h 01 N I� S88°5443"E L 107.00 \ "' �� - -S88054'43'E - J -- 13784_ J 3------N68°52'51"W I i r, �I 14.60 N Q o i 1 I 2- ^ o 1 f0 con I� I` f� I 2 1 0 11.21 1 ocn rn 1 t0 S88°5443"E L--------------�--- 1 O S88054'43 E_10_76_0 L-- t J ! J 1 I S8805443 E 120.71 �� �°' Cr __ p=20°18'00" O - 104.43 0 r�---------L �-390 i - ---- -- n Easement I IN F- ---------� �r r 1 S88°54'43"E Drainage 110 3 w �"' h 3 10 o r----------- I 1 p i� 25.00 p Utility Easement I i I n I `o v r\ L----- S88°5443"E 142.00 -- \I `.F h 01 N I� S88°5443"E Ila O \ "' �� - ----- -� �! -- 13784_ J r, �I _ ___ N 11 a 1- Drainage & Utility 6"� 1 _ -, 2- ^ o 4=f0 4222 - - - - - - - 1 f0 con Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this day of I` f� Easement ^ Off; 1 _; c` -'---- 11.21 h ocn rn 1 t0 S88°5443"E L--------------�--- I O S88054'43 E_10_76_0 I� 1 t `.l I ',' T------ ----/ r - - -% I V I �o �� �°' Cr __ p=20°18'00" O I ------ O_, A=3°50'23' ° m R=20.50 v 7.26 Z I o lIJ =-o -- 6=23 17 59 � '_-- L. 3a N a I 1 1 I R=180.00 I m \ `� 12 13 - - - - - - - - - - 24.29,I r - I S88°5443'E 142.00 1 & Utility Easement-;� `1 �o I 9 '24" 12.06-�� I I L --- o 4=71°47 0 �. 124.03 J 4=8°40'23" I I 101 --_-- I R=20.00 .1 � 30 _ i - - - - - - --- - - -1 I 25.06 I I o 30 I 3 1 I 30 L - - - -588°5443£ 142.29 I J N I i Northern States Power ---J- Easement per Doc No. 59613 �`� / 5 i h o 1 - - - - �+V oo S88°5443"E 742.00- o o O CB=NO °53'19 "W -'- 1 ° g 1 130. Do 1 30.00 1 - V r�---------L �-390 i - ---- -- N _U IN II 1 D Drainage 110 3 I 3 `.------------� \ 4-1 057'41 " r----------- I 1 p v p Utility Easement I i I n I `o v r\ L----- S88°5443"E 142.00 -- �1 -16.43 O h 01 N I N 3 I 1 I o ( O O \ "' �� - ----- -� �! -- �- r, NO N 11 a M I 1 c>) N 2- ^ 1 1 f0 con Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this day of S88°54'43'E 142.00 S68°54' - 7 S88°54'43 E 12857 - 1 rd C- h ocn rn 1 t0 S88°5443"E L--------------�--- I O / - f5.18 S01 °05'17"W 19.83 -- r E)I ir- ATl / IrY- r 11 L_...;L_l \ vC- --I l C:LVI 1 Drainage and Utility Easements are shown thus 5-- I I 5 I I I I ---- 10 1 1 10 11vu xure7 Being 5 feet in width, unless otherwise indicated, and adjoining lot lines, and 10 feet in width and adjoining right-of-way lines as shown on the plat. 120.00 S88°54'43"E 1247.26 Ci r-r-lt err r A r� /l // /r) A I �rtt_c_r\ `l-lf7 ,�L�1/Ivry Q tr, C,I KNOW ALL PERSONS BY THESE PRESENTS' That Degler Land Company, LLC, a Minnesota limited liability company, owner of the following described property situated in the County of Carver, State of Minnesota, to wit: Outlot A, THE PRESERVE AT BLUFF CREEK 5TH ADD1710N, according to the recorded plats thereof, both in Carver County, Minnesota. Has caused the same to be surveyed and platted as 7HE PRESERVE AT BLUFF CREEK 67H AD017701V and does hereby donate and dedicate to the public for public use the public ways and the drainage and utility easements as created herewith. In witness whereof said Degler Land Company, LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this day of 20 DEGUW LAND COMPANY, LLC STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this by . its (Signature) Notary Public, My Commission Expires County, Minnesota By Its day of 20 . of Degler Land Company, LLC, a Minnesota limited liability company, on behalf of the company. (Name Printed) 1, Craig W. Morse, do hereby certify that this plat was prepared by me or under my direct supervision; that 1 am a duly Licensed Land Surveyor in the State of Minnesota,• that this plat is a correct representation of the boundary survey, that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year, • that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate ore shown and labeled on this plat; and off public ways are shown and labeled on this plat. Dated this day of Craig W. Morse, Licensed Land Surveyor Minnesota License No. 23021 STATE OF MINNESOTA COUNTY OF 17ENAEPiN This instrument was acknowledged before me on (Signature) Notary Public, My Commission Expires County, Minnesota 20, (Name Printed) by Craig W. Morse. CITY OFCHANHASSEN RECEIVED AUG 0 4 2014 C4VMA9MRANNINODEFT pTY COWaL, CITY OF CHANHASSEN, MINNESOTA This plat of TFC PRESERVE AT BLUFF CREEK 67H ADD177ON was approved and accepted by the City Council of the City of Chanhassen, Minnesota at a regular meeting thereof held this day of . 20. and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. City Council, City of Chanhassen, Minnesota V 60 -- ---- - - - - - J IN Na ro 2.72--. =1 S88°54'43"E `.------------� \ 4-1 057'41 " r----------- 1 3 4 ` I^ F 1 /\ �1 I By. By I `o Z - - 124_44 - � _` �1 -16.43 �---y-Drainage & Utility Easement I 4T, r A T I In, � ^ to �� S88054'43E 142.00 - -- �- NO � 1 O - 10 0 I 0 I '1 I �� I 7 1 o con Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this day of S88°54'43'E 142.00 1 101 11 C ocn rn 1 t0 S88°5443"E L--------------�--- v 131.61 i I I m I S88°54'43"E I� 1 r�1JU1 /I Y!I `.l T------ ----/ r - - -% V I �o �� 120.00 Cr IC L'� O_, A=3°50'23' ° m John E Freemyer, County Surveyor --------- J lIJ I `+Drainage i I R=180.00 I m \ `� 12 13 - - - - - - - - - - - - - - - - - - - - - - I o 1 & Utility Easement-;� `1 n'1 1 12.06-�� I I L o f 0 �. 124.03 J 4=8°40'23" I I 101 30 I x I/ I -- - - - - - - �` � R=220.00 33.30 I 3 1 I 30 I - S88054'43"E 164.15 / 5 i h o 1 6 S88°5443"E 742.00- CB=NO °53'19 "W -'- 1 ° g 1 130. Do 1 30.00 1 - - - - - - - A=3057'11" ----___ __- /---------- I L----- I r------ - 60.00 , R=220.00 J - - 12726 - - - 0 - - - - - - J \N88°54'43"W% I I 1D / - f5.18 S01 °05'17"W 19.83 -- r E)I ir- ATl / IrY- r 11 L_...;L_l \ vC- --I l C:LVI 1 Drainage and Utility Easements are shown thus 5-- I I 5 I I I I ---- 10 1 1 10 11vu xure7 Being 5 feet in width, unless otherwise indicated, and adjoining lot lines, and 10 feet in width and adjoining right-of-way lines as shown on the plat. 120.00 S88°54'43"E 1247.26 Ci r-r-lt err r A r� /l // /r) A I �rtt_c_r\ `l-lf7 ,�L�1/Ivry Q tr, C,I KNOW ALL PERSONS BY THESE PRESENTS' That Degler Land Company, LLC, a Minnesota limited liability company, owner of the following described property situated in the County of Carver, State of Minnesota, to wit: Outlot A, THE PRESERVE AT BLUFF CREEK 5TH ADD1710N, according to the recorded plats thereof, both in Carver County, Minnesota. Has caused the same to be surveyed and platted as 7HE PRESERVE AT BLUFF CREEK 67H AD017701V and does hereby donate and dedicate to the public for public use the public ways and the drainage and utility easements as created herewith. In witness whereof said Degler Land Company, LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this day of 20 DEGUW LAND COMPANY, LLC STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this by . its (Signature) Notary Public, My Commission Expires County, Minnesota By Its day of 20 . of Degler Land Company, LLC, a Minnesota limited liability company, on behalf of the company. (Name Printed) 1, Craig W. Morse, do hereby certify that this plat was prepared by me or under my direct supervision; that 1 am a duly Licensed Land Surveyor in the State of Minnesota,• that this plat is a correct representation of the boundary survey, that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year, • that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate ore shown and labeled on this plat; and off public ways are shown and labeled on this plat. Dated this day of Craig W. Morse, Licensed Land Surveyor Minnesota License No. 23021 STATE OF MINNESOTA COUNTY OF 17ENAEPiN This instrument was acknowledged before me on (Signature) Notary Public, My Commission Expires County, Minnesota 20, (Name Printed) by Craig W. Morse. CITY OFCHANHASSEN RECEIVED AUG 0 4 2014 C4VMA9MRANNINODEFT pTY COWaL, CITY OF CHANHASSEN, MINNESOTA This plat of TFC PRESERVE AT BLUFF CREEK 67H ADD177ON was approved and accepted by the City Council of the City of Chanhassen, Minnesota at a regular meeting thereof held this day of . 20. and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. City Council, City of Chanhassen, Minnesota The orientation of this bearing system is based on the east line of Outlot A, PRESERVE AT BLUFF CREEK 5TH ADDITION which is assumed to bear N 01°05'17" E o Denotes 1/2 inch by 14 inch iron rebar set and marked by License No. 23021 • Denotes 1/2 inch by 14 inch iron rebar found and marked by License No. 23021 40 Scale 0 40 80 120 in feet COUNTY AUDITOR-7REASURER, Carver County, Minnesota I hereby certify that taxes payable in 20 and prior years have been paid for land described on this plat. Dated this 20 Laurie Davies, County Auditor/Treasurer COUNTY RECORDER, Carver County, Minnesota I hereby certify that this plat of THE PRESERVE' AT BLUFF CREEK 67H AD0177ON was filed this day of o'clock M., as Document No. Mark Lundgren, Carver County Recorder day of 20 1 of Westwood Professional Services, Inc. Sheet 1 of 1 sheets 60 E line of Outlot A, THE PRESERVE --,`4`o AT BLUFF CREEK 5TH ADDI77ON 3 4 ` L F By. By ^I V - - -----� 4T, r A T I In, � ^ to �� S88054'43E 142.00 - �- NO � 1 COUNTY SURVEYOR, Cartier County, Minnesota Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this day of L f7 T/nA 20- \)� r�1JU1 /I Y!I Cr IC L'� 1 John E Freemyer, County Surveyor lIJ I " f I The orientation of this bearing system is based on the east line of Outlot A, PRESERVE AT BLUFF CREEK 5TH ADDITION which is assumed to bear N 01°05'17" E o Denotes 1/2 inch by 14 inch iron rebar set and marked by License No. 23021 • Denotes 1/2 inch by 14 inch iron rebar found and marked by License No. 23021 40 Scale 0 40 80 120 in feet COUNTY AUDITOR-7REASURER, Carver County, Minnesota I hereby certify that taxes payable in 20 and prior years have been paid for land described on this plat. Dated this 20 Laurie Davies, County Auditor/Treasurer COUNTY RECORDER, Carver County, Minnesota I hereby certify that this plat of THE PRESERVE' AT BLUFF CREEK 67H AD0177ON was filed this day of o'clock M., as Document No. Mark Lundgren, Carver County Recorder day of 20 1 of Westwood Professional Services, Inc. Sheet 1 of 1 sheets Construction Plans � Grading, Drainage, Erosion Control and Storm Water Pollution Prevention Plan Vicinity Map The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions Chanhassen, Minnesota Chanhassen Residential Development Partners, LLC One Corporate Center m, Suite 300 7300 Metro Blvd- Edina, lvdEdina, Minnesota 55459-2302 XrT OFCHANHASSEf Contact Todd Baumgartner RECEIVED Phone: (952) 897-1707 Pale (952) 8973534 JUL 31 2014 1'I"pnr.I " "1 = cHANHF99ENPUNNING DEPT Project number: 20031110 co.N..r. rrm<N n. e�zan n own Mf M 0106 ro1fY i f1 ] O%Rki MMWAt 1NU9N CONTROL RIM 1 q..NY 6X19. cglR¢ RIII 6 gMMG, ..VIA¢ Y fAO9q CgIN0. RMI �! glUrli. UPMI�OL [vosq m RMI —] qMN n q.VMR Y EFG90N ouuCg1Y0. RNI k glplf or.L gMNO CC]YS k 10 gM6q IfVYES -- 11 gMNG fROYEs 3 5)R4 MMNNYW I! SIWF RNT-MuEtlSn gFuuuA MC]. YM• 11 sY+w rqr-¢Yaarn qux!¢ NYN YM• own maN wn 0]/11/q oR Y WY[NR .YL -G7/3MI1n1I1 gGb4CY6 "IaM 5 011o/ ..w 5 q/1]b] 4 6I5 XE1NnR]wW z // . q 6]ry]/7 m 9n -6e1] s -n O]] qN ]]1 G/7/7 3�! slm RMgR 1/]WTa`GRADES u6wY-z.> rv/Po//7 uu >7 1 q/M/10 1C -61N IOd11O1101 / 9F N0. Ml 5 z 0o30O//3I2 ]l 1]e] v ntltlSrvM1ry .001.[N1R 1 le p'/] ary—M 1. 0./I/] S RM M=a 1n1M..]31] 3 OM1 3 - Construction Plans c:rMiny OrNin6g6, &dm Cmtr'1 - ud ;.NNm Wester Pdlutlae Ple�enWln iLns -- The f'mlerve n Bluff f k 3M, Oh, 5th u. WnN Y� IVY | \ } / / / � ® 0 $ $ƒ i §f _m � \ � | \ } / / / / /j a � •i qY qM 1 _ S j^ 1111L S•� acr�' [fill .(le�l(it 9� 1 i 4QFFFR�iE13cf¢¢P4R➢P{ C ®®lgtlf ®@tltltl!!Rtl@@!tl !tl®tltl�&tl R }#�2 k7&, ƒ22� J�|I------------ 11 ` | � | � � ] 1| � ) May 12, 2006 Dan Cook The Pemtom Land Company 7697 Anagram Drive Eden Prairie, MN 55345 Re: The Preserve — Planning Case 06-14 Dear Mr. Cook: Todd I3/Jill/Stephanie/Terry/Jerry MJMark: The Preserve at Bluff Creek 6`s Addition has been submitted on July 31, 2014 for final plat approval at the September 8, 2014 City Council Meeting. Please review these conditions of approval against the attached plans and respond to Kate no later than Friday, August 29, 2014. Respond to each condition as follows: • Still applies • Does not apply or has been met • Is modified as follows (include modification) • New condition A digital copy of this letter (for copying and pasting the conditions for your response) is available at g:\plan\2006 planning cases\06-14 the preserve\final plat documents — 6`s addition\preliminary approval ltr.doc On Monday, May 8, 2006 the Chanhassen City Council approved the rezoning of the land within the plat for " I'he Preserve" from Agricultural Estate District, A2, to Planned Unit Development - Residential, PUD -R; approval of a conditional use permit to permit development within the Bluff Creek Overlay District and alterations within the flood plain; and approval of the preliminary plat for "The Preserve" creating 155 lots, 15 outlots and right-of-way for public streets, plans prepared by Westwood Professional Services, hic., dated March 17, 2006, subject to the following conditions: 1. The drainage and utility easement over the norther portion of Lift Station #24 must be vacated and filed upon final approval of the final plat. 2. The "Existing Conditions" plan must be revised to show the drainage and utility easement that was granted to the City and contain trunk sanitary sewer and watermain. 3. Prior to City Council consideration of the final plat, the applicant must provide documentation indicating that the proposed right-of-way for Lyman Boulevard meets Carver County's requirement. 4. The grading plan must identify the existing and proposed 100 -year floodplain. 5. Due to the anticipated timing of the final plat with respect to the timing of formal approvals from FEMA, the proposed lots that are within the current floodplain may be preliminary platted subject to FEMA approval of the LOMR. 6. Any grading within the floodplain will require a Conditional Use Permit. 7. Catch basins on each side of all public streets must be no more than 300 feet apart. 8. The proposed outlet for Wetland A must lie along the edge of the wetland. Mr. Dan Cook May 12, 2006 Page 2 of 6 9. The storm sewer from Pond 1 must outlet to the wetland north of Pond 2 in order to maintain hydrology to the wetland. 10. Storm sewer within Street J must be rerouted through the side yards within Block 3 and outlet to Pond 2. 11. Hydraulic calculations must be submitted with the final plat submittals. 12. The legend on the final grading plan must identify the lowest floor elevation. 13. All buildings must be demolished before the second phase. 14. The final grading plan must show the top and bottom of wall elevations. 15. Any retaining wall four feet high or taller requires a building permit and must be designed by an Engineer registered in the State of Minnesota. 16. The developer must work with staff to find the preferred sanitary sewer alignment west of Block 3 prior to City Council consideration of the final plat. 17. The plan must be revised to show an 18 -inch diameter watermain on the south side of Lyman Boulevard to the east property line. 18. The developer's engineer must submit a separate cost estimate for the watermain oversizing along Lyman Boulevard with the final plat submittals. 19. To the maximum extent practicable, the trail along the east side of Bluff Creek must be within close proximity of the manholes for the existing trunk sanitary sewer. 20. The lowest floor elevation of each unit must be shown on the utility plan. 21. The existing well and septic system must be properly removed and abandoned during site grading and utility installation. 22. The developer must pay $15,776 in cash with the final plat for the pro -rated cost for the preparation of the 2005 MUSA AUAR. 23. The outstanding assessments — $310,999.03 for 2005 MUSA roads and water, and $162,976.08 for Highway 101/Lyman Boulevard/Highway 312/Highway 212 must be paid with the final plat or reassessed to the lots and outlots for future development. 24. Each new lot is subject to the sanitary sewer and water hookup charges. These fees are collected with the building permit and are based on the rates in effect at the time of building permit application. The party applying for the building permit is responsible for payment of these fees. 1 Mr. Dan Cook May 12, 2006 Page 3 of 6 25. The City will construct Bluff Creek Boulevard Improvements to serve the development in conjunction with public improvement project No. 06-05. The property within the plat will be specially assessed for this project. 26. The development is subject to the arterial collector fee, which must be paid in cash with the final plat. 27. Streets F and K must extend past Lot 6, Block 13 and Lot 1, Block 17, respectively to provide adequate space for a vehicle to back out of the driveway and tum into the street. 28. Curbs on public streets will be high -back; curbs on private streets will be surmountable. 29. The sidewalk along the north side of Street H between Street A and Street I, and along the north side of Street E must be eliminated. 30. Sidewalks adjacent to private streets and within privately owned outlots can be used by the public. 31. The applicant will work with staff to discuss eliminating Lots 1 and 2, Block 11, and Lots 1 through 5, Block 1. 32. The applicant shall revise the plan design to ensure adequate hydrology for Wetland 4 in the post -development condition. 33. If the applicant wishes to pursue an exemption for impact to Wetland A, the applicant shall furnish information to substantiate the exemption request. The applicant is advised that, even if impacts would be exempt from WCA, they may not be exempt from the requirements of the Army Corps of Engineers. 34. A wetland buffer with a minimum width of 16.5 feet shall be maintained around all wetlands and wetland mitigation areas. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant shall install wetland buffer edge signs, under the direction of City staff, before construction begins and shall pay the City $20 per sign. All structures shall maintain a setback of at least 40 feet from the wetland buffer edge. 35. All structures shall maintain a 50 -foot setback from the ordinary high water level of Bluff Creek. All structures shall maintain a minimum 40 -foot setback from the primary corridor. No alterations shall occur within the primary corridor or within the first 20 feet of the setback from the primary corridor. The 50 -foot setback, primary corridor boundary, 40 -foot structure setback and 20 -foot grading setback shall be shown on the plans. 36. The applicant shall provide details for the proposed trail crossing of Bluff Creek. Minnesota Department of Natural Resources (DNR) permits shall be obtained for all creek crossings. In addition, the trail alignment shall be revised to cross Bluff Creek in the same location as the sanitary sewer crossing. Immediately south of the creek crossing, the trail intersection shall be redesigned to avoid impact to the trees. Mr. Dan Cook May 12, 2006 Page 4 of 6 37. The plans shall be revised to provide a lower EOF for Wetland A and a path to the west for excess water that will not threaten proposed structures. 38. The EOF path for Pond 1 shall be revised to provide a more direct EOF route from Pond 1 to Wetland 4. 39. The proposed sanitary sewer and storm sewer outlet in the vicinity of Pond 2 shall be revised to ensure: 1. The runoff from the outlet will not compromise the integrity of the sanitary sewer; and 2. The sanitary sewer is not located below the normal water level (NWL) of Pond 2. 40. The outfall from Pond 3 shall not outlet upslope of the proposed trail. 41. The applicant shall clarify the avoidance of the drainage way to be preserved during the construction of Pond 4 and, if possible, redesign the pond to provide additional storage and treatment in lieu of avoiding the drainage way. 42. Pond 5 shall be constructed prior to the construction of all the areas that drain to it. 43. Drainage and utility easements (minimum 20 feet in width) shall be provided over all existing wetlands, wetland mitigation areas, buffer areas used as PVC and storm water ponds. 44. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Tyne of Slone Time (Maximum time an area can Steeper than 3:1 7 days remain open when the area 10:1 to 3:1 14 days is not actively being worked.) Flatter than 10:1 21 days These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. 45. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as -needed. 46. The applicant shall be proactive in addressing potential run-on problems in the vicinity of the extreme southeast comer of the property. This would potentially involve vertically tracking equipment up and down the graded faces of the slope to increase roughness and prevent rilling. Similar practices shall be used behind the homes along the central part of Outlot A. 47. At this time, the estimated total SWMP fee, due payable to the City at the time of final plat recording, is $242,760. Mr. Dan Cook May 12, 2006 Page 5 of 6 48. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency (NPDES Phase II Construction Site Permit), Minnesota Department of Natural Resources (for dewatering), Army Corps of Engineers, Minnesota Department of Transportation, Minnesota Department of Health) and comply with their conditions of approval. 49. The applicant shall demonstrate that the outlet pipe installation and elevation will not impact the wetland. 50. If recommended by the Park and Recreation Commission, park fees shall be paid as per City ordinance at the rate of final platting. 51. Tree protection fencing shall be installed prior to construction around all areas designated for preservation and/or at the edge of proposed grading limits. 52. A walk-through inspection of the silt/tree preservation fence shall be required prior to construction. 53. No burning permits shall be issued for tree removal. All trees removed on site shall be chipped and used on site or hauled off. 54. A turf plan shall be submitted to the City indicating the location of sod and seeding areas. 55. Buffer plantings shall be installed along the east property line in the rear yards of Lots 7 through 16, Block 3 and Lots 1 through 5, Block 10. 56. Applicant shall remove Emerald Queen Norway maple from the planting schedule. The applicant shall substitute another species with approval from the City. 57. A conservation easement shall be recorded over Outlot A. 58. The developer shall work with staff to develop and install appropriate markers at lot lines to demarcate the primary zone. 59. The applicant shall submit a plan for the revegetation of any areas of grading within Outlot A. The plan shall incorporate native plants and be consistent with the City's Bluff Creek Natural Resources Management Plan Appendix C. Special attention should be paid to areas with steep slopes (greater than 3:1). Staff recommends that the Hill Prairie planting list be used for the restoration. 60. The applicant shall provide all design, engineering, construction and testing services required of the "Bluff Creek Trail." All construction documents shall be delivered to the Park and Recreation Director and City Engineer for approval prior to the initiation of each phase of construction. The trail shall be 10 feet in width, surfaced with bituminous material and constructed to meet all city specifications. The applicant shall be reimbursed for the actual cost of construction materials for the Bluff Creek Trail. This reimbursement payment shall be Mr. Dan Cook May 12, 2006 Page 6 of made upon completion and acceptance of the trail and receipt of an invoice documenting the actual costs for the construction materials utilized in its construction. 61. Outlots A, B, L and N be conveyed to the city as public property by warranty deed. 62. The following items are to be addressed at final plat: • Attention to garage door facades including n percent of doors with windows • Color palate ( 4 minimum) • Private streets and sidewalks, • Percentage of future boilable area, • Setbacks on comer lots • Turnarounds at the end of private streets. Attached are the requirements for final plat. Please feel free to call me at 952-227-1139 if you have any questions. Sincerely, Kathryn R. Aanenson, AICP Community Development Director Enc. c: Gayle & Lois Degler g:�pbm\2006 plmming ca \0&14 the pre e\rmal plat dm=ents6th additicn\prelimh=y approval lmdoc LA m 3 �-Wo G A3HS 33S [ A3HS 33S a LJh! G 1 {t ! E LA m 3 �-Wo G A3HS 33S [ A3HS 33S a LJh! G a !� 9 133H5 335 r r x, i� rr r ii illl i� i I!!e!1 WIN �! d 111 10 E g1g � , S tilig I p�p g gg [ 1 sllA i t I a � I Y - L / d €a{€L c c�€ ' !E ai € g 1 p ae X i� i{! Ei. illi I €a{€L c c�€ ' !E ai - g 1 I� j t i C ttli It i el 35� � 3t 11t11p S¢zzd i58F H RE 19 C 6J lips Allis .D a °z fd i P a b - .,.0 ,m.,o„ � . s- u €11H z I 9 1p.1 It 0:1 E h 6 @E Bf9`ly "e. [SeaE E ms6ea l$ EEg� §a e�aCabis € Pis � 1 �Ji€ 65 €a_E a EE y 3 � N ea S9 e`s Y�pp�n ER .F tlE .J y Y dpp ogg 3� 33 oqq qq 4d4 y�y h 6 @E Bf9`ly "e. 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C"IftA98ENPLANNING DEPT Arden Hills, MN 55112 651-288-0600 FAX 651-288-0659 Run Description "'" "�"` From From To To Area Up Inlet (Acres) Sum Area Area Time of Cono (min) Pipe Time (min) Selected Tot Tc "C" CXA Sum CXA Intensity (IN/HR) O =Flow O =CAI Slope % Pipe Dia(in.) Select Dia(in.) Capacity of pipe Full Velocity (fps) Pipe Length Rim Elevation Invert Elev. Cover Prefix # Prefix # Up M.H. Dn M.H. Up M.H. Dn M.H. Up CB 229 CBMH 228 0.39 0.397.007.00 7.00 0.05 7.00 0.45 0.18 0.18 6.53 1.15 2.00 6.89 15 9.14 7.44 26 932.21 932.21 928.21 927.69 2.56 3.08 CBMH 228 CBMH 227 0.23 0.62 7.00 0.11 7.06 0.45 0.10 0.28 6.51 1.82 5.00 6.89 15 14.44 11.77 80 932.21 928.84 927.69 923.69 3.08 3.71 CBMH 227 CBMH 137A 0.07 0.69 7.00 0.35 7.17 0.45 0.03 0.31 6.47 2.01 1.27 9.26 15 7.28 5.93 123 928.84 926.68 923.69 922.13 3.71 3.11 CB 224 CBMH 223 0.30 0.30 7.00 0.05 7.00 0.45 0.14 0.14 6.53 C 88 2.00 6.24 15 9.14 7.44 23 921.05 921.05 917.05 916.59 2.56 3.02 CBMH 223 CBMH 222 0.46 0.76 7.00 0.19 7.05 0.45 0.21 0.34 6.51 2.23 4.00 7.76 15 12.92 10.53 120 921.05 916.16 916.59 911.79 3.02 2.93 CBMH 222 CBMH 220 0.21 0.97 1 7.00 0.06 7.24 0.45 1 0.09 0.44 6.45 2.82 2.35 9.36 15 9.90 8.07 30 916.16 915.41 911.79 911.09 2.93 1 2.89 CB 1 221 1CBMH1 220 1 0.33 1 0.33 1 7.00 1 0.06 1 7.00 1 0.45 0.15 0.15 6.53 1 097 1 1.40 1 6.92 1 15 1 7.64 1 6.23 23 1 915.41 1 915.41 1 911.41 1 911.09 1 2.56 2.88 CB 1 214 1CBMH1 213 0.28 0.28 7.00 0.11 7.00 0.45 0.13 0.13 6.53 0.82 0.55 7.75 15 4.79 3.90 26 935.35 935.35 931.35 931.21 2.56 2.71 JUIEWHI 213 ICBMHI 211 1 0.14 0.42 7.00 0.40 7.11 10.451 0.06 10.19 1 6.49 1.23 2.33 6.87 15 1 9.86 8.04 193 935.35 931.17 931.21 926.71 2.71 3.02 CB 1 212 1CBMHI 211 1 0.33 0.33 7.00 0.05 7.00 10751 0.15 1 U.157F 6.53 0.97 1 2.50 1 6.20 15 1 10.21 1 8.32 1 26 1 931.36 1 931.17 1 927.36 1 926.71 1 2.56 1 3.02 ICBMHI 211 ICBMH1 210 1 0.21 0.96 7.00 0.16 7.51 0.45 0.09 0.43 6.36 2.75 5.95 7.79 15 15.76 12.84 122 931.17 923.47 926.71 1 919.45 3.02 1 2.58 CBMH 210 CBMH 207 0.25 1.21 7.00 0.07 7.67 0.45 0.11 0.54 6.31 3.414 7.50 8.11 15 17.69 14.42 62 923.47 919.82 919.45 914.80 2.58 3.58 CB 209 CBMH 208 0.54 0.54 10.00 0.32 10.00 0.30 0.16 0.16 5.65 0.92 2.15 6.25 15 9.47 7.72 148 923.40 919.82 919.01 915.83 2.95 2.55 CBMH 208 JUL3MHI 207 1 0.31 1 0.85 7.00 0.04 10.32 0.451 0.14 10.30 1 5.58 1 1.68 1 3.95 1 7.00 1 15 12.84 10.46 26 919.82 919.82 915.83 914.80 2.55 3.58 CBMH 1 207 ICBMHl 204A 1 0.15 2.21 7.00 0.09 10.36 0.45 0.07 0.91 5.57 5.09 3.75 10.70 15 12.51 10.19 53 919.82 916.81 914.80 912.81 3.58 2.56 IUBMH1204A]CBMHI 904.50 204 1 0.10 1 2.31 1 7.00 0.22 10.45 0.45 0.05 0.96 5.55 5.32 4.95 10.33 15 14.37 11.71 156 916.81 909.25 912.81 905.09 2.56 2.72 CB 206 CBMH 205 0.60 0.60 10.00 0.61 10.00 0.30 0.18 0.18 5.65 1.02 0.50 8.54 15 4.57 3.72 137 908.60 909.25 904.50 903.82 2.66 4.00 CBMH 205 CBMH 204 0.40 1.00 7.00 0.11 10.61 0.45 0.18 0.36 5.51 1.98 0.60 10.60 15 5.00 4.08 26 909.25 909.25 903.82 903.66 4.00 4.15 CBMH 204 STMH 203A 0.33 3.64 7.00 0.29 10.72 0.45 0.15 1.47 5.49 8.05 3.46 12.91 15 12.02 9.79 173 909.25 902.61 903.66 897.67 4.15 3.50 STMH 203A STMH 203 0.00 3.64 7.00 0.05 11.01 0.45 0.00 1.47 5.42 7.95 3.00 13.20 15 11.19 9.12 26 902.61 902.74 897.67 896.89 3.50 4.41 CB 1 219 ICBMHI 218 1 0.520.52 7.00 0.05 7.00 0.45 1 0.23 10.23 6.53 1.53 2.00 7.67 15 9.14 7.44 23 902.88 902.88 898.88 898.42 2.56 1 3.02 CBMH 218 CBMH 216 0.47 0.99 7.00 0.24 7.05 0.45 0.21 0.45 6.51 2.00 1.72 10.04 15 8.47 6.90 101 902.88 902.13 898.42 896.68 3.02 4.01 CB 216A CBMH 216B 0.48 0.48 10.00 0.28 10.00 0.30 0.14 0.14 5.65 0.81 2.20 5.95 15 9.58 7.81 130 904.94 903.88 900.94 898.08 2.56 4.36 CBMH 216B CBMH 216 0.35 0.83 10.00 0.12 10.28 0.45 0.16 0.30 5.59 1.68 2.46 7.65 15 1 10.13 1 8.26 1 57 903.88 1 902.13 1 898.08 896.68 1 4.36 1 4.01 IsMAT 65 CBMH 64 0.50 0.50 10.00 0.61 10.00 0.30 0.15 0.15 5.65 0.85 0.60 7.71 15 5.00 4.08 149 924.30 924.84 920.30 919.41 2.56 4.00 STMH 1 203 ICBMH 201 0.00 6.63 0.00 0.18 11.06 0.45 0.00 2.74 5.41 14.83 0.90 20.89 21 15.03 6.25 66 902.23 902.14 895.51 894.92 4.74 5.24 CBMH 63 STMH 62 0.28 1.15 7.00 0.08 10.65 0.45 0.13 0.44 5.50 2.43 6.50 7.32 15 16.47 13.42 64 924.84 920.64 918.45 914.29 4.96 4.92 CB 1 202 JCBMHJ 201 1 0.27 1 0.27 1 7.00 0.06 7.00 10.45 0.12 10.12 1 6.53 1 0.79 1 2.00 1 6.00 1 15 9.14 7.44 26 1 902.14 1 902.14 1 898.14 1 897.62 1 2.56 1 3.08 GBMHj 61 jCbMHj 59 1 0.10 1.25 7.00 0.95 10.87 0.45 0.05 10.49 1 5.45 1 2.66 0.35 13.09 15 3.82 1 3.11 177 1 919.58 CB 65 CBMH 64 0.50 0.50 10.00 0.61 10.00 0.30 0.15 0.15 5.65 0.85 0.60 7.71 15 5.00 4.08 149 924.30 924.84 920.30 919.41 2.56 4.00 STMH 1 203 ICBMH 201 0.00 6.63 0.00 0.18 11.06 0.45 0.00 2.74 5.41 14.83 0.90 20.89 21 15.03 6.25 66 902.23 902.14 895.51 894.92 4.74 5.24 CBMH 63 STMH 62 0.28 1.15 7.00 0.08 10.65 0.45 0.13 0.44 5.50 2.43 6.50 7.32 15 16.47 13.42 64 924.84 920.64 918.45 914.29 4.96 4.92 CB 1 202 JCBMHJ 201 1 0.27 1 0.27 1 7.00 0.06 7.00 10.45 0.12 10.12 1 6.53 1 0.79 1 2.00 1 6.00 1 15 9.14 7.44 26 1 902.14 1 902.14 1 898.14 1 897.62 1 2.56 1 3.08 GBMHj 61 jCbMHj 59 1 0.10 1.25 7.00 0.95 10.87 0.45 0.05 10.49 1 5.45 1 2.66 0.35 13.09 15 3.82 1 3.11 177 1 919.58 919.72 914.20 913.58 3.94 4.70 CBMH 1 201 ICBMHI 132A 1 0.48 1 7.38 1 7.00 1 0.11 11.24 10.45 0.22 13.08 1 5.37 1 16.54 1 4.65 1 16.00 1 21 34.17 14.21 97 1 902.14 1 903.45 1 894.92 1 890.41 1 5.24 11.06 CB 65 CBMH 64 0.50 0.50 10.00 0.61 10.00 0.30 0.15 0.15 5.65 0.85 0.60 7.71 15 5.00 4.08 149 924.30 924.84 920.30 919.41 2.56 4.00 CBMH 64 CBMH 63 0.37 0.87 1 7.00 1 0.04 10.61 In.45 I 0.17 0.32 5.51 1.74 3.69 7.19 15 12.41 10.11 26 924.84 924.84 919.41 918.45 4.00 4.96 CBMH 63 STMH 62 0.28 1.15 7.00 0.08 10.65 0.45 0.13 0.44 5.50 2.43 6.50 7.32 15 16.47 13.42 64 924.84 920.64 918.45 914.29 4.96 4.92 STMH 1 62 JCBMHJ 61 1 0.00 1.15 7.00 0.13 10.73 0.45 0.00 1 0.44 1 5.48 1 2.43 0.35 12.65 15 3.82 1 3.11 25 1 920.64 919.58 914.29 914.20 4.92 1 3.94 GBMHj 61 jCbMHj 59 1 0.10 1.25 7.00 0.95 10.87 0.45 0.05 10.49 1 5.45 1 2.66 0.35 13.09 15 3.82 1 3.11 177 1 919.58 919.72 914.20 913.58 3.94 4.70 CBMH 57 CBMH 56 0.45 2.48 7.00 0.09 12.04 0.45 0.20 1.01 5.21 5.26 3.51 10.98 15 12.10 9.86 51 911.34 909.49 907.26 905.47 2.65 2.59 CBMH 56 CBMH 54 CB 1 60 JCBMHJ 59 0.21 0.21 10.00 0.39 10.00 0.30 0.06 0.06 5.65 0.36 1.05 5.01 15 6.62 5.39 126 918.90 919.72 914.90 913.58 2.56 4.71 CBMH 59 CBMH 57 0.54 1 2.00 1 7.00 1 0.23 1 11.81 10.45 0.24 10.79 1 5.26 1 477-1 4.27 9.70 1 15 1 13.35 1 10.88 1 148 1 919.72 1 911.34 1 913.58 1 907.26 1 4.71 1 2.65 CB 58 CBMH57 50 0.03 1 0.03 1 10.00 1 0.12 1 10.00 10.45 0.01 10.011 5.65 1 0.08 0.35 3.46 1 15 1 3.82 1 3.11 1 23 1 911.34 1 911.34 1 907.34 1 907.26 1 2.56 2.64 CBMH 57 CBMH 56 0.45 2.48 7.00 0.09 12.04 0.45 0.20 1.01 5.21 5.26 3.51 10.98 15 12.10 9.86 51 911.34 909.49 907.26 905.47 2.65 2.59 CBMH 56 CBMH 54 0.07 2.55 7.00 0.11 12.13 0.45 0.03 1.04 5.20 5.41 3.22 11.27 15 11.59 9.45 63 909.49 907.44 905.47 903.44 2.59 2.56 CB 1 55 jCBMHj 54 1 0.43 0.43 10.00 0.45 10.00 0.30 0.13 0.13 5.65 0.73 0.85 6.82 15 5.96 4.85 130 908.54 907.44 904.54 903.44 2.56 2.57 CBMHj 54 lCBMHl 53 1 0.09 1 3.07 1 7.00 I 0.15 1 12.24 I 0.45 0.04 1 1.21 5.18 6.27 1.53 13.69 15 7.99 6.51 60 907.44 906.52 903.44 902.52 2.57 2.57 CBMH 53 CBMH 52 0.06 3.13 7.00 0.10 12.39 0.45 0.03 1.24 5.15 6.37 1.00 14.92 15 6.46 5.26 31 906.52 906.21 902.52 902.21 2.57 2.57 CBMH 52 STMH 51 1 0.28 3.41 7.00 0.13 12.49 0.45 0.13 1.36 5.13 6.99 10.83 9.89 15 21.26 17.32 133 906.21 894.60 902.21 887.80 2.57 5.36 STMH 51 FES 50 0.00 3.41 7.00 0.46 12.62 1 0.45 0.00 1.36 5.11 1 6.96 1 0.30 1 19.34 1 21 8.68 3.61 99 894.60 876.00 876.30 876.00 16.32 0.00 CB 1 84 JCBMHJ 83 0.38 1 0.38 10.00 0.39 1 10.00 0.30 1 0.11 0.11 1 5.65 0.64 1.00 6.32 1 15 6.46 5.26 122 912.24 912.04 1 909.24 1 908.02 1 1.56 2.58 CBMHj 83 JCBMHJ 82 0.34 0.72 7.00 0.06 10.39 0.45 0.15 0.27 1 5.56 1 1.49 4.20 6.60 15 13.24 10.79 40 912.04 910.34 908.02 1 906.34 1 2.58 2.56 CBMHj 82 JSIMHJ 80 1 0.21 0.93 7.00 0.30 10.45 0.45 0.09 0.36 1 5.55 1 2.01 3.07 7.84 15 11.32 9.22 166 910.34 906.00 906.34 1 901.24 1 2.56 1 3.32 CB I81 STMH 80 0.41 0.41 7.00 0.14 7.00 0.45 0.18 0.18 6.53 1.21 0.50 9.10 15 4.57 3.72 31 905.40 906.00 901.40 901.25 2.56 3.32 STMH 80 CBMH 79 0.00 1.34 7.00 0.23 10.75 0.45 0.00 0.55 5.48 2.99 1.40 10.55 15 7.64 6.23 85 906.00 904.81 901.24 900.05 3.32 3.32 CBMH 79 CBMH 76 0.43 1.77 7.00 0.23 10.98 0.45 0.19 0.74 5.43 4.02 1.60 11.49 15 8.17 6.66 93 904.81 903.89 900.05 898.57 3.32 3.89 CB 77 CBMH 76 0.30 0.30 1 10.00 0.06 10.00 10.30 1 0.09 0.09 5.65 0.51 3.02 4.70 15 11.23 9.15 34 905.12 903.89 899.60 898.57 4.08 3.88 CBMH 76 JUUMHJ 74 1 0.06 1 2.13 7.00 0.43 11.21 10.451 0.03 10.86 1 5.38 4.61 0.55 14.78 15 4.79 3.90 101 903.89 903.34 898.57 898.01 3.89 3.89 CB 1 75 ICBMH 74 0.55 0.55 7.00 0.10 7.00 0.45 0.25 0.25 6.53 1.62 0.50 10.16 15 4.57 3.72 23 903.34 903.34 899.34 899.23 2.56 2.68 CBMH 1 74 ISTMHI 71 1 0.27 2.95 1 7.00 0.04 1 11.64 10.451 0.12 1 1.231 5.29 1 6.49 1 1.50 1 13.92 15 1 7.91 6.45 15 1 903.34 1 904.70 1 898.01 1 897.79 1 3.89 1 5.48 CB 1 73 ICBMHI 72 1 0.22 0.22 7.00 0.32 7.00 0.45 0.10 0.10 6.53 0.65 3.04 5.14 15 11.26 9.18 174 914.13 908.84 910.13 904.84 2.56 2.56 CB 1 88 JCBMH 72 0.23 1.81 7.00 0.07 7.61 0.45 0.10 0.81 6.33 5.15 2.15 11.94 15 9.47 7.72 34 909.57 908.84 905.57 904.84 2.56 2.56 CB 78A CBMH 78 0.56 0.56 10.00 0.06 10.00 0.30 0.17 0.17 5.65 0.95 5.23 5.36 15 14.77 12.04 44 909.90 907.60 905.90 903.60 2.56 2.56 CBMH 78 CBMH 72 0.07 0.63 10.00 0.58 10.06 0.30 0.02 0.19 5.64 1.07 0.50 8.69 15 4.57 3.72 129 907.60 908.84 903.60 902.95 2.56 4.45 ICBMHI 72STMH 71 0.29 2.95 7.00 0.21 10.64 0.45 1 0.13 1 1.23 5.50 6.79 3.88 1 11.85 15 1 12.72 10.37 133 1 908.84 1 904.70 1 902.95 1 897.79 1 4.45 1 5.47 STMH 71 CBMH 70 0.00 5.90 7.00 0.1811.68 7.00 0.45 0.00 2.46 5.28 12.99 1 6.25 1 13.82 15 1 16.15 13.16 142 904.70 894.73 897.79 888.91 5.48 4.38 CBMH 70 CBMH 69 0.07 5.97 7.00 0.04 11.86 0.45 1 0.03 1 2.49 1 5.25 1 15.07 1 4.20 1 14.93 1 15 1 13.24 1 10.79 1 23 1 1 894.73 1 1 894.73 1 1 888.91 I 1 887.94 I 1 4.38 1 I 5.35 CBMH 69 STMH 68 0.41 6.38 7.00 0.17 11.89 0.45 0.18 2.67 5.24 14.02 7.63 1 13.70 1 15 17.84 14.54 1 144 894.73 883.50 887.94 876.96 5.35 5.11 STMH 68 STMH 67 0.00 6.38 7.00 0.67 12.06 0,451 0.00 2.67 5.21 1".94 0.22 26.58 27 14.53 3.65 146 883.50 886.20 876.16 875.84 4.82 7.84 STMH 67 FES 66 0.00 6.38 7.00 0.25 12.72 1 0.451 0.00 12.67 1 5.09 13.61 0.20 26.82 27 13.85 3.48 52 886.20 876.00 875.84 875.73 7.84 0.00 CB 92 CBMH 91 0.92 1 0.92 7.00 0.08 7.00 0.45 0.41 1 0.41 1 6.53 2.70 1 1.00 I 10.82 I 15 6.46 I 5.26 I 26 902.38 901.98 898.38 898.12 2.56 2.42 CBMH 91 CBMH 90 0.59 1.51 7.00 0.16 7.08 0.45 0.27 0.68 6.50 4.42 1.00 13.01 15 6.46 5.26 49 901.98 902.54 898.12 897.63 2.42 3.47 CBMH 90 STMH 89 0.07 1.58 7.00 0.04 7.24 0.45 0.03 0.71 6.45 4.59 121.001 7.45 1 15 29.60 24.12 65 902.54 888.00 897.63 883.98 3.47 2.58 STMH 89 FES 88 0.00 1.58 7.00 0.33 7.28 0.45 1 0.00 0.71 6.44 4.58 1 0.30 1 16.52 1 18 5.75 3.26 64 888.00 870.00 870.19 870.00 16.10 1 0.00 CB 95 CBMH 94 1.29 1.29 7.00 0.06 7.00 0.45 0.58 0.58 6.53 3.79 2.00 10.79 15 9.14 7.44 26 889.32 889.32 885.32 884.80 2.56 3.08 CBMH 94 FES 93 0.13 1.42 7.00 0.44 1 7.06 10.45 1 0.06 1 0.64 1 6.51 1 4.16 1 0.30 1 15.94 18 1 5.75 3.26 1 86 889.32 870.00 870.26 1 870.00 1 17.35 1 0.00 SPECIFICATIONS FOR: • Erosion Control, Sanitary Sewer, Water Main, Storm Sewer & Street Construction Planning Traffic Engineering Landscape Architecture The Preserve at Bluff Civil Engineering Creek 6th Addition Land Surveying Single Family Residential Environmental Studies Offices: Chanhassen, MN Minneapolis S,. Cloud July 2014 Prepared for: Chanhassen Residential Development Partners, LLC One Corporate Center III, Suite 300 7300 Metro Blvd. Edina, MN 55439-2302 Contact: Todd Baumgartner Prepared by: Westwood Professional Services, Inc. I'l OFC -1 7699 Anagram Drive RFCE ED`��` Eden Prairie, MN 55344 (952) 937-5150 JUL 3 7 P014 Contact: Fran Hagen, PE C`NI9 P%' Er,P(AAININpnE-� Project No. 0004181 Specification Book SPECIFICATIONS FOR: EROSION CONTROL, SANITARY SEWER, WATER MAIN, STORM SEWER AND STREET CONSTRUCTION The Preserve at Bluff Creek 6th Addition CHANHASSEN, MINNESOTA Owner: Chanhassen Residential Development Partners, LLC Planner, Engineer, Surveyor: Westwood Professional Services, Inc. I hereby certify that this specification was prepared by me or under my direct supervision and that I am a duly Registered Professional gngineer under the laws of the State of Minnesota. l/ (4 cz 114 July . 2014 Francis D. Hagen, Z PJEJ Date Reg. No. 17716 Specification Index Section Signature Page 1.0 Proposal Form 2.0 Agreement 3.0 Instructions to Bidders 4.0 Supplementary Conditions to the Standard General Conditions of the Construction Contract 5.0 General Conditions 6.0 Special Provisions 7.0 Soil Report & Borings 8.0 CEAM Specifications Section 1.0 Proposal Form Section 2.0 Agreement AGREEMENT BETWEEN OWNER AND CONTRACTOR ON THE BASIS OF A STIPULATED PRICE THIS AGREEMENT is dated as of the day of in the year 2014 by and between Chanhassen Residential Development Partners, LLC (hereinafter called OWNER) and . (hereinafter called CONTRACTOR). OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: ARTICLE 1. WORK. 1.01 CONTRACTOR shall complete all Work as specified or indicated in the Contract Documents. The Work is generally described as follows: Sanitary Sewer, Water Main, Storm Sewer & Street Construction for The Preserve at Bluff Creek 6th Addition in Chanhassen, MN. ARTICLE 2. THE PROJECT 2.01 The Project for which the Work under the Contract Documents may be the whole or only a part is generally described as follows: lain, Storm Sewer & Street Construction for The Preserve at Bluff Creek 6th MN. ARTICLE 3. ENGINEER 3.01 The Project has been designed by Westwood Professional Services, Inc., 7699 Anagram Drive, Eden Prairie, MN 55344, who is hereinafter called ENGINEER and who is to act as OWNER's representative, assume all duties and responsibilities, and have the rights and authority assigned to ENGINEER in the Contract Documents in connection with completion of the Work in accordance with the Contract Documents. ARTICLE 4. CONTRACT TIMES. 4.01 Time of the Essence A. All time limits for Milestones, if any, Substantial Completion, and completion and readiness for final payment as state in the Contract Documents are of the essence of the Contract. 4.02 Days to Achieve Substantial Completion and Final Payment A. The Work will be substantially completed on or before the date stated in the Bid Proposal and completed and ready for final payment in accordance with paragraph 14.07 of the General Conditions and the Supplementary Conditions on or before the date stated in the Bid Proposal. 4.03 Liquidated Damages A-1 A. CONTRACTOR and OWNER recognize that time is of the essence of this Agreement and that OWNER will suffer financial loss if the Work is not completed within the times specified in paragraph 4.02 above, plus any extensions thereof allowed in accordance with Article 12 of the General Conditions and the Supplementary Conditions . The parties also recognize the delays, expense and difficulties involved in proving the actual loss suffered by OWNER if the Work is not completed on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as liquidated damages for delay (but not as a penalty) CONTRACTOR shall pay OWNER One Thousand Dollars (S 1000.00) for each day that expires after the time specified in paragraph 4.02 for Substantial Completion until the work is substantially complete. After Substantial Completion, if CONTRACTOR shall neglect, refuse or fail to complete the remaining work within the time specified in the Bid Proposal for completion and readiness for final payment or any proper extension thereof granted by OWNER, CONTRACTOR shall pay OWNER One Thousand Dollars (S 1000.00) for each day that expires after the time specified in paragraph 4.02 for completion and readiness for final payment. ARTICLE 5. CONTRACT PRICE. 5.01 OWNER shall pay CONTRACTOR for completion of the Work in accordance with the Contract Documents an amount in current funds as detailed in the attached CONTRACTOR's Bid. As provided in paragraph 11.03 of the General Conditions and the Supplementary Conditions , estimated quantities are not guaranteed, and determination of actual quantities and classifications are to be made by ENGINEER as proved in paragraph 9.07 of the General Conditions and the Supplementary Conditions . Unit prices have been computed as provide in paragraph 11.03 of the General Conditions and the Supplementary Conditions. ARTICLE 6. PAYMENT 6.01 Submittal and Processing of Payments A. CONTRACTOR shall submit Applications for Payment in accordance with Article 14 of the General Conditions and the Supplementary Conditions. Applications for Payment will be processed by ENGINEER as provided in the General Conditions and the Supplementary Conditions . 6.02 Progress Payments; Retainage. A. OWNER shall make progress payments on account of the Contract Price on the basis of CONTRACTOR's Applications for Payment as recommended by ENGINEER upon completion of construction, required testing & acceptance by the City of each of the following 2 Phases of Construction: 1. Sanitary Sewer, Water Main & Storm Sewer Construction 2. Street Construction through the installation of the Bituminous Base Course and the backfilling of the Concrete Curb The estimates will be prepared based on the Contract Unit Pricing Proposal for work completed and accepted by the City, less 5% to be retained until final completion and acceptance of the work and less previous payments. Progress estimates will be prepared by the ENGINEER as A-2 accurately as the available information will permit but the only estimate that is binding is the final estimate. Copies of progress estimates will be furnished to the CONTRACTOR within 5 days of City acceptance of each phase of construction for his review and approval. Progress estimates approved by the CONTRACTOR shall be counter -signed by the ENGINEER and forwarded to the OWNER for payment. The CONTRACTOR will be required to keep accurate records of said construction, but will not be required to apply said quantities for payment until final payment has been requested. Estimates prepared by the ENGINEER that vary considerably from what the CONTRACTOR claims shall be brought to the attention of the ENGINEER in writing prior to the next pay period Payment will be made within 30 days of receipt of the estimate by the OWNER except as otherwise agreed between the CONTRACTOR and OWNER. The OWNER may withhold payment in whole or in part on an approved estimate to the extent necessary to protect himself from loss on account of any of the following causes discovered subsequent to approval of the estimate by the ENGINEER, as follows: 1. Defective work not remedied. 2. Claims for labor or materials famished the CONTRACTOR or Subcontractor, or reasonable evidence indicating probable filing of such claims. 3. Failure of CONTRACTOR to make payments properly to Subcontractors or for work or labor. 4. Amounts necessary to insure that an overpayment on the total contract amount will not occur. 5. Evidence of damage to another CONTRACTOR or private property. 6.03 Final Payment A. Upon final completion and acceptance of the Work in accordance with paragraph 14.07 of the General Conditions and the Supplementary Conditions , OWNER shall pay the remainder of the Contract Price as recommended by ENGINEER as provided in said paragraph 14.07. ARTICLE 7. INTEREST 7.01 All money not paid when due as provided in Article 14 of the General Conditions and the Supplementary Conditions , unless otherwise noted, shall bear interest at a rate of 8.00, . per annum. ARTICLE 8. CONTRACTOR'S REPRESENTATIONS. 8.01 In order to induce OWNER to enter into this Agreement, CONTRACTOR makes the following representations: A. CONTRACTOR has examined and carefully studied the Contract Documents (including the Addenda listed in Article 9) and the other related data identified in the Bidding Documents including "technical data." A-3 B. CONTRACTOR has visited the Site and become familiar with and is satisfied as to the general, local and Site conditions that may affect cost, progress, performance or furnishing of the Work. C. CONTRACTOR is familiar with and is satisfied as to all federal, state and local Laws and Regulations that may affect cost, progress, performance and furnishing of the Work. D. CONTRACTOR has carefully studied all (1) reports of explorations and tests of subsurface conditions at or contiguous to the site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the site (except Underground Facilities) which have been identified in the Supplementary Conditions as provided in Paragraph 4.02 of the General Conditions and the Supplementary Conditions and (2) reports and drawings of a hazardous Environmental Condition, if any, at the Site which has been identified in the Supplementary Conditions as provided in paragraph 4.06 of the General Conditions and the Supplementary Conditions. CONTRACTOR acknowledges that such reports and drawings are not Contract documents and may not be complete for CONTRACTOWs purposes. CONTRACTOR acknowledges that OWNER and ENGINEER do not assume responsibility for the accuracy or completeness of information and data shown or indicated in the Contract documents with respect to Underground Facilities at or contiguous to the site. E. CONTRACTOR has obtained and carefully studied (or assumes responsibility for having done so) all such additional supplementary examinations, investigations, explorations, tests, studies and data concerning conditions (surface, subsurface and Underground Facilities) at or contiguous to the site or otherwise which may affect cost, progress, performance or famishing of the Work or which relate to any aspect of the means, methods, techniques, sequences and procedures of construction to be employed by CONTRACTOR, including applying the specific means, methods, techniques, sequences, and procedures of construction, if any, expressly required by the Contract Documents to be employed by CONTRACTOR, and safety precautions and programs incident thereto. F. CONTRACTOR does not consider that any additional examinations, investigations, explorations, tests, studies or data are necessary for the performance and famishing of the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents. G. CONTRACTOR is aware of the general nature of work to be performed by OWNER and others at the site that relates to the Work as indicated in the Contract Documents. H. CONTRACTOR has correlated the information known to CONTRACTOR, information and observations obtained from visits to the site, reports and drawings identified in the Contract Documents and all additional examinations, investigations, explorations, tests, studies and data with the Contract Documents. I. CONTRACTOR has given ENGINEER written notice of all conflicts, errors, ambiguities or discrepancies that CONTRACTOR has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to CONTRACTOR. J. The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. ARTICLE 9. CONTRACT DOCUMENTS. A-4 9.01 Contents A. The Contract Documents which comprise the entire agreement between OWNER and CONTRACTOR concerning the work consist of the following: 1. This Agreement 2. Performance, Payment Bonds, and Insurance Certificates 3. Notice to Proceed. 4. General Conditions (pages 1 to 62, inclusive). 5. Supplementary Conditions 6. Specifications bearing the title Sanitary Sewer, Water Main, Storm Sewer & Street Construction for The Preserve at Bluff Creek 6th Addition in Chanhassen, MN. 7. Drawings consisting of sheets with each sheet bearing the following general title: Sanitary Sewer, Water Main, Storm Sewer & Street Construction for The Preserve at Bluff Creek 6th Addition in Chanhassen. MN. 8. Addenda 9. CONTRACTOR's Bid 10. Documentation submitted by CONTRACTOR prior to Notice of Award 11. The following which may be delivered or issued after the Effective Date of the Agreement and are not attached hereto: All Written Amendments and other documents amending, modifying or supplementing the Contract Documents pursuant to paragraphs 3.04 of the General Conditions and the Supplementary Conditions. 12. There are no Contract Documents other than those listed above in Article 9. 13. The Contract Documents may only be amended, modified or supplemented as provided in Paragraphs 3.04 of the General Conditions and the Supplementary Conditions. ARTICLE 10. MISCELLANEOUS 10.01 Terms A. Terms used in this Agreement which are defined in Article 1 of the General Conditions and the Supplementary Conditions will have the meanings indicated in the General Conditions and the Supplementary Conditions. 10.02 Assignment of Contract A-5 A. No assignment by a party hereto of any rights under or interests in the Contract Documents will be binding on another party hereto without the written consent of the party sought to be bound; and, specifically but without limitation, moneys that may become due and moneys that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment no assignment will release or discharge the assignor from any duty or responsibility under the Contract Documents. 10.03 Successors and Assigns A. OWNER and CONTRACTOR each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, its partners, successors, assigns and legal representatives in respect to all covenants, agreements and obligations contained in the Contract documents. 10.04 Severability A. Any provision or part of the Contract Documents held to be void or unenforceable under any Law or Regulation shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon OWNER and CONTRACTOR, who agree that the Contract Documents shall be reformed to replace such stricken provision or part thereof with a valid and enforceable provision that comes as close as possible to expressing the intention of the stricken provision. 10.05 CONTRACTOR'S Certifications A. CONTRACTOR certifies that it has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for or in executing the Contract. For the purposes of this Paragraph 10.05: I . `corrupt practice" means the offering, giving, receiving, or soliciting of anything of value likely to influence the action of a public official in the bidding process or in the Contract execution; 2. "fraudulent practice" means an intentional misrepresentation of facts made (a) to influence the bidding process or the execution of the Contract to the detriment of OWNER, (b) to establish Bid or Contract prices at artificial noncompetitive levels, or (c) to deprive OWNER of the benefits of free and open completion; 3. "collusive practice" means a scheme or arrangement between two or more Bidders, with or without the knowledge of OWNER, a purpose of which is to establish Bid prices at artificial, non-competive levels; and 4. "coercive practice" means harming or threatening to harm, directly or indirectly, persons or their property to influence their participation in the bidding process or affect the execution of the Contract. IN WITNESS WHEREOF, OWNER and CONTRACTOR have signed this Agreement in triplicate. One counterpart each has been delivered to OWNER, CONTRACTOR and ENGINEER. All portions of the Contract Documents have been signed, initialed or identified by OWNER and CONTRACTOR or identified by ENGINEER on their behalf. This Agreement will be effective on Date of the Agreement). A-6 2014 (which is the Effective Chanhassen Residential Development Partners, LLC 0 Title: Title CONTRACTOR: 0 Title Address for giving notices: Address for giving notices: A-- Section 3.0 Instructions to Bidders INSTRUCTIONS TO BIDDERS 1. PROPOSALS. A separate copy of the Contractor's Proposal or bidding blank is included in loose form with this manual. All proposals must be on these official blanks. Any alteration of the Proposal form may be cause for rejection of the Proposal. Additional copies may be obtained at the office of the Engineer. 2. DELIVERY OF PROPOSALS. Each proposal and all papers bound and attached thereto shall be placed in an envelope and securely sealed therein. Envelopes shall be so marked as to indicate the following: A. Bid for The Preserve at Bluff Creek 6th Addition B. Name of Bidder C. To be Opened The envelopes shall be addressed to the designated officials of the Owner. They may either be mailed, delivered by messenger, or submitted in person A faxed bid will be accepted for this project All proposals shall be at the office of the designated recipient before the time set for opening proposals. Proposals arriving after the time designated for opening proposals will be returned unopened, or unread should a faxed bid be allowed. Proposals arriving by mad after the designated opening time will be returned to the sender unopened. All bids will be opened and read privately, by the Owners. who will advise the Contractors as soon as possible, of the decisions made. 3. CONDITIONS IN BIDDER'S PROPOSAL. The bidder shall stipulate in his proposal any conditions for which provisions have not been provided on the proposal form. 4. WITHDRAWAL AND MODIFICATION OF PROPOSAL. A Bidder may, without prejudice to himself, withdraw, modify, or correct a proposal after it has been deposited with the Owner. Any request for such withdrawal, modification, or correction must be filed with the Owner in writing or by telegram, before the time set for opening proposals. The original proposal, as modified by such written or telegraphic communication, will be considered to be the proposal submitted by the Bidder. No proposal can be withdrawn, modified or corrected after the time set for opening proposals. 5. PREPARATION OF PROPOSAL. The blank spaces in the proposal shall be filled in ink or typewritten and any alterations or interlineations shall be initialed by the Bidder. For each and every item for which a quantity is given, the bidder must state the prices for which he proposes to do each item of work contemplated. The Bidder's Proposal must be signed in ink by the individual, by one or more members of the partnership, or by one or more officers of the corporation submitting it. If the proposal is made by an individual, his name and post office address must be shown; if made by a partnership, the name and post office address of each member of the partnership must be shown; if made by a corporation, the corporate seal must be affixed and the name and title of the individual signing the proposal and the corporation's business address must be shown. Anyone signing a proposal as agent may be required to submit satisfactory evidence of his authority to do so. A proposal may be considered irregular and may be rejected if it shows any omissions, alterations of form, additions not called for, conditional or alternate bids not called for, or irregularities of any kind which may tend to make the proposal incomplete, indefinite or ambiguous as to its meaning. 6. EXAMINATION OF THE PROPOSED WORK AND PROJECT MANUAL REOUIREMENTS Bidders shall inform themselves concerning the conditions under which the work is to be performed, determine the availability of materials and labor, examine to their satisfaction the quantities of work to be performed as determined from the drawings and project manual, thoroughly review the drawings, project manual and other contract documents to make sure all requirements are fully understood. Failure on the part of the Bidder to ascertain all the requirements of the Drawings, Project Manual, other Contract Documents, and conditions at the site of work shall not constitute a basis for extra compensation nor relieve the Bidder from any obligations. No bidder may rely upon any statements or representations of any officer, agent, or employee of the Owner with reference to the conditions of the work on the character of the soil or other hazards which may be encountered during the course of construction. The submission of a bid will constitute an incontrovertible representation by the Bidder that he has A. Examined the Contract Documents thoroughly, B. visited the site to familiarize himself with local conditions affecting the Work and performed all subsurface investigations which he has deemed necessary, C. familiarized himself with federal, state, county, and local laws, ordinances, rules and regulations that may in any manner affect cost, progress or performance of the Work, and D. studied and carefully correlated his observations with the Contract Documents. The Bidder shall base his proposal on materials and equipment complying fully with the Drawings and Project Manual, and should his bid have been based on materials or equipment which do not conform, or which in the judgment of the engineer does not meet the requirements of the "Or Equal" determination, the Bidder shall furnish materials and equipment as specified, at no change in contract price. 7. BID SECURrfY. No bid security is required for this project. 59F 8. INTERPRETATIONS OF PROPOSAL ESTIMATES. The quantities as shown in the Proposal are estimated and are famished only as a basis to prepare a bid and to determine the low Bidder. The quantities shown in the Proposal are not guaranteed to be exact. The Contractor agrees that he will make no claim for anticipated profits, or for losses because of any difference between the work actually done or materials famished and the estimated quantities stated in the agreement. 9. INTERPRETATION OF CONTRACT DOCUMENTS. If any person contemplating submitting a bid for the proposed Contract is in doubt as to the true meaning of any part of the drawings, project manual or other Contract documents he may submit to the engineer a written request for an interpretation thereof. An interpretation of the documents will be trade only by an Addendum duly issued. The addendum will be mailed, sent by telecopy, or delivered to each person receiving a copy of said documents (planholders) and become a legal and binding part thereof. 10. COMPETENCY OF BIDDERS. If so requested by the Owner, the Bidder shall furnish a complete statement of his experience as well as the amount of capital and equipment available for the proposed work. No contract will be awarded except to a responsible Bidder, capable of performing the class of work contemplated. Failure on the part of any Bidder to satisfactorily complete previous projects within the specified time, or his lack of experience, equipment or capital necessary for the satisfactory completion of the work, may be deemed sufficient cause for disqualification. 11. DISQUALIFICATION OF BIDDERS. Evidence that any Bidder is interested in more than one proposal for the same project will cause rejection of all such proposals. Collusion between the Bidders will be considered sufficient cause for the rejection of all bids. 12. AWARD OF CONTRACT. The Owner reserves the right to reject any or all bids, or to accept such bid or bids as, in the opinion of the Owner, will be to the best of his interests. No Bidder may withdraw his bid for at least ten (10) days after the scheduled closing time for the receipt of bids. Comparison of bids will be based on the total bid after the addition of the amount of the correct multiplication of each unit price applied to the number of units or the total bid lump sum 13. TIME OF PERFORMING CONTRACT. The Notice to Proceed with the work will be issued at the pre - construction conference. The dates that work shall commence and he substantially complete are stated in the Bid Proposal. 14. UNIT PRICES CONTROL. The total amount of the contract shall be based on the unit prices. The total amount of the contract shall be the correct addition of the extended prices which in tum shall be the correct product of the number of the units times the unit price. 15. TAXES. Each Bidder shall include and shall be deemed to have included in the prices quoted in the Contractor's Proposal the amounts which it is estimated will be payable by the successful Bidder on account of taxes imposed by any taxing authority upon the sale, purchase or use of materials, supplies, or equipment incorporated in the project. All taxes, shall be payable by the Bidder awarded the contract for the construction of the project. Successful Bidder is subject to payment of Minnesota income tax in amount prescribed by law. If successful Bidder is a non -Minnesota partnership, individual or association, he shall famish evidence, prior to execution of contract, that bond or securities have been posted with the Minnesota Department of Revenue in the amount required by law. Film 17. O.S.HA PROVISIONS. This contract, including all materials, equipment and workmanship, is subject to the provisions of the Williams -Steiger Occupational Safety and Health Act of 1970. The Contractor shall have Right -to -Know and AWAIR Programs approved by O.S.H.A. in place. If so requested, the Contractor shall show evidence of these programs. 18. COST OF CHANGES. In all contracts where equipment is fiunished, due to lack of standardization of equipment as produced by the various manufacturers, it may become necessary to make minor modifications in the structures, buildings, piping, mechanical work, electrical work, accessories, controls, etc., to accommodate the particular equipment use. The Contract price shall include the cost of making all of the aforementioned necessary changes as well as the cost of preparing detailed drawings showing such changes subject to the approval of the Engineer. 19. SUBCONTRACTING. The Contractor may subcontract portions of the work, however, if the subcontract exceeds $500.00, the Contractor must name such intended subcontractor and amount of subcontract on a sheet to be attached to and included with the Proposal. The Contractor shall not subcontract more than fifty percent (50%) of the value of the work. 20. PROJECT RECORDS. The payroll records and all other project records of the Contractor and each subcontractor shall be maintained during the course of the work and retained for a period of 3 years after completion and acceptance of the work. These records shall be made available during the 3 -year period to authorized representatives of the local, county, state and Federal governments. t Section 4.0 Supplementary Conditions to the Standard General Conditions of the Construction Contract SUPPLEMENTARY CONDITIONS TO THE STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT The Standard General Conditions of the Construction Contract, EJCDC Document C-700 (2007 Edition), Articles I through 17 are hereby incorporated as the General Conditions of this Contract. The articles contained in these following Supplementary Conditions may modify, delete or add to the provisions of the General Conditions and shall take precedence over the General Conditions. Where a portion of the General Conditions is modified or voided by these articles, the unaltered portion shall remain in effect. SCOPE OF PROJECT This Contract shall consist of the famishing of all labor, equipment and all else necessary to complete the project in accordance with the plans and specifications. The work shall include, but not be limited to: Sanitary Sewer. Water Main, Storm Sewer & Street Construction together with all appurtenant items in the proposed The Preserve at Bluff Creek 6th Addition, Chanhassen, MN. SC -1 DEFINITIONS AND GENERAL TERMINOLOGY SC -1.01 Defined Terms: The terms used in these Supplementary Conditions or in the other Contract Documents and Sections, have the meanings assigned to them in the General Conditions except as modified as follows: 19. ENGINEER - The ENGINEER on this project shall be Westwood Professional Services, Inc., 7699 Anagram Drive, Eden Prairie, MN 55344. Contact: Francis Hagen, Il, P.E. (952) 937-7483 29. OWNER - The OWNER of this project will be Chanhassen Residential Development Partners, LLC. Contact: Todd Baumgartner (952) 897-1707 43. Subcontractor - An individual, firm or corporation having a direct contract with CONTRACTOR or with any other subcontractor for performance of a part of the work whether at or away from the site. SC -1.02 Terminology: Whenever used in these Supplementary Conditions or in the other Contract Documents and Sections, the following additional terms have the meanings indicated which are applicable to both the singular and plural thereof 52. Access Road - That roadway used for egress and ingress to the construction site. 53. Easement - A right acquired to use or control property for a designated purpose. 54. Item - A unit of work for which a price is provided in the Agreement. SC -I 55. Right-of-way - The whole area which is secured and reserved for street purposes, highway purposes, or through which the improvement is located. 56. Special Provisions - Additions and revisions to the standard and supplemental specifications covering conditions peculiar to the project. These may also be termed General Requirements. 57. Standard Drawings - Drawings which show standard construction details which have been prepared and/or approved by the ENGINEER and are usually bound with the specifications. SC -3 CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE SC -3.01 Intent: Replace section 3.OI.A. with the following: A. These Supplementary Conditions, the Standard General Conditions of the Construction Contract, the project Specifications & Drawings, and all other items designated as Contract Documents in the Agreement, are essential parts of the Contract, and a requirement occurring in one is as binding as though occurring in all. The Contract Documents are intented to be complementary and to describe and provide for a complete work. In case of discrepancy: a. Calculated dimensions will govern over scaled dimensions b. Standard Details will govern over Drawings c. Drawings will govern over Special Provisions to the Standard Specifications d. Special Provisions to the Standard Specifications will govern over Standard Specifications SC4 AVAILABILITY OF LANDS: SUBSURFACE AND PHYSICAL CONDITIONS: HAZARDOUS ENVIRONMENTAL CONDITIONS: HAZARDOUS ENVIRONMENTAL CONDITIONS: REFERENCE POINTS SC4.05 Reference Points: Replace section 4.05.A with the following: ENGINEER will provide engineering surveys for construction including alignment, grade and other necessary points as noted in the standard specifications with proper notes thereon, accompanied when necessary by detailed instructions. The CONTRACTOR will be responsible for the preservation of all survey stakes and marks, and if, in the opinion of the ENGINEER, any of the survey stakes or marks have been carelessly or willfully destroyed or disturbed by the CONTRACTOR, the cost to the OWNER for replacing them shall be deducted from the payments due to the CONTRACTOR for the Work. CONTRACTOR shall provide ENGINEER sufficient notice of need for construction stakes to allow ENGINEER 48 hours for SC -2 scheduling surveys and sufficient time to accomplish survey. CONTRACTOR shall provide a clear line of site for staking as required and shall immediately notify the ENGINEER if any points or stakes set are not true to line or grade or if the staking appears to deviate from the plan. SC4.06 Hazardous Environmental Conditions at Site Delete Paragraphs 4.06.A and 4.06.B in their entirety and insert the following: A. No reports on drawings related to Hazardous Environmental Conditions are known to Owner or Engineer. B. Not Used. SC -5 BONDS AND INSURANCE SC -5.01 Performance, Payment, and Other Bonds: Add the following to section 5.01.A in THE STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT as follows: Bond forms used shall meet statutory requirements. The Contractor will be required to provide a maintenance bond and lien waivers as required by the City at the time of final acceptance of the project. Final payment will not be made until this bond is secured. SC -5.03 Certificates oflnsuranee: Add the following new paragraphs immediately after Paragraph 5.03.E.- F. .03.E. F. The Contractor is required to name as additional insured: Owner, Westwood Professional Services, Inc., and the City the work is being performed in. SC -5.04 CONTRACTOR's Liability Insurance: The limits of liabilityfor the insurance required by paragraph 5.04 of THE STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT shall provide coverage for not less than the following amount or greater where required by Law and Regulations: Worker's compensation, etc. under paragraphs 5.04.A.I and 5.04.A.2. in THE STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT: 1. State: Statutory 2. Applicable Federal (e.g. Longshoreman's): Statutory 3. Employer's Liability: $1,000,000 Per Accident SC -3 CONTRACTOR's Liability Insurance under paragraphs 5.04.A.3 through 5.04.A.6 in THE STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT which shall also include completed operations and product liability coverages and eliminate the exclusion with respect to property under the care, custody and control of the CONTRACTOR: 1. General Aggregate (Except Products - Completed Operations) 2. Products - Completed Operations Aggregate 3. Personal and Advertising Injury (Per Person/Organization) 4. Each Occurrence (Bodily Injury and Property Damage) 5. Property Damage liability insurance will provide Explosion, Collapse and Underground coverages where applicable. 6. Excess or Umbrella Liability General Aggregate Each Occurrence $1,000,000 $1,000,000 $1,000,000 $1,000,000 $1,000,000 $1,000,000 Automobile Liability under paragraph 5.04.A.6 of the General Conditions a. Bodily Injury: $1,000,000 Each Person $1,000,000 Each Accident b. Property Damages $1,000,000 Each Accident C. Combined Single Limit of $1,000,000 Each Accident Add the following to section 5.04.E of THE STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT.. CONTRACTOR shall include as additional insured the City, the owner as defined in section SC -1.01.A.29, their officers and employees, Westwood Professional Services, Inc., and their officers and employees. The Contractual Liability required by paragraph 5.0.4.B of THE STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT shall provide coverage for not less than the following amounts: 1. General Aggregate $1,000,000 2. Each Occurrence (Bodily Injury and Property Damage) $1,000,000 Umbrella Policy to cover excess liability, Employer's liability, comprehensive general and automobile liability and contractors SC -4 liability combined: $4,000,000 If statutory limit in any case is higher than that specified, then the statutory limit shall be adhered to. SC -9 ENGINEER'S STATUS DURING CONSTRUCTION SC -9.03 Project Representative Add the following to section 9.03.A in THE STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT. Resident Project Representative (RPR) is ENGINEER's Agent, will act as directed by and under the supervision of ENGINEER, and will confer with ENGINEER regarding his actions. Resident Project Representative's dealings in matters pertaining to the on- site Work shall in general be only with ENGINEER and CONTRACTOR, and dealings with subcontractors shall only be through or with the full knowledge of CONTRACTOR Written communication with OWNER will be only through or as directed by ENGINEER. RPR duties and responsibilities will be as follows: 1. Review progress and shop -drawing submittal schedules, and schedule of values prepared by the CONTRACTOR. The RPR should consult with the ENGINEER about acceptability of the work. 2. Attend conferences and meetings with the CONTRACTOR and prepare and circulate minutes. 3. Serve as the ENGINEER's liaison with the CONTRACTOR and report to the ENGINEER concerning the adherence to the progress schedule. 4. Log shop drawings and samples. The shop -drawing schedule should indicate any work requiring a shop drawing or sample. The RPR should log interpretations and clarifications as well as substitute proposals and field orders. 5. Review work performed, disapprove defective work, and verify that tests and start-up procedures, as required by the contract documents, are accomplished. Accompany the OWNER'S personnel and inspectors, or representatives of agencies having jurisdictional interest, during site visits. 6. Receive requests for information from the CONTRACTOR and transmit the ENGINEER'S interpretations of the contract documents back to the CONTRACTOR. 7. Consider and evaluate the CONTRACTOR'S suggested modifications to the contract drawings or specifications and report to the ENGINEER. 8. Maintain at the site orderly files of all job records. Keep a diary or log book of weather conditions with names, addresses and telephone numbers of all CONTRACTORS, subcontractors, and major suppliers. 9. Measure and record quantities of Work completed in accordance with the Units and Method of Measurement specified in the Contract Documents, or contractor breakdown in the case of lump sum bids. 10. Submit to the ENGINEER periodic progress reports, and advice concerning major inspections and tests, draft change orders, field orders, and work directive changes. 11. Report immediately to ENGINEER upon the occurrence of any accident. SC -5 12. Review payment requests with the CONTRACTOR before sending them to the ENGINEER. 13. Submit to the CONTRACTOR before a certificate of substantial completion is issued, a list of items that remain to be completed or corrected, and conduct a final inspection with the ENGINEER, OWNER AND CONTRACTOR. Verify that all items on the final list have been completed or corrected. 14. Determine if certificates, operating and maintenance manuals, and other required data have been assembled by the CONTRACTOR and forwarded to the ENGINEER 15. In coordination with the ENGINEER, prepare record plans and specifications as required. The RPR operates under a number of limitations of authority. The RPR has no power or right to: 1. Authorize any deviation from the contract documents or substitutions of materials and equipment, except as specifically authorized by the OWNER. 2. Exceed the limitations of the ENGINEER'S authority outlined in the contract documents and the service agreement. 3. Assume any of the responsibilities of the CONTRACTOR, subcontractors, or their superintendents. 4. Advise on or issue instructions concerning the CONTRACTOR'S techniques, sequences, or other procedures or construction unless specifically required by the contract documents. 5. Advise, issue directions concerning, or take control over safety precautions and programs. 6. Accept shop drawings or samples from anyone other than the CONTRACTOR. 7. Authorize the OWNER to occupy the project in whole or in part, except as specified in the construction contract. 8. Participate in specialized field or laboratory tests or inspections conducted by others, unless specifically authorized by the ENGINEER. SC -10 CHANGES IN THE WORK: CLAIMS SC -10.05 Claims and Disputes Amend the first sentence of section 10.05.E in THE STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT to read as follows: Notice: Written notice stating the general nature of each claim, dispute, or other matter shall be delivered by the claimant to ENGINEER and the other party to the Contract promptly (but in no such event later than 10 days) after the start of the event giving rise thereto. SC -11 COST OF THE WORK: ALLOWANCES, UNIT PRICE WORK SC -11.03 Unit Price Work SC -6 SC -11.03.D Delete Paragraph 11.03.1) in its entirety and insert the following in its place: D. The unit price of an item of Unit Price Work shall be subject to reevaluation and adjustment under the following conditions: 1. if the Bid price of a particular item of Unit Price Work amounts to 10 percent or more of the Contract Price and the variation in the quantity of that particular item of Unit Price Work performed by Contractor differs by more than 20 percent from the estimated quantity of such item indicated in the Agreement; and 2. if there is no corresponding adjustment with respect to any other item of Work; and 3. if Contractor believes that Contractor has incurred additional expense as a result thereof or if Owner believes that the quantity variation entitles Owner to an adjustment in the unit price, either Owner or Contractor may make a Claim for an adjustment in the Contract Price in accordance with Article 10 if the parties are unable to agree as to the effect of any such variations in the quantity of Unit Price Work performed. SC -12 CHANGE OF CONTRACT PRICE: CHANGE OF CONTRACT TIMES SC -12.01 Change of Contract Price Replace sections 12.01.C.2.a, in THE STANDARD GENERALCONDITIONS OF THE CONSTRUCTION CONTRACT with the following: a. for costs incurred under paragraphs 11.01.A.1 and 11.0l.A.2, the Contractor's fee shall be 10% SC -14 PAYMENTS TO CONTRACTOR AND COMPLETION SC -14.02 Progress Payments Replace section 14.02.A.1 in THE STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT with the following: Estimates of work completed will be prepared by the ENGINEER upon completion of construction. required testing & acceptance by the City of each of the following 2 Phases of Construction: Sanitary Sewer, Water Main & Storm Sewer Construction Street Construction through the installation of the Bituminous Base Course and the backfilling of the Concrete Curb The estimates will be prepared based on the Contract Unit Pricing Proposal for work completed and accepted by the City. less 5% to be retained until final completion and SC -7 acceptance of the work and less previous payments. Progress estimates will be prepared by the ENGINEER as accurately as the available information will permit but the only estimate that is binding is the final estimate. Copies of progress estimates will be furnished to the CONTRACTOR within 5 days of City acceptance of each phase of construction for his review and approval. Progress estimates approved by the CONTRACTOR shall be counter -signed by the ENGINEER and forwarded to the OWNER for payment. The CONTRACTOR will be required to keep accurate records of said construction, but will not be required to apply said quantities for payment until final payment has been requested. Estimates prepared by the ENGINEER that vary considerably from what the CONTRACTOR claims shall be brought to the attention of the ENGINEER in writing prior to the next pay period. Payment will be made within 30 days of receipt of the estimate by the OWNER except as otherwise agreed between the CONTRACTOR and OWNER. The OWNER may withhold payment in whole or in part on an approved estimate to the extent necessary to protect himself from loss on account of any of the following causes discovered subsequent to approval of the estimate by the ENGINEER, as follows: 1. Defective work not remedied. 2. Claims for labor or materials furnished the CONTRACTOR or Subcontractor, or reasonable evidence indicating probable filing of such claims. 3. Failure of CONTRACTOR to make payments properly to Subcontractors or for work or labor. 4. Amounts necessary to insure that an overpayment on the total contract amount will not occur. 5. Evidence of damage to another CONTRACTOR or private property. SC -16 DISPUTE RESOLUTION SC -16.01 Methods and Proceedures Delete Paragrrapb 16.0l.0 in its entirety and insert the following in its place: C. If the Claim is not resolved by mediation, Engineer's action under Paragraph 10.05.0 or a denial pursuant to Paragraphs 10.05.C.3 or 10.05.1) shall become final and binding 30 days after termination of the mediation unless, within that time period, Owner or Contractor: 1. gives to the other parry written notice of intent to submit the Claim to a court of competent jurisdiction, or 2. agrees with the other party to submit the Claim to another dispute resolution process. SC -16.01.1) Add the following new paragraph immediately after Paragraph SC-16.OI.C. SC -8 D. Notwithstanding any applicable statute of limitations, a party giving notice under Paragraph SC-16.0l.C.1 shall commence an action on the Claim within one year of giving such notice. Failure to do so shall result in the Claim being time-barred and Engineer's action or denial shall become final and binding. SC -9 Section 5.0 General Conditions of the Construction Contract Prepared by Engineers Joint Contract Documents Committee Section 5.0 General Conditions of the Construction Contract Prepared by Engineers Joint Contract Documents Committee This document has important legal consequences; consultation with an attorney is encouraged with respect to its use or modification, This document should be adapted to the particular circumstances of the contemplated Project and the Controlling Law. STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT Prepared by ENGINEERS JOINT CONTRACT DOCUMENTS COMMITTEE and Issued and Published Jointly By A National Society of ��� American Society �, E+ 1, Professional Engineers of Civil Engineers n�s.�wcowxne,E:a� cw..xm PrOfassional Enghwtvis Pdrate P2efke PROFESSIONAL ENGINEERS IN PRIVATE PRACTICE a practice division of the NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS AMERICAN COUNCIL OF ENGINEERING COMPANIES AMERICAN SOCIETY OF CIVIL ENGINEERS This document has been approved and endorsed by The Associated General Contractors of America IVpw.epe bLYa�ip w sm..�ma ee nun rm+onmm Construction Specifications Institute EJCDC C•700 Standard General Conditions of the Constriction Contmet. Copyright 0 2002 National Society of Pmfadonat Engineers for FJCDC. All rights reserved. Copyright 02002 National Society of Professional Engineers 1420 King Street, Alexandria, VA 22314 American Council of Engineering Companies 1015 15th Sheet, N.W., Washington, DC 20005 American Society of Civil Engineers 1801 Alexander Bell Drive, Reston, VA 20191-4400 These General Conditions have been prepared for use with the Suggested Forma of Agreement Between Owner and Contractor Nos. C-520 or C-525 (2002 Editions). Their provisions are interrelated and a change in one may necessitate a change in the other. Comments concerning their usage are contained in the EJCDC Construction Documents, General and Instructions (No. C-001) (2002 Edition). For guidance in the preparation of Supplementary Conditions, see Guide to the Preparation of Supplementary Conditions (No. C-800) (2002 Edition). EJCDC C-700 Standard General Conditions of the Construction Contract Copyright 0 2002 National Society of Professional Engineers for EJCDC. AD rights reserved TABLE OF CONTENTS 0 ARTICLE 1- DEFINITIONS AND 1ERMINOIAGY....... _......... _.................... ............ _... _......_... ................................. 6 1.01 Defined Terms ................... .............. ........................ _............ _..................... _...._..._....... _................................. 6 1.02 Terminology...................................................................._.........»................._.._........._._...._.................................8 ARTICLE 2 - PRELIMINARY MATTERS................................................................................................................................9 2.01 Delivery of Bonds and Evidence ofInsurance ............................................ .............. ......... ..._............................ ..... 9 2.02 Copies of Documents............................................................ .................. ..... ........................ ..... _.......... __»......... 9 2.03 Commencement ofContract TFmer,• Notice toProtxed..._.__................_..._ ...................... _..__.............. ............. 9 2.04 Starting the Work ..... ................. .................. ........ _........ ....... _... __...... »............................ ............... ........... 9 2.05 Before Starting Construction ............................... ........................................... _._.......................... 9 2.06 Preconstruction Conference .......................... ............9 2.07 Initial Acceptance ofSehedules.................................. .......... _......................... _.............. ................................. ..... 9 ARTICLE 3 - CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE.....................................................................10 3.01 Intent ................. ......................10 3.02 Reference Standards .......................................................... ................ _................................ .... ...................... ......10 3.03 Reporting and Resolving Discrepancies .................................... __......................................... ......... ................... 10 3.04 Amending and Supplementing Contract Documents ........... _._...... ......................................................................11 3.05 Reuse of Documents...............................................................................................................................................11 3.06 Electronic Data............................................................................................................................................_.......11 ARTICLE 4 - AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS .......................................... _............... ..................................... I1 4.01 Availability of Lands..............................................................................................................................................11 4.02 Subsurface and Physical Conditions......................................................................................................................12 4.03 Differing Subsurface or Physical Conditions .............. _.......................................................................... _............. 12 4.04 Underground Facilities ....... ............. .................................................»........................................._...._._.............13 4.05 Reference Points ............. ... _........ ............................... _......................._..........................._.........__...--•.------......13 4.06 Hazardous Environmental Condition at Site- .................................. _........... ........ _............................................. 13 ARTICLE 5 - BONDS AND INSURANCE....................................................................__.............................................._....14 5.01 Performanc&Payment. and Other Bonds ...................... _.................... ........... ............................ ........................... 14 5.02 Licensed Sureties and Insurers..................................................................................»..........................................15 5.03 Cert�rlcatesoflnsurance.............. ................... ....................................... _............................ .................................. 15 5.04 Contractor's Liability Insurance............................................................ ..................................................... _......... 15 5.05 Owner's Liability Insurance ............................................................... .._.... _._..................................................... 16 5.06 Prop" Insurance ....................................... ................. ... ........................ ... .... .................................. .... ......... 16 5.07 WaiverofRights........... ................................................................................... ......_...................... _....................... 17 5.08 Receipt and Application oflnsurance Proceeds ........................................... ...._...................... .... _...................... 17 5.09 Acceptance of Bonds and Insurance: Option to Replace .......... .................... _..................... .... _........................... 17 5.10 Partial Utilization, Acknowledgment of PropertyInsurer............................ _........................... ............................ 18 ARTICLE 6 - CONTRACT'OR'S RISPONSIBILITIES....................................... ........ ................................................. _... ..... 18 6.01 Supervision and Superintendence..........................................................................................................................18 6.02 Labor, Working Hours ....................................................... ............................ _.......................................... .......... 18 6.03 Services, Materials. and Equipment.......................................................................................................................18 6.04 Progress Schedule ............................................. ............................ ........ _......... __.................. ......... .................. 18 6.05 Substitutes and "Or -Equals" ........................................._. ...............19 6.06 Concerning Subcontractors. Suppliers, and Others ...... .... _... .......... .................. ................................................20 6.07 Patent Fees and Royalties ..................... ......... _..................... ..................................... ....... .... 21 6.08 Permits.. ................................................................... ............................... _............ 21 6.09 Laws and Regulations............................................................................................................................................21 6.10 Taxes ................................................................ ............................................._.._....................................................22 6.11 Use of Site and Other Areas ............. ....... ............................................ __....... 22 6.12 Record Documents ............................... .... _...... _...... ... _»...... ....... ................. ..................................... _.._._....22 6.13 Safety and Protection ................................. ............... _..... ................ _................................................................. 22 6.14 Safety Representative.................................................... ... ........ ................. .......... _................................................ 23 6.15 Hazard Communication Programs ........................ ................................................................................................23 EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright ® 2003 National Society of Professional Engineers for EJCDC. Aa rights reserved 00700-3 6.16 Emergencies..............................................................................................................................»...........................23 6.17 Shop Drawings and Samples..................................................................................................................................23 6.18 Continuing the Work.. ............................................................................................................................................ 24 6.19 Contractor's General Warranty and Guarantee .................... _.......................................... ,...... _........................... 24 6.20 Indemnification...................................................................... ........................................... _..»_........................... 24 6.21 Delegation of Professional Design Services ................... -......................................................... - ............ _............ 25 ARTICLE 7 - OTHER WORK AT THE SYM.......................... ........................................................................... »_............... 25 Oi-.._ Related Work arSYte.::.::::::.::::..::.-.. »»-.:::�:::_.................... .:........ ... - -- 7.02 Coordbuthim.......................................... .............. ............. ...._........................... _............ 26 7.03 LegalRelationships ......................................................... _................... ...... ............ ......... ................................. 26 ARTICLE 8 - OWNER'S RESPONSIBILITIES.................._...................................................................._........26 8.01 Communications to con" ctor........... ................. ...... ..... _.............................................. .............. ....... ....... .26 8.02 ReplacememofEngineer .............................. ........ .. ............................. _._............ .... ... ..._..... 26 8.03 Furnish Data................................................................. ............. ................................... _.._............... 26 8.04 Pay When Due...................................................................................... ... 8.05 Lands and Easements: Reports and Tests ................... ..._......................................................... ........................ ... 26 8.06 Insurance ................. .................. .............. ....»»......... .............. »......... 26 8.07 Change Orders .............................................. __.......... .... ............ .............................. ........... __........................ 26 8.08 Inspections. Tests, and Approvals ................ __................................ _» .................... -.................... _.................. .... 26 8.09 Limitations on Owner's Responsibilities ....... ................. ...... ........ »...................................... ............................... 27 8.10 Undisclosed Hazardous Environmental Condition-_...._.............-........_......-.................-_...............................27 8.1I Evidence of Financial Arrangements ....................... _... _.._.................... _............... »...... _............ .............. ..... 27 ARTICLE 9 - ENGINEER'S STATUS DURING CONSTRUCTION..._ ..................... _................ ........ ..................... ..... ... 27 9.01 Owner's Representative ....... _...................................................................... .......... -_ ..................................27 9.02 Visits to Site................................................ ........ _............ ...._.... ............................ .... 27 9.03 Project Representative- ............................ . ........... ........... ..................... ... » .... 27 9.04 Authorized Variations in Work ................................... ................... .............. »..............................................._»...27 9.05 Rejecting Defective Work ....................................... .................................... ......... ............. ................. 27 9.06 Shop Drawings, Change Orders and Payments ..................................................... -..._........................_...»..........28 9.07 Determinationsfor Unit Price Work............................................................... ....... _... ........ ................................. 28 9.08 Decisions on Requirements of Contract Doctmtents and Acceptability of Work ........ - .........................................28 9.09 Limitations on Engineer's Authority and Responsibilities ................................ _........ .._...._»............................... 28 ARTICLE 10 - CHANGES IN THE WORK; CLAIMS............................................................... _... _....................... ............ 28 10.01 Authorized Changes in the Work........................................................... ..................... ....................... ......... ......... 28 10.02 Unauthorized Changes in the Work............................................................ ........................................................... 29 10.03 Execution of Change Orders.................................................................... ..............................................................29 10.04 Nod ation to Sure................................................................................_..............................29 he ty............................. 10.05 Clahns..............................................................................................................................................................29 ARTICLE 11 - COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK..................................................................30 11.01 Cost off he Work............................................................................................................ .........................................30 11.02 Allowances.........................................................................»............._.........._...................._................................31 11.03 Unit Price Work........................................................................................................._..........................................31 ARTICLE 12 - CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIMES..................».................................32 12.01 Change of Contract Price ...................... ....................................................32 12.02 Change of Contract 71mes.............. ............................................................................ -._................................... ..33 12.03 Delays . .......................................... _................. ...................................................................................................... 33 ARTICLE 13 - TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK ....... 33 13.01 - Notice of Defects ............................. ............................. _............................................................... »...................... 33 13.02 Access to Work.......................................................................................................................................................33 13.03 Tests and Inspections.................................................................................................... ..... .............. 33 13.04 Uncovering Work........................................................................._.._...................................................._.............34 13.05 Owner May Stop the Work ................... .... .................. .......................................... .................... .......... ............... 34 13.06 Correction or Removal of Defective War* ................ .»»... _........................ ............ ................................. ............. 34 13.07 Correction Period ...................................................... ........... _............ .................... _..................................... ..... 34 13.08 Acceptance P of ..................._.............»............................................................................_..........». 35 13.09 Owner May Correct Defective Work..... _......... .......................... ............. -............... ».................. ...................... _35 ARTICLE 14 - PAYMENTS TO CONTRACTOR AND COMPLETION .... _.......... _..... _....... .._.._ ...............».....................36 14.01 Schedule of Values .............. _........... ................ ...... ............ .._........... ............ .............................. _............. 36 14.02 Progress Payments .......................... _....................... _.................... _......... .... _................... _..... .......... ................ 36 14.03 Contractor's Warranty ofYWe............................ ........ ........ ....................................... _._............ .».................. 37 14.04 Substantial Completion..........................................................................................................................................37 EJCDC C-700 Standard General Conditions of the Contraction Contract. Copyright 0 2002 National Sodety of professional Enginars for EJCDC. All rights reserved 14.05 Partial Utilization ........... _......_...... _........... _.___...._.................. __......._................_...........__......._...... _...�a 14.06 Final Inspection.............. ....___................. .......... ................. .......... .................. ..................... _.._._.._._......_....38 14.07 Final Payment.............................................._...... ................... ._............... _.._.._.... .._..._...38 14.08 Final Completion Delayed................... ...... ... .............. .................. ................. __.._ ................ _...... .»._........... ..39 14.09 Waiver of Claims.................................... _.................... »................ ._........ _-------- __....................... _................. .39 ARTICLE 15 - SUSPENSION OF WORK AND TERMINA77ON................................... _.._ .................................. ...... ...... 39 15.01 Owner May Suspend Work..............................................................................................................................._....39 --13:02--......OwnerMay-Terminatefor-Cause.:::: -,.:c.—::::.-..::..:::.::: ::::.:.--::-.-:-:—...... :::::::.:::.--:.�:.—:..39 15.03 Owner May Terminate For Convenience ........... ............................................_..............................__....._....._..40 15.04 Contractor May Stop Work orTerm tnate...... ...... ._.......................... ................._._ ................ ... .................... .... 40 ARTICLE 16 - DISPUTE RESOLUTION.......................... ..._.... ...._.................. ........... _....._ ........................... »............... _.41 16.01 Methods and Procedures......................... ............... .._.................. ... ...... _................. .... .... ... .... _.............. ..At ARTICLE17-MISCELLANEOUS..._.._..........._--- _................. ... .... »........... .......... _..................................................... 41 17.01 Giving Notice.................................... _._............................. ....._..._.._.............. ........... .... ............. _................. At 17-02 Computation of Times .................... _._..__.....__................ ... .... _............ _..................... ................. ......... .... At 17.03 Cumulative Remedies................ ................ __........................................................................ ..................... 41 17.04 Survival ofObligations..... ....... _..................... .........._........................... ... ».................. _..... ......... ............... ... 41 17.05 Controlling Law......................................................................................................................._............................41 17.06 Headings....................................... .............................................. ..................................41 EJCDC C-700 Standard General Conditions of the Construction Contract Copyright C 2002 National Society of Professional Engineers for ESCDC. All rights reserved. 00700-5 GENERAL CONDITIONS ARTICLE 1- DEFINMONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in the Bidding Requirements or Contract Documents and printed with initial capital letters, the terms listed below will have the meanings indicated which are applicable to both the singular and plural thereof. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Addenda—Written or graphic instruments issued prior to the opening of Bids which clarify, correct, or change the Bidding Requirements or the proposed Contract Documents. 2. Agreement --The written instrument which is evidence of the agreement between Owner and Contractor covering the Work. 3. Applicarion for Payment --The form acceptable to Engineer which is to be used by Contractor during the course of the Work in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 4. Asbestos --Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration 5. Bid --The offer or proposal of a Bidder submitted on the prescribed form setting forth the prices for the Work to be performed 6. Bidder --The individual or entity who submits a Bid directly to Owner. 7. Bidding Documents—The Bidding Requirements and the proposed Contract Documents (including all Addenda). 8. Bidding Requirements --The Advertisement or Invitation to Bid, Instructions to Bidders, bid security of acceptable form, if any, and the Bid Form with any supplements. 9. Change Order --A document recommended by Engineer which is signed by Contractor and Owner and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Times, issued on or after the Effective Date of the Agreement. 10. Claim—A demand or assertion by Owner or Contractor seeking an adjustment of Contract Price or Contract Times, or both, or other relief with respect to the terms of the Contract A demand for money or services by a third party is not a Claim. 11. Contract—The entire and integrated written agreement between the Owner and Contractor concerning the Work. The Contract supersedes prior negotiations, representations, or agreements, whether written or oral. 12. Contract Documents-- Those items so designated in the Agreement. Only printed or hard copies of the items listed in the Agreement are Contract Documents. Approved Shop Drawings, other Contractor's submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 13. Contract Price—The moneys payable by Owner to Contractor for completion of the Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of Paragraph 11.03 in the case of Unit Price Work). 14. Contract Times—Tbc number of days or the dates stated in the Agreement to: (i) achieve Milestones, if any, (ii) achieve Substantial Completion; and (iii) com- plete the Work so that it is ready for final payment as evidenced by Engineer's written recommendation of final payment 15. Contractor --The individual or entity with whom Owner has entered into the Agreement. 16. Cost of the Work—See Paragraph I LOLA for definition. 17. Drawings --That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Shop Drawings and other Contractor submittals are not Drawings as so defined. 18. Effective Date of the Agreement --The date indicated in the Agreement on which it becomes effective, but if no such date is indicated, it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 19. Engineer --The individual or entity named as such in the Agreement. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright O 2002 National Society of Prefenional Eagincen for ETCDC. All rights reserved. 00700-6 20. Field Order—A written order issued by Engineer which requires minor changes in the Work but which does not involve a change in the Contract Price or the Contract Times. 21. General Requirements—Sections of Division 1 of the Specifications. The General Requirements pertain -. --to-all sections of the Specifications. 22. Hazardous Environmental Condition—The presence at the Site of Asbestos, PCBs, Petroleum, Hazardous Waste, or Radioactive Material in such quantities or circumstances that may present a substantial danger to persons or properly exposed thereto in connection with the Work. 23. Hazardous Waste—The term Hazardous Waste shall have the meaning provided in Section 1004 of the Solid Waste Disposal Act (42 USC Section 6903) as amended from time to time. 24. Laws and Regulations; Laws or Regulations- -Any and all applicable laws, rules, regulations, ordinanc- es, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction 25. Liens --Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 26. Milestone --A principal event specified in the Contract Documents relating to an intermediate comple- tion date or time prior to Substantial Completion of all the Work. 27. Notice of Award—The written notice by Owner to the Successful Bidder stating that upon timely compliance by the Successful Bidder with the conditions precedent listed therein, Owner will sign and deliver the Agreement- 28. greement 28. Notice to Proceed—A written notice given by Owner to Contractor fixing the date on which the Con- tract Times will commence to run and on which Contractor shall start to perform the Work under the Contract Documents. 29. Owner --The individual or entity with whom Contractor has entered into the Agreement and for whom the Work is to be performed. 30. PCBs --Polychlorinated biphenyls. 31. Petroleum—Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and oil mixed with other non -Hazardous Waste and crude oils. 32. Progress Schedule --A schedule, prepared and maintained by Contractor, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Times. 33. Project—The total construction of which the Work to be performed under the Contract Documents may --be-the -whole,-ora-part. - - - - -- - - - 34. Project Manual --The bound documentary information prepared for bidding and constructing the Work. A listing of the contents of the Project Mammal, which may be bound in one or more volumes, is contained in the table(s) of contents. 35. Radioactive Material—Source, special nucle- ar, or byproduct material as defined by the Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time. 36. Related Entity — An officer, director. Parmer, employee, agent, consultant, or subcontractor. 37. Resident Project Representative --The autho- rized representative of Engineer who may be assigned to the Site or any part thereof. 38. Samples --Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. 39. Schedule of Submittals --A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 40. Schedule of Values—A schedule, prepared and maintained by Contractor, allocating portions of the Contract Price to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment. 41. Shop Drawings—A(1 drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work 42. Site—Lands or areas indicated in the Contract Documents as being furnished by Owner upon which the Work is to be performed, including rights-of-way and easements for access thereto, and such other lands furnished by Owner which are designated for the use of Contractor. 43. Specifications --That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain EJCDC C-700 Standard General Conditions of the Construction ContraeL Copyright 0 2002 National Society of PreFessional Engineers for FJCDC. All rights reserved. administrative requirements and procedural matters applicable thereto. 44. Subcontractor—An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a pari of the Work at the Site. 45. Substantial Completion—The time at which the Work (or a specified part thereof) has progressed to the point where, in the opinion of Engineer, the Work (or - a specified part thereol) is sufficiently complete, in accordance with the Contract Documents, so that the Work (or a specified part thereof) can be utilized for the purposes for which it is intended. The terms "substantially complete" and "substantially completed" as applied to all or part of the Work refer to Substantial Completion thereoE 46. Successfrd Bidder --The Bidder submitting a responsive Bid to whom Owner makes an award- 47. ward 47. Supplementary Conditions --That part of the Contract Documents which amends or supplements these General Conditions. 48. Supplier—A manufacturer, fabricator, suppli- er, distributor, materiahnan, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or any Subcontractor. 49. Underground Facilities --All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasemems containing such facilities, including those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 50. Unit Price Work --Work to be paid for on the basis of unit prices. 51. Work—The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 52. Work Change Directive—A written statement to Contractor issued on or after the Effective Date of the Agreement and signed by Owner and recommended by Engineer ordering an addition, deletion, or revision in the Work, or responding to differing or unforeseen subsurface or physical conditions under which the Work is to be performed or to emergencies. A Work Change Directive will not change the Contract Price or the Contract Times but is evidence that the parties expect that the change ordered or documented by a Work Change Directive will be incorporated in a subsequently issued Change Order following negotiations by the parties as to its effect, if any, on the Contract Price or Contract Times. 1.02 Terminology A. The following words or terms are not defined but, when used in the Bidding Requirements or Contract Documents, have the following meaning. B. Intent of Certain Terms or Adjectives 1. The Contract Documents include the terms "as allowed," "as approved," "as ordered", "as directed" or terms of like effect or import to authorize an exercise of professional judgment by Engineer. In addition, the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactory," or adjectives of like effect or import are used to describe an action or determination of Engineer as to the Work It is intended that such exercise of professional judgment, action or determination will be solely to evaluate, in general, the Work for compliance with the requirements of and information in the Contract Documents and conformance with the design concept of the completed Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). The use of any such term or adjective is not intended to and shall not be effective to assign to Engineer any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility contrary to the provisions of Paragraph 9.09 or any other provision of the Contract Documents. C. Day 1. The word "day" means a calendar day of 24 hours measured from midnight to the next midnight D. Defective 1. The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty, or deficient in that it a. does not conform to the Contract Documents, or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents, or c. has been damaged prior to Engineer's - recommendation of final payment (unless responsibility for the protection thereof has been assumed by Owner at Substantial Completion in accordance with Paragraph 14.04 or 14.05). EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright 0 2002 National Sodety of Professional Engineers for EJCDC. All rights reserved. E. Furnish, Install, Perform, Provide 1. The word "furnish;' when used in connection with services, materials, or equipment, shall mean to supply and deliver said services, materials, or equipment to the Site (or some other specified location) ready for use or installation and in usable or operable condition. 2. The word "instal," when used in connection with services, materials, or equipment, shall mean to put into use or place in final position said services, materials, or equipment complete and ready for intended use. 3. The words "perform" or "provide," when used in connection with services, materials, or equipment, shall mean to famish and install said services, materials, or equipment complete and ready for intended use. 4. When "firmish," "install," „perform," or "pro- vide" is not used in connection with services, materials, or equipment in a context clearly requiring an obligation of Contractor, "provide" is implied. F. Unless stated otherwise in the Contract Docu- ments, words or phrases which have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. ARTICLE 2 - PRELIMINARY MATTERS 2.01 Delivery of Bonds and Evidence of Insurance A. When Contractor delivers the executed counterparts of the Agreement to Owner, Contractor shall also deliver to Owner such bonds as Contractor may be required to famish. B. Evidence of Insurance: Before any Work at the Site is started, Contractor and Owner shall each deliver to the other, with copies to each additional insured identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance which either of them or any additional insured may reasonably request) which Contractor and Owner respectively are required to purchase and maintain in accordance with Article 5. 2.02 Copies of Documents A. Owner shall furnish to Contractor up to ten printed or hard copies of the Drawings and Project Manual. Additional copies will be furnished upon request at the cost of reproduction. 2.03 Commencement of Contract Times; Notice to Proceed A. The Contract Times will commence to ran on the thirtieth day after the Effective Date of the Agreement or, if a Notice to Proceed is given, on the day indicated in the Notice to Proceed. A Notice to Proceed may be given at any time within 30 days after the Effective Date of the Agreement. in no event will the Contract Times com- mence to ruin later than the sixtieth day after the day of Bid opening or the thirtieth day after the Effective Date of the Agreement, whichever date is earlier. 2.04 Starting the Work A. Contractor shall start to perform the Work on the date when the Contract Times commence to rum. No Work shall be done at the Site prior to the date on which the Contract Times commence to tun. 2.05 Before Starting Construction A. Preliminary Schedules: Within 10 days after the Effective Date of the Agreement (unless otherwise specified in the General Requirements), Contractor shall submit to Engineer for timely review: 1, a preliminary Progress Schedule; indicating the times (numbers of days or dates) for starting and completing the various stages of the Work, including any Milestones specified in the Contract Documents; 2. a preliminary Schedule of Submittals; and 3. a preloninary Schedule of Values for all of the Work which includes quantities and prices of items which when added together equal the Contract Price and subdi- vides the Work into component pans in sufficient detail to serve as the basis for progress payments during performance of the Work Such prices will include an appropriate amount of overhead and profit applicable to each item of Work 2.06 Preconstruction Conference A. Before any Work at the Site is started, a conference attended by Owner, Contractor, Engineer, and others as appropriate will be held to establish a working understanding among the parties as to the Work and to discuss the schedules referred to in Paragraph 2.05.A, procedures for handling Shop Drawings and other submittals, processing Applications for Payment, and maintaining required records. 2.07 Initial Acceptance of Schedules A. At least 10 days before submission of the first Application for Payment a conference attended by Contractor, Engineer, and others as appropriate will be held to review for acceptability to Engineer as provided below the schedules submitted in accordance with Paragraph 2.05A Contractor shall have an additional 10 days to snake corrections and adjustments and to complete and resubmit the schedules. No progress payment shall be made to Contractor until acceptable schedules are submitted to Engineer. EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright® 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-9 L The Progress Schedule will be acceptable to Engineer if it provides an orderly progression of the Work to completion within the Contract Times. Such acceptance will not impose on Engineer responsibility for the Progress Schedule, for sequencing, scheduling, or progress of the Work nor interfere with or relieve Contractor from Contractor's full responsibility therefor. 2. Contractor's Schedule of Submittals will be acceptable to Engineer if it provides a workable arrangement for reviewing and processing the required submittals. 3. Contractor's Schedule of Values will be acceptable to Engineer as to form and substance if it provides a reasonable allocation of the Contract Price to component parts of the Work. ARTICLE 3 - CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE 3.01 Intent A. The Contract Documents are complementary; what is required by one is as binding as if required by all. B. It is the intent of the Contract Documents to describe a functionally complete Project (or part thereof) to be constructed in accordance with the Contract Docu- ments. Any labor, documentation, services, materials, or equipment that may reasonably be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the intended result will be provided whether or not specifically called for at no additional cost to Owner. C. Clarifications and interpretations of the Contract Documents shall be issued by Engineer as provided in Article 9. 3.02 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations 1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or haws or Regula- tions in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision of any such standard, specification, manual or code, or any instruction of a Supplier shall be effective to change the duties or responsibilities of Owner, Contractor, or Engineer, or any of their subcontractors, consultants, agents, or employees from those set forth in the Contract Documents. No such provision or instruction shall be effective to assign to Owner, or Engineer, or any of, their Related Entities, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake respon- sibility -inconsistent with the provisions of the Contract - Documents. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies 1. Contractor's Review of Contract Documents Before Starting Work: Before undertaking each part of the Work, Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures therein and all applicable field measurements. Contractor shall promptly report in writing to Engineer any conflict, error, ambiguity, or discrepancy which Contractor may discover and shall obtain a written interpretation or clarification from Engineer before proceeding with any Work affected thereby. 2. Contractor's Review of Contract Documents During Performance of Work: If, during the performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy within the Contract Documents or between the Contract Documents and any provision of any Law or Regulation applicable to the performance of the Work or of any standard, specification, manual or code, or of any instruction of any Supplier, Contractor shall promptly report it to Engineer in writing. Contractor shall not proceed with the Work affected thereby (except in an emergency as required by Paragraph 6.16.A) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in Paragraph 3.04. 3. Contractor shall not be liable to Owner or Engineer for failure to report any conflict, error, ambigu- ity, or discrepancy in the Contract Documents unless Contractor knew or reasonably should have known thereof. B. Resolving Discrepancies 1, Except as may be otherwise specifically stated in the Contract Documents, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or discrepancy between the provisions of the Contract Documents and: a. the provisions of any standard, specification, manual, code, or instruction (whether or not specifically incorporated by reference in the Contract Documents); or b. the provisions of any Laws or Regulations applicable to the performance of the Work FJCDC C-700 Standard General Conditions of the Construction Contract. Copyright ® 2002 National Society of Professional Engineers for EJCDC. All rights resensJ. 00700-10 (unless such an interpretation of the provisions of the Contract Documents would result in viola- tion of such law or Regulation). 3.04 Amending and Supplementing Contract Documents — A. The Contract Documents may be amended to "- provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by either a Change Order or a Work Change Directive. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work may be authorized, by one or more of the following ways: 1. A Field Order; 2. Engineer's approval of a Shop Drawing or Sample; (Subject to the provisions of Paragraph 6.17.D.3); or 3. Engineer's written interpretation or clarification 3.05 Reuse of Documents A. Contractor and any Subcontractor or Supplier or other individual or entity performing or furnishing all of the Work under a direct or indirect contract with Contractor, shall not- 1. ot 1. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or other documents (or copies of any thereof) prepared by or bearing the seal of Engineer or Engineer's consultants, including electronic media editions; or 2. reuse any of such Drawings, Specifications, other documents, or copies thereof on extensions of the Project or any other project without written consent of Owner and Engineer and specific written verification or adaption by Engineer. B. The prohibition of this Paragraph 3.05 will survive fatal payment, or termination of the Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract Documents for record purposes. 3.06 Electronic Data A. Copies of data furnished by Owner or Engineer to Contractor or Contractor to Owner or Engineer that may be relied upon are limited to the printed copies (also known as hard copies). Files in electronic media format of text, data, graphics, or other types are famished only for the convenience of the receiving party. Any conclusion or information obtained or derived from such electronic files will be at the user's sole risk. If there is a discrepancy between the electronic files and the hard copies, the hard copies govern. B. Because data stored in electronic media format can deteriorate or be modified inadvertently or otherwise without authorization of the data's creator, the party receiving electronic files agrees that it will perform acceptince tests or piocediues within 60 days, after which the receiving party shall be deemed to have accepted the data thus transferred. Any errors detected within the 60 - day acceptance period will be corrected by the transferring party.. C. When transferring documents in electronic media format, the fransferrirtg party makes no representations as to long term compatibility, usability, or readability of documents resulting from the use of software application packages, operating systems, or computer hardware differing from those used by the data's creator. ARTICLE 4 - AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS 4.01 Availability ofLandr A. Owner shall furnish the Site. Owner shall notify Contractor of any encumbrances or restrictions not of general application but specifically related to use of the Site with which Contractor must comply in performing the Work. Owner will obtain in a timely manner and pay for easements for permanent structures or permanent changes in existing facilities. If Contractor and Owner are unable to agree on entitlement to or on the amount or extent, if any, of any adjustment in the Contract Price or Contract Times, or both, as a result of any delay in Owner's furnishing the Site or a part thereof, Contractor may make a Claim therefor as provided in Paragraph 10.05. B. Upon reasonable written request, Owner shall furnish Contractor with a torrent statement of record legal title and legal description of the lands upon which the Work is to be performed and Owner's interest therein as necessary for giving notice of or filing a mechanic's or construction lien against such lands in accordance with applicable Caws and Regulations. C. Contractor shall provide for all additional lands and access thereto that may be required for temporary construction facilities or storage of materials and equipment. EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright ® 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-11 4.02 Subsurface and Physical Conditions A. Reports and Drawings: The Supplementary Conditions identify: 1. those reports of explorations and tests of subsurface conditions at or contiguous to the Site that -----Engineer has used in preparingtheContract- Documents; and 2. those drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Site (except Underground Facilities) that Engineer has used in preparing the Contract Documents, B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the general accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such `technical data" is identified in the Supplementary Conditions. Except for such reliance on such technical data," Contractor may not rely upon or make any claim against Owner or Engineer, or any of their Related Entities with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions, and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions, or information. 4.03 Differing Subsurface or Physical Conditions A. Notice., If Contractor believes that any subsur- face or physical condition at or contiguous to the Site that is uncovered or revealed either: I. is of such a nature as to establish that any "technical data" on which Contractor is entitled to rely as provided in Paragraph 4.02 is materially inaccurate; or 2. is of such a nature as to require a change in the Contract Documents; or 3. differs materially from that shown or indicated in the Contract Documents; or 4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents; then Contractor shall, promptly after becoming aware thereof and before further disturbing the subsurface or - - - physical conditions or performing any Work in connec. tion therewith (except in an emergency as required by Paragraph 6.16A), notify Owner and Engineer in writing about such condition. Contractor shall not further disturb such condition or perform any Work in connection therewith (except as aforesaid) until receipt of written order to do so. B. Engineer's Review: After receipt of written notice as requited by Paragraph 4.03.A, Engineer will promptly review the pertinent condition, determine the necessity of Owner's obtaining additional exploration or tests with respect thereto, and advise Owner in writing (with a copy to Contractor) of Engineer's findings and conclusions. C. Possible Price and Times Adjustments 1. The Contract Price or the Contract Times, or both, will be equitably adjusted to the extent that the existence of such differing subsurface or physical condition causes an increase or decrease in Contractor's cost of; or time required for, performance of the Work; subject, however, to the following: a. such condition must meet any one or more of the categories described in Paragraph 4.03.A; and b. with respect to Work that is paid for on a Unit Price Basis, any adjustment in Contract Price will be subject to the provisions of Paragraphs 9.07 and 1 t.03. 2. Contractor shall not be entitled to any adjustment in the Contract Price or Contract Times if: a. Contractor knew of the existence of such conditions at the time Contractor made a final commitment to Owner with respect to Contract Price and Contract Times by the submission of a Bid or becoming bound under a negotiated contract; or b. the existence of such condition could reasonably have been discovered or revealed as a result of any examination, investigation, explo- ration, test, or study of the Site and contiguous areas required by the Bidding Requirements or Contract Documents to be conducted by or for Contractor prior to Contractor's maldng such final commitment; or EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright C 2002 National Society of Professional Engineers for EJCDC. AD rights reserved. c. Contractor failed to give the written notice as required by Paragraph 4.03.A. 3. If Owner and Contractor are unable to agree on entitlement to or on the amount or extent, if any, of any adjustment in the Contract Price or Contract Times, or both, a Claim may be made therefor as provided in --------- -Paragraphs 1 o.05: However, Owner and Engineer, and any. -- of their Related Entities shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project 4.04 Underground Facilities A. Shown or Indicated: The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the Site is based on information and data furnished to Owner or Engineer by the owners of such Underground Facilities, including Owner, or by others. Unless it is otherwise expressly provided in the Sup- plementary Conditions: 1. Owner and Engineer shall not be responsible for the accuracy or completeness of any such information or data; and 2. the cost of all of the following will be included in the Contract Price, and Contractor shall have full responsibility for: a. reviewing and checking all such information and data, b. locating all Underground Facilities shown or indicated in the Contract Documents, c. coordination of the Work with the owners of such Underground Facilities, including Owner, during construction, and d. the safety and protection of all such Under- ground Facilities and repairing any damage thereto resulting from the Work. B. Not Shown or Indicated promptly review the Underground Facility and determine the extent, if any, to which a change is required in the Contract Documents to reflect and document the consequences of the existence or location of the Under- ground Facility. During such time, Contractor shall be responsible for the safety and protection of such Underground Facility. 2. If Engineer concludes that a change in the Contract Documents is required, a Work Change Directive or a Change Order will be issued to reflect and document such consequences. An equitable adjustment shall be made in the Contract Price or Contract Times, or both, to the extent that they are attributable to the existence or location of any Underground Facility that was not shown or indicated or not shown or indicated with reasonable accuracy in the Contract Documents and that Contractor did not know of and could not reasonably have been expected to be aware of or to have anticipated. If Owner and Contractor are unable to agree on entitlement to or on the amount or extent, if any, of any such adjustment in Contract Price or Contract Times, Owner or Contractor may make a Claim therefor as provided in Paragraph 10.05. 4.05 Reference Points A. Owner shall provide engineering surveys to establish reference points for construction which in Engineer's judgment are necessary to enable Contractor to proceed with the Work. Contractor shall be responsible for laying out the Work, shall protect and preserve the established reference points and property monuments, and shall make no changes or relocations without the prior written approval of Owner. Contractor shall report to Engineer whenever any reference point or property monument is lost or destroyed or requires relocation because of necessary changes in grades or locations, and shall be responsible for the accurate replacement or relocation of such reference points or property monuments by professionally qualified personnel. 4.06 Hazardous Environmental Condition at Site A. Reports and Drawings: Reference is made to the Supplementary Conditions for the identification of those reports and drawings relating to a Hazardous Environmental Condition identified at the Site, if any, that have been utilized by the Engineer in the preparation of the Contract Documents. 1. If an Underground Facility is uncovered or B. Limited Reliance by Contractor on Technical revealed at or contiguous to the Site which was not shown Data Authorized: Contractor may rely upon the general or indicated, or not shown or indicated with reasonable accuracy of the "technical data" contained in such reports accuracy in the Contract Documents, Contractor shall, and drawings, but such reports and drawings are not promptly after becoming aware thereof and before further Contract Documents. Such "technical data" is identified disturbing conditions affected thereby or performing any in the Supplementary Conditions. Except for such reliance Work in connection therewith (except in an emergency as on such "technical data," Contractor may not rely upon or required by Paragraph 6.16.A), identify the owner of such make any claim against Owner or Engineer, or any of Underground Facility and give written notice to that their Related Entities with respect to: owner and to Owner and Engineer. Engineer will E2CDC C-700 Standard General Conditions of the Construction Contract. Copyright 0 2002 National Society of Professional Engineers for EICDC. All rights reserved 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences and procedures of construction to be employed by Contractor and safety precautions and programs incident thereto; or -- - - 2. other- data, interpretations, opinions and - Inforrnation contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions or information. C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or re- vealed at the Site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work. Contractor shall be responsible for a Hazardous Environmental Condition created with any materials brought to the Site by Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible. D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with such condition and in any area affected thereby (except in an emergency as required by Paragraph 6.16.A); and (iii) notify Owner and Engineer (and promptly thereafter confirm such notice in writing). Owner shall promptly consult with Engineer conreming the necessity for Owner to retain a qualified expert to evaluate such condition or take corrective action, if any. E. Contractor shall not be required to resume Work in connection with such condition or in any affected area until after Owner has obtained any required permits related thereto and delivered to Contractor written notice: (f) specifying that such condition and any affected area is or has been tendered safe for the resumption of Work; or (fi) specifying any special conditions under which such Work may be resumed safely. If Owner and Contractor cannot agree as to entitlement to or on the amount or extent, if any, of any adjustment in Contract Price or Contract Times, or both, as a result of such Work stop- page or such special conditions under which Work is agreed to be resumed by Contractor, either party may make a Claim therefor as provided in Paragraph 10.05. entitlement to or on the amount or extent, if any, of an adjustment in Contract Price or Contract Times as a result of deleting such portion of the Work, then either party may snake a Claim therefor as provided in Paragraph 10.05. Owner may have such deleted portion of the Work performed by Owner's own forces or others in accordance with Article 7. G. To the fullest extent permitted by Laws and Regulations, Owner shall indemnify and hold harmless Contractor, Subcontractors, and Engin, and the officers, directors, partners, employees, agents, consultants, and subcontractors of each and any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition, provided that such Hazardous Environmental Condition: (i) was not shown or indicated in the Drawings or Specifications or identified in the Contract Documents to be included within the scope of the Work, and (u) was not created by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 4.06. G shall obligate Owner to indemnify any individual or entity from and against the conse- quences of that individual's or entity's own negligence. H. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless Owner and Engineer, and the officers, directors, partners, employees, agents, consultants, and subcontractors of each and any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition created by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 4.062 shall obligate Contractor to indemnify any individual or entity from and against the consequences of that individual's or entity's own negligence. L The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental Condition uncovered or revealed at the Site. ARTICLE 5 - BONDS AND INSURANCE 5.01 Performance, Payment, and Other Bonds F. If after receipt of such written notice A. Contractor shall famish performance and Contractor does not agree to resume such Work based on payment bonds, each in an amount at least equal to the a reasonable belief it is unsafe, or does not agree to Contract Price as security for the faithful performance and resume such Work under such special conditions, then payment of all of Contractor's obligations under the Owner may order the portion of the Work that is in the Contract Documents. These bonds shall remain in effect area affected by such condition to be deleted from the until one year after the date when final payment becomes Work. If Owner and Contractor cannot agree as to due or until completion of the correction period specified EJCDC C-700 Standard General Conditions of the Construction Contract Copyright 0 2002 National Society of Prefesstanal Engineers for EJCDC. All rights reserved. 00700-14 in Paragraph 13.07, whichever is later, except as provided otherwise by laws or Regulations or by the Contract Documents. Contractor shall also furnish such other bonds as are required by the Contract Docurnents. B. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by -----laws or Regulations; and shall be executed- by such. _..... sureties as are named in the current list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Compa- nies' as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent must be accompanied by a certified copy of the agent's authority to act. C. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in any state where any part of the Project is located or it ceases to meet the requirements of Paragraph 5.01.B, Contractor shall promptly notify Owner and Engineer and shall, within 20 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 5.01.B and 5.02. 5.02 Licensed Sureties and Insurers A. All bonds and insurance required by the Contract Documents to be purchased and maintained by Owner or Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized m the jurisdiction in which the Project is located to issue bonds or insurance policies for the limits and coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 5.03 Certificates of Insurance A. Contractor shall deliver to Owner, with copies to each additional insured identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by Owner or any other additional insured) which Contractor is required to purchase and maintain. B. Owner shall deliver to Contractor, with copies to each additional insured identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by Contractor or any other additional insured) which Owner is required to purchase and maintain. 5.04 Contractor's Liability Insurance A. Contractor shall purchase and maintain such liability and other insurance as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable:. 1, claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees; 3. claims for damages because of bodily injury, sickness or disease, or death of any person other than Contractor's employees; 4. claims for damages insured by reasonably available personal injury liability coverage which are sus- tained: a. by any person as a result of an offense directly or indirectly related to the employment of such person by Contractor, or b. by any other person for any other reason; 5. claims for damages, other than to the Work itself; because of injury to or destruction of tangible property wherever located, including loss of use resulting therefrom; and 6. claims for damages because of bodily injury or death of any person or property damage arising out of the ownership, maintenance or use of any motor vehicle. B. The policies of insurance required by this Paragraph 5.14 shall: 1. with respect to insurance required by Paragraphs 5.04.A.3 through 5.04A.6 inclusive, include as additional insured (subject to any customary exclusion regarding professional liability) Owner and Engineer, and any other individuals or entities identified in the Supple- mentary Conditions, all of whom shall be listed as addi- tional insureds, and include coverage for the respective officers, directors, partners, employees, agents, consultants and subcontractors of each and any of all such additional insureds, and the insurance afforded to these additional insureds shall provide primary coverage for all claims covered thereby; 2. include at least the specific coverages and be written for not less than the limits of liability Provided in the Supplementary Conditions or required by laws or Regulations, whichever is greater, EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright C 2002 National Society of Professional Engineers for EJCDC. AE rights reserved. 3. include completed operations insurance; 4, include contractual liability insurance covering Contractor's indemnity obligations under Paragraphs 6.11 and 620; 5. contain a provision or endorsement that the --coverage- afforded will not be canceled, materially changed or renewal refused until at least 30 days prior written notice has been given to Owner and Contractor and to each other additional insured identified in the Supplementary Conditions to whom a certificate of insurance has been issued (and the certificates of insurance famished by the Contractor pursuant to Paragraph 5.03 will so provide); 6. remain in effect at least until final payment and at all times thereafter when Contractor may be correcting, removing, or replacing defective Work in accordance with Paragraph 13.07; and 7. with respect to completed operations insur- ance, and any insurance coverage written on a claims - made basis, remain in effect for at least two years after final payment. a. Contractor shall furnish Owner and each other additional insured identified in the Supple- mentary Conditions, to whom a certificate of insurance has been issued, evidence satisfactory to Owner and any such additional insured of continuation of such insurance at final payment and one year thereafter. 5.05 Owner's Liability Insurance A. In addition to the insurance required to be provided by Contractor under Paragraph 5.04, Owner, at Owner's option, may purchase and maintain at Owner's expense Owner's own liability insurance as will protect Owner against claims which may arise from operations under the Contract Documents. 5.06 Property Inswance A. Unless otherwise provided in the Supple- mentary Conditions, Owner shall purchase and maintain property insurance upon the Work at the Site in the amount of the full replacement cost thereof (subject to such deductible amounts as may be provided in the Supplementary Conditions or required by Laws and Regulations). This insurance shall: 1. include the interests of Owner, Contractor, Subcontractors; and Engineer, and any other individuals or entities identified in the Supplementary Conditions, and the officers, directors, partners, employees, agents, consultants and subcontractors of each and any of them, each of whom is deemed to have an insurable interest and shall be listed as an insured or additional insured; 2. be written on a Builder's Risk "all-risk" or open peril or special causes of loss policy form that shall at least include insurance for physical loss or damage to the Work, temporary buildings, false work, and materials and equipment in transit, and shall insure against at least the following perils or causes of loss: fire, lightning, extended coverage, then vandalism and malicious —`mischief,- earthquake_ collapsed 'debris- --removal; demolition occasioned by enforcement of Laws and Regulations, water damage, (other than caused by flood) and such other perils or causes of loss as may be specifi- cally required by the Supplementary Conditions; 3. include expenses incurred in the repair or replacement of any insured property (including but not limited to fees and charges of engineers and architects); 4. cover materials and equipment stored at the Site or at another location that was agreed to in writing by Owner prior to being incorporated in the Work, provided that such materials and equipment have been included in an Application for Payment recommended by Engineer, 5. allow for partial utilization of the Work by Owner, 6. include testing and startup; and 7. be maintained in effect until final payment is made unless otherwise agreed to in writing by Owner, Contractor, and Engineer with 30 days written notice to each other additional insured to whom a certificate of insurance has been issued. B. Owner shall purchase and maintain such boiler and machinery insurance or additional property insurance as may be required by the Supplementary Conditions or Laws and Regulations which will include the interests of Owner, Contractor, Subcontractors, and Engineer, and any other individuals or entities identified in the Supplementary Conditions, and the officers, directors, partners, employees, agents, consultants and subcontractors of each and any of them, each of whom is deemed to have an insurable interest and shall be listed as an insured or additional insured. C. All the policies of insurance (and the certifi- cates or other evidence thereof) required to be purchased and maintained in accordance with Paragraph 5.06 will contain a provision or endorsement that the coverage afforded will not be canceled or materially changed or renewal refused until at least 30 days prior written notice has been given to Owner and Contractor and to each other additional insured to whom a certificate of insurance has been issued and will contain waiver provisions in accor- dance with Paragraph 5.07. D. Owner shall not be responsible for purchasing and maintaining any property insurance specified in this Paragraph 5.06 to protect the interests of Contractor, Subcontractors, or others in the Work to the extent of any EJCDC C-700 Standard General Conditions of the Construction Contract Copyright ® 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-16 deductible amounts that are identified in the Supple- mentary Conditions. The risk of loss within such identified deductible amount will be borne by Contractor, Subcontractors, or others suffering any such loss, and if any of them wishes property insurance coverage within the limits of such amounts, each may purchase and maintain it at the purchaser's own expense. E. If Contractor requests in writing that other special insurance be included in the property insurance policies provided under Paragraph 5.06, Owner shall, if possible, include such insurance, and the cost thereof will be charged to Contractor by appropriate Change Order. Prior to commencement of the Work at the Site, Owner shall in writing advise Contractor whether or not such other insurance has been procured by Owner. 5.07 Waiver of Rights A. Owner and Contractor intend that all policies purchased in accordance with Paragraph 5.06 will protect Owner, Contractor, Subcontractors, and Engineer, and all other individuals or entities identified in the Supple- mentary Conditions to be listed as insureds or additional insureds (and the officers, directors, partners, employees, agents, consultants and subcontractors of each and any of them) in such policies and will provide primary coverage for all losses and damages caused by the perils or causes of loss coveted thereby. All such policies shall contain provisions to the effect that in the event of payment of any loss or damage the insurers will have no rights of recovery against any of the insureds or additional insureds thereunder. Owner and Contractor waive all rights against each other and their respective officers, directors, partners, employees, agents, consultants and subcontractors of each and any of them for all losses and damages caused by, arising out of or resulting from any of the perils or causes of loss covered by such policies and any other property insurance applicable to the Work, and, in addition, waive all such rights against Subcontractors, and Engineer, and all other individuals or entities identified in the Supplementary Conditions to be listed as insured or additional insured (and the officers, directors, partners, employees, agents, consultants and subcontractors of each and any of them) under such policies for losses and damages so caused. None of the above waivers shall extend to the rights that any party making such waiver may have to the proceeds of insurance held by Owner as trustee or otherwise payable under any policy so issued. B. Owner waives all rights against Contractor, Subcontractors, and Engineer, and the officers, directors, partners, employees, agents, consultants and subcontractors of each and any of them for. 1. loss due to business interruption, loss of use, or other consequential loss extending beyond direct physical loss or damage to Owner's property or the Work caused by, arising out o& or resulting from fire or other perils whether or not insured by Owner, and 2. loss or damage to the completed Project or -part thereof caused by, arising out of, orresulting from fire or other insured peril or cause of loss covered by any property insurance maintained on the completed Project or part thereof by Owner during partial utilization pursuant to Paragraph 14.05, after Substantial Completion pursuant to Paragraph 14.04, or after final payment pursuant to Paragraph 14.07. C. Any insurance policy maintained by Owner covering any loss, damage or consequential loss referred to in Paragraph 5.07.B shall contain provisions to the effect that in the event of payment of any such loss, damage, or consequential loss, the insurers will have no rights of recovery against Contractor, Subcontractors, or Engineer, and the officers, directors, partners, employees, agents, consultants and subcontractors of each and any of them. 5.08 Receipt and Application oflnsrrrance Proceeds A. Any insured loss under the policies of insurance requited by Paragraph 5.06 will be adjusted with Owner and made payable to Owner as fiduciary for the insureds, is their interests may appear, subject to the requirements of any applicable mortgage clause and of Paragraph 5.08.B. Owner shall deposit in a separate account any money so received and shall distribute it in accordance with such agreement as the parties in interest may reach. If no other special agreement is reached, the damaged Work shall be repaired or replaced, the moneys so received applied on account thereof and the Work and the cost thereof covered by an appropriate Change Order. B. Owner as fiduciary shall have power to adjust and settle any loss with the insurers unless one of the patties in interest shall object in writing within 15 days after the occurrence of loss to Owners exercise of this power. If such objection be made, Owner as fiduciary shalt make settlement with the insurers in accordance with such agreement as the parties in interest may reach. If no such agreement among the parties in interest is reached, Owner as fiduciary shall adjust and settle the loss with the insurers and, if required in writing by any ply in interest, Owner as fiduciary shall give bond for the proper performance of such duties. 5.09 Acceptance of Bonds and Insurance; Option to Replace A. If either Owner or Contractor has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the other party in accordance with Article 5 on the basis of non-ronformance with the Contract PJJCDC C-700 Standard General Conditions of the Construction Contract. Copyright ®1001 National Society of Professional Engineers for EJCDC. AO rights reserved. 011700 - 17 Documents, the objecting party shall so notify the other party in writing within 10 days after receipt of the certificates (or other evidence requested) required by Paragraph 2.01.13. Owner and Contractor shall each provide to the other such additional information in respect of insurance provided as the other may reasonably request. If either patty does not purchase or maintain all of the bonds and insurance required- of such party by the _ Contract Documents, such party shall notify the other party in writing of such failure to purchase prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. Without prejudice to any other right or remedy, the other party may elect to obtain equivalent bonds or insurance to protect such other party's interests at the expense of the party who was required to provide such coverage, and a Change Order shall be issued to adjust the Contract Price accordingly. 5.10 Partial Utilization, Acknowledgment of Property insurer A. If Owner finds it necessary to occupy or use a portion or portions of the Work prior to Substantial Completion of all the Work as provided in Paragraph 14.05, no such use or occupancy shall commence before the insurers providing the property insurance pursuant to Paragraph 5.06 have acknowledged notice thereof and in writing effected any changes in coverage necessitated thereby. The insurers providing the property insurance shall consent by endorsement on the policy or policies, but the property insurance shall not be canceled or permitted to lapse on account of any such partial use or occupancy. ARTICLE 6 - CONTRACTOR'S RESPONSIBILITIES 6.01 Supervision and Superintendence A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. Contractor shall not be responsible for the negligence of Owner or Engineer in the design or specification of a specific means, method, technique, sequence, or procedure of construction which is shown or indicated in and expressly required by the Contract Documents. B. At all times during the progress of the Work, Contractor shall assign a competent resident superin- tendent who shall not be replaced without written notice to Owner and Engineer except under extraordinary circumstances. The superintendent will be Contractor's representative at the Site and shall have authority to act on behalf of Contractor. All communications given to or received from the superintendent shall be binding on Contractor. 6.02 Labor; Working Hours A- Contractor shall provide competent, suitably qualified personnel to survey and lay out the Work and ...- perform construction as required bythe -Contract Docu- ments. Contractor shall at all times maintain good disci- pline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during regular working hours. Contractor will not permit the performance of Work on a Saturday, Sunday, or any legal holiday without Owner's written consent (which will not be unreasonably withheld) given after prior written notice to Engineer. 6.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of Owner. If required by Engineer, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. C. All materials and equipment shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. 6.04 Progress Schedule A. Contractor shall adhere to the Progress Schedule established in accordance with Paragraph 2.07 as it may be adjusted from time to time as provided below. EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright 0 2002 National Society of professional Engineers for p.JCDC. All rights reserved. 00700-18 1. Contractor shall submit to Engineer for acceptance (to the extent indicated in Paragraph 2.07) proposed adjustments in the Progress Schedule that will not result in changing the Contract Times. Such adjust- ments will comply with any provisions of the General Ro- quirements applicable thereto. -- - -- .._ 2., Proposed_.. adjustments .. in . the Progress..'.... Schedule that will change the Contract Times shall be submitted in accordance with the requirements of Article 12. Adjustments in Contract Times may only be made by a Change Order. 6.05 Substitutes and "Or -Equals" A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required Unless the specification or description contains or is followed by words reading that no like, equivalent, or "oar -equal" item or no substitution is permitted, other items of material or equipment m material or equipment of other Suppliers may be submitted to Engineer for review under the circumstances described below. 1. "Or -Equal" Items: If in Engineer's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by Engineer as an "or -equal" item, in which case review and approval of the proposed item may, in Engineer's sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 6.05A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. in the exercise of reasonable judgment Engineer determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole, 3) it has a proven record of performance and availability of responsive service; and In. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the Owner or increase in Contract Times, and 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items -- a: If in -Engineer's sole discretion an -item of - material or equipment proposed by Contractor does not qualify as an "or -equal" item under Paragraph 6.05.A.1, it will be considered a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow Engineer to determine that the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by Engineer from anyone other than Contractor. c. The requirements for review by Engineer will be as set forth in Paragraph 6.05.A.2.d, as supplemented in the General Requirements and as Engineer may decide is appropriate under the circumstances. (L Contractor shall make written application to Engineer for review of a proposed substitute item of material or equipment that Contractor seeks to famish or use. The application: 1) shall certify that the proposed substi- tute item will: a) perform adequately the functions and achieve the results called for by the general design, b) be similar in substance to that specified, and c) be suited to the same use as that specified; 2) will state a) the extent, if any, to which the use of the proposed substitute item will preju- dice Contractor's achievement of Substantial Completion on time; b) whether or not use of the proposed substitute item in the Work will require a change in any of the Contract Docu- ments (or in the previsions of any other direct contract with Owner for other work on the Project) to adapt the design to the proposed substitute item; and EJCDC C-700 Standard General Conditions of the Construction Contract / Copyright C 2002 Natimal Society of Professional Engineers for EJCDC. Aa rights reserved e) whether or not incorporation or use of the proposed substitute item in con- nection with the Work is subject to payment of any license fee or royalty; 3) will identify. ----a)- all variations of the -'proposed -" substitute item from that specified, and b) available engineering, sales, maintenance, repair, and replacement services; 4) and shall contain an itemized esti- mate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and claims of other contractors affected by any resulting change, B. Substitute Construction Methods or Proce- dures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by Engineer. Contractor shall submit sufficient information to allow Engineer, in Engineer's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. The requirements for review by Engineer will be similar to those provided in Paragraph 6.05.A.2. C. Engineer's Evaluation: Engineer will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 6.05.A and 6.05.B. Engineer may require Contractor to furnish additional data about the proposed substitute item. Engineer will be the sole judge of acceptability. No "or equal" or substitute will be ordered, installed or utilized until Engineer's review is complete, which will be evidenced by either a Change Order for a substitute or an approved Shop Drawing for an "or equal." Engineer will advise Contractor in writing of any negative determination. D. Special Guarantee: Owner may require Contractor to furnish at Contractor's expense a special performance guarantee or other surety with respect to any substitute. E. Engineer's Cost Reimbursement: Engineer will record Engineer's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 6.05A.2 and 6.05.13 Whether or not Engineer approves a substitute item so proposed or submitted by Contractor, Contractor shall reimburse Owner for the charges of Engineer for evaluating each such proposed substitute. Contractor shall also reimburse Owner for the charges of Engineer for making changes in the Contract Documents (or in the provisions of any other direct contract with Owner) resulting from the acceptance of each proposed substitute. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or -equal" at Contractor's expense. 6.06 Concerning Subcontractors, Suppliers, and Others A. Contractor shall not employ any Subcon- tractor, Supplier, or other individual or entity (including those acceptable to Owner as indicated in Paragraph 6.06.13), whether initially or as a replacement, against whom Owner may have reasonable objection. Contractor shall not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or perform any of the Work against whom Contractor has reasonable objection. B. If the Supplementary Conditions require the identity of certain Subcontractors, Suppliers, or other individuals or entities to be submitted to Owner in advance for acceptance by Owner by a specified date prior to the Effective Date of the Agreement, and if Contractor has submitted a list thereof in accordance with the Supplementary Conditions, Owner's acceptance (either in writing or by failing to make written objection thereto by the date indicated for acceptance or objection in the Bidding Documents or the Contract Documents) of any such Subcontractor, Supplier, or other individual or entity so identified may he revoked on the basis of reason- able objection after due investigation. Contractor shall submit an acceptable replacement for the rejected Subcontractor, Supplier, or other individual or entity, and the Contract Price will be adjusted by the difference in the cost occasioned by such replacement, and an appropriate Change Order will be issued. No acceptance by Owner of any such Subcontractor, Supplier, or other individual or entity, whether initially or as a replacement, shall consti- tute a waiver of any right of Owner or Engineer to reject defective Work. C. Contractor shall be fully responsible to Owner and Engineer for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or famishing any of the Work just as Contractor is responsible for Contractors own acts and omissions. Nothing in the Contract Documents: 1, shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between Owner or Engineer and any such Subcontractor, Supplier or other individual or entity, nor 2. shall anything in the Contract Documents create any obligation on the part of Owner or Engineer to pay or to we to the payment of any moneys due any such Subcontractor, Supplier, or other individual EJCDC C-700 Standard General Conditions of the Construction Contract Copyright ® 2002 National Society of Professional Englaeers Gr EJCDC. All rights reserved 00700-20 or entity except as may otherwise be required by Laws and Regulations. D. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect -contract with Contractor. E. Contractor shall require all Subcontractors, Suppliers, and such other individuals or entities per- forming or furnishing any of the Work to communicate with Engineer through Contractor. F. The divisions and sections of the Specifica- tions and the identifications of any Drawings shall not control Contractor in dividing the Work among Subcon- tractors or Suppliers or delineating the Work to be performed by any specific trade. G. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appro- priate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of Owner and Engineer. Whenever any such agreement is with a Subcontractor or Supplier who is listed as an additional insured on the property insurance provided in Paragraph 5.06, the agreement between the Contractor and the Subcontractor or Supplier will contain provisions whereby the Subcontractor or Supplier waives all rights against Owner, Contractor, and Engineer„ and all other individuals or entities identified in the Supplementary Conditions to be listed as insureds or additional insureds (and the officers, directors, partners, employees, agents, consultants and subcontractors of each and any of them) for all losses and damages caused by, arising out ot; relating to, or resulting from any of the perils or causes of loss covered by such policies and any other property insurance applicable to the Work. If the insurers on any such policies require separate waiver forms to be signed by any Subcontractor or Supplier, Contractor will obtain the same. 6.07 Patent Fees and Royalties A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product, or device wbich is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product, C. Changes in Laws or Regulations not known at or device is specified in the Contract Documents for use the time of opening of Bids (or, on the Effective Date of in the performance of the Work and if to the actual the Agreement if there were no Bids) having an effect on knowledge of Owner or Engineer its use is subject to the cost or time of performance of the Work shall be the patent rights or copyrights calling for the payment of any subject of an adjustment in Contract Price or Contract license fee or royalty to others, the existence of such Times. If Owner and Contractor are unable to agree on rights shall be disclosed by Owner in the Contract entitlement to or on the amount or extent, if any, of any Documents. such adjustment, a Claim may be made therefor as provided in Paragraph 10.05. EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright ® 2002 Natioal Society of Professional Engineers for FJCDC. AN rights reserved. 00700 - 21 B. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold barndess Owner and Engineer, and the officers, directors, partners, employees, agents, consultants and subcontractors of each and any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, '- attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 6.08 Permits A. Unless otherwise provided in the Supple- mentary Conditions, Contractor shall obtain and pay for all construction permits and licenses. Owner shall assist Contractor, when necessary, in obtaining such permits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement Owner shall pay all charges of utility owners for connections for providing permanent service to the Work. 6.09 Laws and Regulations A Contractor shall give all notices required by and shall comply with all Laws and Regulations applica- ble to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, neither Owner nor Engineer shall be responsible for monitoring Contractor's compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor's primary responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3.03. 6.10 Taxes A. Contractor shall pay all sales, consumer, use, and other similar taxes required to be paid by Contractor in accordance with the Laws and Regulations of the place of the Project which are applicable during the .___...performance ofthe Work . - .. 6.11 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas 1. Contractor shall confine construction equip- ment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. Should any claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly settle with such other party by negotiation or otherwise resolve the claim by arbitration or other dispute resolution proceeding or at law. 3. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless Owner and Engineer, and the officers, directors, partners, employees, agents, consultants and subcontractors of each and any of them from and against all claims, costs, losses, and damages -(including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against Owner, Engineer, or any other party indemnified hereunder to the extent caused by or based upon Contractor's performance of the Work. B. Removal of Debris During Performance of the Work., During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. D. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it 6.12 Record Documents A. Contractor shall maintain in a safe place at the Site one record copy of all Drawings, Specifications, Addenda, Change Orders, Work Change Directives, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved Samples and a counterpart of all approved Shop Drawings will be available to Engineer for reference. Upon completion of the Work, these record documents, Samples, and Shop Drawings will be delivered to Engi- neer for Owner. 6.13 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precau- tions and programs in connection with the Work. Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Cleaning: Prior to Substantial Completion of the Work Contractor shall clean the Site and the Work C. All damage, injury, or loss to any property and make it ready for utilization by Owner. At the com- referred to in Paragraph 6.13.A.2 or 6.13.A.3 caused, pletion of the Work Contractor shall remove from the Site directly or indirectly, in whole or in part, by Contractor, all tools, appliances, construction equipment and any Subcontractor, Supplier, or any other individual or machinery, and surplus materials and shall restore to entity directly or indirectly employed by any of them to original condition all property not designated for perform any of the Work, or anyone for whose acts any of alteration by the Contract Documents. them may be liable, shall be remedied by Contractor (except damage or loss attributable to the fault of Draw- EJCDC C-700 Standard Ceuenl Conditions of the Construction Contract. Copyright ® 2002 National Society of professional Fngineers for EJCDC. All rights reserved. 00700-22 ings or Specifications or to the acts or omissions of Owner or Engineer or , or anyone employed by any of them, or anyone for whose acts any of them may be liable, and not attributable, directly or indirectly, in whole or in part, to the fault or negligence of Contractor or any Subcontractor, Supplier, or other individual or entity directly or indirectly employed by any of them). D. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and Engineer has issued a notice to Owner and Contractor in accordance with Paragraph 14.07.B that the Work is acceptable (except as otherwise expressly provided in connection with Substantial Completion). 6.14 Safety Representative A Contractor shall designate a qualified and experienced safety representative at the Site whose duties and responsibilities shall be the prevention of accidents and the maintaining and supervising of safety precautions and programs. 6.15 Hazard Communication Programs A. Contractor shall be responsible for coordi- nating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers at the Site in accordance with Laws or Regulations. 6.16 Emergencies A. In emergencies affecting the safety or protec- tion of persons or the Work or property at the Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss. Contractor shall give Engineer prompt written notice if Contractor believes that any significant changes in the Work or variations from the Contract Documents have been caused thereby or are required as a result thereof. If Engineer determines that a change in the Contract Documents is required because of the action taken by Contractor in response to such an emergency, a Work Change Directive or Change Order will be issued. 6.17 Shop Drawings and Samples A. Contractor shall submit Shop Drawings and Samples to Engineer for review and approval in accor- dance with the acceptable Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be identified as Engineer may require. 1. Shop Drawings b. Data shown on the Shop Drawings will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show Engineer the services, materials, and equipment Contractor proposes to provide and to enable Engineer to review the information for the limited purposes -- required byParagraph -6:19.D. 2. Samples: Contractor shall also submit Samples to Engineer for review and approval in accor- dance with the acceptable schedule of Shop Drawings and Sample submittals. a. Submit number of Samples specified in the Specifications. b. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as Engineer may require to enable Engineer to review the submittal for the limited purposes required by Paragraph 6.17.1), B. Where a Shop Drawing or Sample is requited by the Contract Documents or the Schedule of Submittals , any related Work performed prior to Engineer's review and approval of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. Submittal Procedures 1. Before submitting each Shop Drawing or Sample, Contractor shall have determined and verified., a. all field measurements, quantities, dimensions, specified performance and design criteria, installation requirements, materials, catalog numbers, and similar information with respect thereto; b. the suitability of all materials with respect to intended use, fabrication, shipping, handling, storage, assembly, and installation pertaining to the performance of the Work; c. all information relative to Contractor's responsibilities for means, methods, techniques, sequences, and procedures of construction, and safety precautions and programs incident thereto; and d. shall also have reviewed and coordinated each Shop Drawing or Sample with other Shop Drawings and Samples and with the requirements of the Work and the Contract Documents. a. Submit number of copies specified in the 2. Each submittal shall bear a stamp or specific General Requirements. written certification that Contractor has satisfied Contractor's obligations under the Contract Documents FJCDC C-700 Standard General Conditions of the Construction Contract. Copyright 02102 National Society of Professional Engineers for EJCDC. Aa rights reserved. 00700-23 with respect to Contractor's review and approval of that submittal. 3. With each submittal, Contractor shall give Engineer specific written notice of any variations, that the Shop Drawing or Sample may have from the requirements of the Contract Documents. This notice shall be both a --- written communication separate from the Shop -Drawing's -- or Sample Submittal; and, in addition, by a specific notation made on each Shop Drawing or Sample submit- ted to Engineer for review and approval of each such variation. D. Engineer's Review 1. Engineer will provide timely review of Shop Drawings and Samples in accordance with the Schedule of Submittals acceptable to Engineer. Engineer's review and approval will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and he compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Docu- ments. 2. Engineer's review and approval will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of con- struction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and approval of a separate item as such will not indicate approval of the assembly in which the item functions. 3. Engineer's review and approval shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Paragraph 6.17.C.3 and Engineer has given written approval of each such variation by specific written notation thereof incorporated in or accompanying the Shop Drawing or Sample. Engineer's review and approval shall not relieve Contractor from responsibility for complying with the requirements of Paragraph 6.17.C.1. E. Resubmittal Procedures 1. Contractor shall make corrections required by Engineer and shall return the required number of cor- rected copies of Shop Drawings and submit, as required, new Samples for review and approval. Contractor shall direct specific attention in writing to revisions other than the corrections called for by Engineer on previous submittals. disagreements with Owner. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as permitted by Paragraph 15.04 or as Owner and Contractor may otherwise agree in writing. 6.19 Contractor's General Warranty and Guarantee - A. Contractor warrantsandguarantees- to Owner that all Work will be in accordance with the Contract Documents and will not be defective. Engineer and its Related Entities shall be entitled to rely on representation of Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Sub- contractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: 1. observations by Engineer; 2. recommendation by Engineer or payment by Owner of any progress or final payment; 3. the issuance of a certificate of Substantial Completion by Engineer or any payment related thereto by Owner; 4. use or occupancy of the Work or any part thereof by Owner; 5. any review and approval of a Shop Drawing or Sample submittal or the issuance of a notice of acceptabil- ity by Engineer, 6. any inspection, test, or approval by others; or 7. any correction of defective Work by Owner. 6.20 Indemnification A. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless Owner and Engineer, and the officers, directors, partners, employees, agents, consultants and 6.18 Continuing the Work subcontractors of each and any of them from and against all claims, costs, losses, and damages (including but not A. Contractor shall carry on the Work and adhere limited to all fees and charges of engineers, architects, to the Progress Schedule during all disputes or attorneys, and other professionals and all court or E.ICDC C-900 Standard General Conditions of the Construction Contract. Copyright C 2002 National Sudety of professional Engineers for E2CDC. All rights reserved. arbitration or other dispute resolution costs) arising out of or relating to the performance of the Work, provided that any such claim, cost, loss, or damage is attributable to bodily injury, sickness, disease, or death, or to injury to or destruction of tangible property (other than the Work itself), including the loss of use resulting therefrom but only to the extent caused by any negligent act or omission — -------of- Contractor, any Subcontractor, any Supplier, orany individual or entity directly or indirectly employed by any of them to perform any of the Work or anyone for whose acts any of them may be liable . B. In any and all claims against Owner or Engineer or any of their respective consultants, agents, officers, directors, partners, or employees by any employ- ee (or the survivor or personal representative of such employee) of Contractor, any Subcontractor, any Supplier, or any individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, the indemnification obligation under Paragraph 6.20.A shall not be limited in any way by any limitation on the amount or type of damages, compensation, or benefits payable by or for Contractor or any such Subcontractor, Supplier, or other individual or entity under workers' compensation acts, disability benefit acts, or other employee benefit acts. C. The indemnification obligations of Contractor under Paragraph 6.20.A shall not extend to the liability of Engineer and Engineer's officers, directors, partners, employees, agents, consultants and subcontractors arising out of: 1. the preparation or approval o£ or the failure to prepare or approve, maps, Drawings, opinions, reports, surveys, Change Orders, designs, or Specifications; or 2. giving directions or instructions, or failing to give them, if that is the primary cause of the injury or damage. 6.21 Delegation of Projissional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. Contractor shall not be required to provide professional services in violation of applicable law. shall appear on all drawings, calculations, specifications, certifications, Shop Drawings and other submittals prepared by such professional. Shop Drawings and other submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to Engineer. C. Owner and Engineer shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided Owner and Engineer have specified to Contractor all performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 6.21, Engineer's review and approval of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. Engineer's review and approval of Shop Drawings and other submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 6.17.D.1. E. Contractor shall not be responsible for the adequacy of the performance or design criteria requited by the Contract Documents. ARTICLE 7 - OTHER WORK AT THE STPB 7.01 Related Work at Site A- Owner may perform other work related to the Project at the Site with Owner's employees, or via other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Con- tract Documents, them 1. written notice thereof will be given to Contractor prior to starting any such other work; and 2. if Owner and Contractor are unable to agree on entitlement to or on the amount or extent, if any, of any adjustment in the Contract Price or Contract Times that should be allowed as a result of such other work, a Claim may be made therefor as provided in Paragraph 10.05. B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner B. If professional design services or and Owner, if Owner is performing other work with certifications by a design professional related to systems, Owner's employees, proper and safe access to the Site, a materials or equipment are specifically required of reasonable opportunity for the introduction and storage of Contractor by the Contract Documents, Owner and materials and equipment and the execution of such other Engineer will specify all performance and design criteria work, and shall properly coordinate the Work with theirs. that such services must satisfy. Contractor shall cause Contractor shall do all cutting, fitting, and patching of the such services or certifications to be provided by a Work that may be required to properly connect or properly licensed professional, whose signature and seal otherwise make its several parts come together and EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright 0 2002 National Society of Professional Engineers for EJCDC. All rights reserved. Properly integrate with such other work Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering their work and will only cut or alter their work with the written consent of Engineer and the others whose work will be affected. The duties and responsibilities of Contractor under this Paragraph are for the benefit of such utility owners and other contractors to -------the extent that there are comparable provisions -for -the benefit of Contractor in said direct contracts between Owner and such utility owners and other contractors. C. If the proper execution or results of any part of Contractors Work depends upon work perforated by others under this Article 7, Contractor shall inspect such other work and promptly report to Engineer in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects and deficiencies in such other work. 7.02 Coordination A. If Owner intends to contract with others for the performance of other work on the Project at the Site, the following will be set forth in Supplementary Condi- tions: 1. the individual or entity who will have authority and responsibility for coordination of the activities among the various contractors will be identified; 2. the specific matters to be covered by such authority and responsibility will be itemized; and 3. the extent of such authority and responsibili- ties will be provided. B. Unless otherwise provided in the Supplementary Conditions, Owner shall have sole authority and responsibility for such coordination. 7.03 Legal Relationships A. Paragraphs 7.0I.A and 7.02 are not applicable for utilities not under the control of Owner. B. Each other direct contract of Owner under Paragraph 7.0I.A shall provide that the other contractor is liable to Owner and Contractor for the reasonable direct delay and disruption costs incurred by Contractor as a result of the other contractor's actions or inactions. C. Contractor shall be liable to Owner and any Other contractor for the reasonable direct delay and disruption costs incurred by such other contractor as a result of Contractor's action or inactions. ARTICLE 8 - OWNER'S RESPONSIBILITIES 8.01 Communications to Contractor A. Except as otherwise provided in these General Conditions, Owner shall issue all communications to _- -- Contractor through Engineer. _.. - .__.. _..... 8.02 Replacement of Engineer A. In case of termination of the employment of Engineer, Owner shall appoint an engineer to whom Contractor makes no reasonable objection, whose status under the Contract Documents shall be that of the former Engineer. 8.03 Furnish Data A. Owner shall promptly furnish the data required of Owner under the Contract Documents. 8.04 Pay When Due A. Owner shall make payments to Contractor when they are due as provided in Paragraphs 14.02.0 and 14.07.C. 8.05 Lands and Easements; Reports and Tests A. Owner's duties in respect of providing lands and easements and providing engineering surveys to establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to Owners identifying and making available to Contractor copies of reports of explorations and tests of subsurface conditions and drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Site that have been utilized by Engineer in preparing the Contract Documents. 8.06 Insurance A. Owner's responsibilities, if any, in respect to purchasing and maintaining liability and property insur- ance are set forth in Article 5. 8.07 Change Orders A. Owner is obligated to execute Change Orders as indicated in Paragraph 10.03. 8.08 Inspections, Tests, and Approvals A. Owner's responsibility in respect to certain inspections, tests, and approvals is set forth in Paragraph 13.03.B. EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright ® 2002 National Society of Professional Engineers for EJCDC. AD rights reserved. 00700-26 8.09 Limitations on Owner's Responsibilities A. The Owner shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws -and -Regulations applicable to the - performance of the Work. Owner will not be responsible for Contractor's failure to perform the Work in accordance with die Contract Documents. 8.10 Undisclosed Hazardous Environmental Condition A. Owner's responsibility in respect to an undis- closed Hazardous Environmental Condition is set forth in Paragraph 4.06. 8.11 Evidence of Financial Arrangements A. If and to the extent Owner has agreed to furnish Contractor reasonable evidence that financial arrangements have been made to satisfy Owner's obligations under the Contract Documents, Owner's responsibility in respect thereof will be as set forth in the Supplementary Conditions. ARTICLE 9 - ENGINEER'S STATUS DURING CONSTRUCTION 9.01 Owner's Representative A. Engineer will be Owner's representative during the construction period. The duties and responsi- bilities and the limitations of authority of Engineer as Owner's representative during construction are set forth in the Contract Documents and will not be changed without written consent of Owner and Engineer. 9.02 Visits to Site A. Engineer will make visits to the Site at inter- vals appropriate to the various stages of construction as Engineer deems necessary in order to observe as an experienced and qualified design professional the progress that has been made and the quality of the various aspects of Contractor's executed Work Based on information obtained during such visits and observations, Engineer, for the benefit of Owner, will determine, in general, if the Work is proceeding in accordance with the Contract Documents. Engineer will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. Engineer's efforts will be directed toward providing for Owner a greater degree of confidence that the completed Work will conform generally to the Contract Documents. On the basis of such visits and observations, Engineer will keep Owner informed of the progress of the Work and will endeavor to guard Owner against defective Work B. Engineer's visits and observations are subject to all the limitations on Engineer's authority and responsibility set forth in Paragraph 9.09. Particularly, but without limitation, during or as a result of Engineer's - visits orobservationsof Contractor's Work Engineer will not supervise, direct, control, or have authority over or be responsible for Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. 9.03 Project Representative A. If Owner and Engineer agree, Engineer will famish a Resident Project Representative to assist Engineer in providing more extensive observation of the Work. The authority and responsibilities of any such Resident Project Representative and assistants will be as provided in the Supplementary Conditions, and limitations on the responsibilities thereof will be as provided in Paragraph 9.09. If Owner designates another representative or agent to represent Owner at the Site who is not Engineer's consultant, agent or employee, the responsibilities and authority and limitations thereon of such other individual or entity will be as provided in the Supplementary Conditions. 9.04 Authorized Variations in Work A. Engineer may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Times and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Docu- ments. These may be accomplished by a Field Order and will be binding on Owner and also on Contractor, who shall perform the Work involved promptly. If Owner or Contractor believes that a Field Order justifies an adjustment in the Contract Price or Contract Times, or both, and the parties are unable to agree on entitlement to or on the amount or extent, if any, of any such adjustment , a Claim may be made therefor as provided in Paragraph 10.05. 9.05 Rejecting Defective Work A. Engineer will have authority to reject Work which Engineer believes to be defective, or that Engineer believes will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. Engineer will also have authority to require special inspection or testing of the Work as provided in Paragraph 13.04, whether or not the Work is fabricated, installed, or completed. EICDC C-700 Standard General Conditions of the Construction Contact. Copyright C 2002 Natiaaai Society of Professional Engineers for EJCDC. All rights reserved 9.06 Shop Drawings, Change Orders and Payments A. In connection with Engineer's authority, and limitations thereof, as to Shop Drawings and Samples, see Paragraph 6.17. ----- - B. In connection with_ Engineer's authority, and-- . -. lunitations thereof; as to design calculations and design drawings submitted in response to a delegation of professional design services, if any, see Paragraph 6.21. C. In connection with Engineer's authority as to Change Orders, see Articles 10, 11, and 12. D. In connection with Engineer's authority as to Applications for Payment, see Article I4. 9.07 Determinations for Unit Price Work A. Engineer will determine the actual quantities and classifications of Unit Price Work performed by Contractor. Engineer will review with Contractor the Engineer's preliminary determinations on such matters before rendering a written decision thereon (by recommendation of an Application for Payment or otherwise). Engineer's written decision thereon will be final and binding (except as modified by Engineer to reflect changed factual conditions or more accurate data) upon Owner and Contractor, subject to the provisions of Paragraph 10.05. 9.08 Decisions on Requirements of Contract Documents and Acceptability of Work A. Engineer will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. All matters in question and other matters between Owner and Contractor arising prior to the date final payment is due relating to the acceptability of the Work, and the interpretation of the requirements of the Contract Documents pertaining to the performance of the Work, will be referred initially to Engineer in writing within 30 days of the event giving rise to the question B. Engineer will, with reasonable promptness, render a written decision on the issue referred. If Owner or Contractor believe that any such decision entities them to an adjustment in the Contract Price or Contact Tunes or both, a Claim may be made under Paragraph 10.05. The date of Engineer's decision shall be the date of the event giving rise to the issues referenced for the purposes of Paragraph 10.05.B. partiality to Owner or Contractor and will not be liable in connection with any interpretation or decision rendered in good faith in such capacity. 9.09 Limitations on Engineer's Authority and Responsibilities - A- Neither Engineer's- authority or responsibility under this Article 9 or under any other provision of the Contract Documents nor any decision made by Engineer in good faith either to exercise or not exercise such authority or responsibility or the undertaking, exercise, or performance of any authority or responsibility by Engineer shall create, impose, or give rise to any duty in contract, tort, or otherwise owed by Engineer to Contactor, any Subcontractor, any Supplier, any other individual or entity, or to any surety for or employee or agent of any of them. B. Engineer will not supervise, direct, control, or have authority over or be responsible for Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. Engineer will not be respon- sible for Contractor's failure to perform the Work in accordance with the Contract Documents. C. Engineer will not be responsible for the acts or omissions of Contractor or of any Subcontractor, any Supplier, or of any other individual or entity performing any of the Work. D. Engineer's review of the final Application for Payment and accompanying documentation and all maintenance and operating instructions, schedules, guarantees, bonds, certificates of inspection, tests and approvals, and other documentation required to be delivered by Paragraph 14.07.A will only he to determine generally that their content complies with the require- ments of, and in the case of certificates of inspection$, tests, and approvals that the results certified indicate compliance with the Contract Documents. E. The limitations upon authority and responsi- bility set forth in this Paragraph 9.09 shall also apply to, the Resident Project Representative, if any, and assistants, if any. ARTICLE 10 - CHANGES IN THE WORK; CLAIMS 10.01 Authorized Changes in the Work C. Engineer's written decision on the issue referred will be final and binding on Owner and A. Without invalidating the Contract and without Contractor, subject to the provisions of Paragraph 10.05. notice to any surety, Owner may, at any time or from time to time, order additions, deletions, or revisions in the D. When functioning as interpreter and judge Work by a Change Order, or a Work Change Directive. under this Paragraph 9.08, Engineer will not show Upon receipt of any such document, Contractor shall EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright 0 2002 National Society of professional Engineers for EICDC. All rights reserved. promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). B. If Owner and Contractor are unable to agree on entitlement to, or on the amount or extent, if any, of an adjustment in the Contract Price or Contract Times, or --- - -----both, that should -beallowed -as -a result of a Work Change Directive, a Claim may be made therefor as provided in Paragraph 10.05. 10.02 Unauthorized Changes in the Work A.Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Times with respect to any work performed that is not required by the Contract Documents as amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an emergency as provided in Paragraph 6.16 or in the case of uncovering Work as provided in Paragraph 13.04.B. 10.03 Execution of Change Orders A. Owner and Contractor shall execute appropri- ate Change Orders recommended by Engineer covering: 1. changes in the Work which are: (i) ordered by Owner pursuant to Paragraph 10.0l.A, (ii) required because of acceptance of defective Work under Paragraph 13.08.A or Owner's correction of defective Work under Paragraph 13.09, or (iii) agreed to by the parties; 2. changes in the Contract Price or Contract Times which are agreed to by the parties, including any undisputed sum or amount of time for Work actually performed in accordance with a Work Change Directive; and 3. changes in the Contract Price or Contract Times which embody the substance of any written decision rendered by Engineer pursuant to Paragraph 10.05; provided that, in lieu of executing any such Change Order, an appeal may be taken from any such decision in accordance with the provisions of the Contract Documents and applicable Laws and Regulations, but during any such appeal, Contractor shall carry on the Work and adhere to the Progress Schedule as provided in Paragraph 6.18.A. 10.04 Notification to Surety A. If notice of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Times) is requited by the provisions of any bond to be given to a surety, the giving of any such notice will be Contractor's responsibility. The amount of each applicable bond will be adjusted to reflect the effect of any such change. 10.05 Claims A. Engineer's Decision Required: All Claims, except those waived pursuant to Paragraph 14.09, shall be referred to the Engineer for decision. A decision by Engineer shall be required as a condition precedent to any exercise by Owner or Contractor of any rights or remedies - - either may otherwise have under -the Contract Documents -- or by Laws and Regulations in respect of such Claims. B. Nonce: Written notice stating the general nature of each Claim, shall be delivered by the claimant to Engineer and the other party to the Contract promptly (but in no event later than 30 days) after the start of the event giving rise thereto. The responsibility to substantiate a Claim shall rest with the party making the Claim. Notice of the amount or extent of the Claim, with supporting data shall be delivered to the Engineer and the other patty to the Contract within 60 days after the start of such event (unless Engineer allows additional time for claimant to submit additional or more accurate data in support of such Claim). A Claim for an adjustment in Contract Price shall be prepared in accordance with the provisions of Paragraph 12.01.B. A Claim for an adjustment in Contract Time shall be prepared in accordance with the provisions of Paragraph 12.02.B. Each Claim shall be accompanied by claimant's written statement that the adjustment claimed is the entire adjustment to which the claimant believes it is entitled as a result of said event. The opposing party shall submit any response to Engineer and the claimant within 30 days after receipt of the claimant's last submittal (unless Engineer allows additional time). C. Engineer's Action: Engineer will review each Claim and, within 30 days after receipt of the last submittal of the claimant or the last submittal of the opposing party, if any, take one of the following actions in writing: 1. deny the Claim in whole or in part, 2. approve the Claim, or 3. notify the parties that the Engineer is unable to resolve the Claim it in the Engineer's sole discretion, it would be inappropriate for the Engineer to do so. For purposes of further resolution of the Claim, such notice shall be deemed a denial. D. In the event that Engineer does not take action on a Claim within said 30 days, the Claim shall be deemed denied. E. Engineer's written action under Paragraph 10.05.0 or denial pursuant to Paragraphs 10.05.C.3 or 10.05.D will be final and binding upon Owner and Contractor, unless Owner or Contractor invoke the dispute resolution procedure set forth in Article 16 within 30 days of such action or denial. EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright ® 2a02 National Sodety of Professional Engineers for FJCDC. All rights reserved. 00700-29 F. No Claim for an adjustment in Contract Price or Contract Times will be valid if not submitted in accordance with this Paragraph 10.05. ARTICLE 11 - COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK 11.01 Cost oftke Work A. Costs Included: The term Cost of the Work means the sum of all costs, except those excluded in Paragraph 11.01.B, necessarily incurred and paid by Contractor in the proper performance of the Work. When the value of any Work covered by a Change Order or when a Claim for an adjustment in Contract Price is determined on the basis of Cost of the Work, the costs to be reimbursed to Contractor will be only those additional or incremental costs required because of the change in the Work or because of the event giving rise to the Claim. Except as otherwise may be agreed to in writing by Owner, such costs shall be in amounts no higher than those prevailing in the locality of the Project, shall include only the following items, and shall not include any of the costs itemized in Paragraph 11.01.B. 1. Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications agreed upon by Owner and Contractor. Such employees shall include, without limitation, superintendents, foremen, and other Personnel employed full time at the Site. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include, but not be limited to, salaries and wages plus the cost of fringe benefits, which shall include social security contributions, uacmploymeny excise, and payroll taxes, workers' compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. The expenses of Performing Work outside of regular working hours, on Saturday, Sunday, or legal holidays, shall be included in the above to the extent authorized by Owner. 2. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers' field services required in connection therewith. All cash discounts shall accrue to Contractor unless Owner deposits funds with Contractor with which to make pay- ments, in which case the cash discounts shall accrue to Owner. All trade discounts, rebates and refunds and returns from sale of surplus materials and equipment shall accrue to Owner, and Contractor shall snake provisions so that they may be obtained- 3- btained 3. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If required by Owner, Contractor shall obtain competitive bids from subcontractors acceptable to Owner and Contractor and shall deliver such bids to Owner, who will then determine, with the advice of Engineer, which bids, if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall be determined in the same manner as Contractor's Cost of the Work and fee as provided in this -Paragraph 11.01.. 4, Costs of special consultants (including but not limited to Engineers, architects, testing laboratories, surveyors, attomeys, and accountants) employed for services specifically related to the Work- S. ork S. Supplemental costs including the following: a The proportion of necessary transportation, travel, and subsistence expenses of Contractor's employees incurred in discharge of duties connected with the Work. b. Cost, including transportation and mainte- nance, of all materials, supplies, equipment, machinery, appliances, office, and temporary facilities at the Site, and hand tools not owned by the workers, which are consumed in the perfor- mance of the Work, and cost, less market value, of such items used but not consumed which remain the property of Contractor. c. Rentals of all construction equipment and machinery, and the parts thereof whether rented from Contractor or others in accordance with rental agreements approved by Owner with the advice of Engineer, and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All such costs shall be in accordance with the terms of said rental agreements. The rental of any such equip- ment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. d. Sales, consumer, use, and other similar taxes related to the Work, and for which Contractor is liable, imposed by Laws and Regulations. e. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. f. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by Contractor in connection with the performance of the Work (except losses and damages within the deductible amounts of property insurance established in accordance with Paragraph 5.06.1)), provided such losses and damages have EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright 0 2002 National Society of professional Engineers for EJCDC. An rights reserved. resulted from causes other than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of Owner. No such losses, damages, and expenses shall be included ....__.____..___in the. Cost. -of -the- Work -for -the -purpose of - determining Contractor's fee. g. The cost of utilities, fuel, and sanitary facilities at the Site. It. Minor expenses such as telegrams, long distance telephone calls, telephone service at the Site, expresses, and similar petty cash items in connection with the Work. i. The costs of premiums for all bonds and insurance Contractor is required by the Contract Documents to purchase and maintain. B. Costs Excluded: The term Cost of the Work shall not include any of the following items: 1. Payroll costs and other compensation of Contractor's officers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attor- neys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the Site or in Contractor's principal or branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 11.01.A.1 or specifically covered by Paragraph 11.01.A.4, all of which are to be considered administrative costs covered by the Contractor's fee. 2. Expenses of Contractor's principal and branch offices other than Contractor's office at the Site. 3. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments. 4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to property - be determined as set forth in the Agreement When the value of any Work covered by a Change Order or when a Claim for an adjustment in Contract Price is determined on the basis of Cost of the Work, Contractor's fee shall be determined as set forth in Paragraph 12.01.C. D. Docwnentadon: Whenever the Cost of the - Work -for any -purpose -is_to be determined pursuant to Paragraphs 11.0 LA and 11.01.13, Contractor will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in a form acceptable to Engineer an itemized cost breakdown together with supporting data. 11.02 Allowances A. It is understood that Contractor has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be performed for such sums and by such persons or entities as may be acceptable to Owner and Engineer. B. Cash Allowances 1. Contractor agrees that: a. the cash allowances include the cost to Contractor (less any applicable trade discounts) of materials and equipment required by the allowances to be delivered at the Site, and all applicable taxes; and b. Contractor's costs for unloading and handling on the Site, labor, installation , overhead, profit, and other expenses contemplated for the cash allowances have been included in the Contract Price and not in the allowances, and no demand for additional payment on account of any of the foregoing will be valid. C. Contingency Allowance 1. Contractor agrees that a contingency allowance, if any, is for the sole use of Owner to cover unanticipated costs. D. Prior to final payment, an appropriate Change Order will be issued as recommended by Engineer to reflect actual amounts due Contractor on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.03 Unit Prue Work A. Where the Contract Documents provide that 5. Other overhead or general expense costs of all or part of the Work is to be Unit Price Work, initially any kind and the costs of any item not specifically and the Contract Price will be deemed to include for all Unit expressly included in Paragraphs 11.O1.A and 11.013. Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work C. Contractor's Fee: When all the Work is times the estimated quantity of each item as indicated in Performed on the basis of cost-plus, Contractor's fee shall the Agreement. EJCDC C-700 Stundard General Conditions of the Construction Contract. Copyright C 2002 Natioml Society of Professional Engineer for EJCDC. Aa rights reserved. 00700-31 B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by Contractor will be made by Engineer subject to the _provisions of Paragraph9.07. - - - C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately identified item. D. Owner or Contractor may make a Claim for an adjustment in the Contract Price in accordance with Paragraph 10.05 if 1. the quantity of any item of Unit Price Work performed by Contractor differs materially and signifi- cantly from the estimated quantity of such item indicated in the Agreement; and 2. there is no corresponding adjustment with respect any other item of Work; and 3. Contractor believes that Contractor is entitled to an increase in Contract Price as a result of having incurred additional expense or Owner believes that Owner is entitled to a decrease in Contract Price and the parties are unable to agree as to the amount of any such increase or decrease. ARTICLE 12 - CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIMES 12.01 Change of Contract Price A. The Contract Price may only be changed by a Change Order. Any Claim for an adjustment in the Contract Price shall be based on written notice submitted by the patty making the Claim to the Engineer and the other party to the Contract in accordance with the provisions of Paragraph 10.05. B. The value of any Work covered by a Change Order or of any Claim for an adjustment in the Contract Price will be determined as follows: 1. where the Work involved is covered by unit prices contained in the Contract Documents, by applica- tion of such unit prices to the quantities of the items involved (subject to the provisions of Paragraph 11.03); or 2. where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed lump sum (which may include an allowance for overhead and profit not necessarily in accordance with Paragraph 12.0I.C.2); or 3. where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lurnp sum is not reached under Paragraph 12.01.13.2, on the basis of the Cost of the Work -- (determined as provided- in Paragraph --11.01)- plus a -- Contractor's fee for overhead and profit (determined as provided in Paragraph 12.0 I.Q. C. Contractor's Fee: The Contractor's fee for overhead and profit shall be determined as follows: 1. a mutually acceptable fixed fee; or 2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Costofthe Work: a. for costs incurred under Paragraphs 11.01.A.1 and I1.O1.A.2, the Contractor's fee shall be 15 percent; b. for costs incurred under Paragraph 11.01.A.3, the Contractors fee shall be five percent; c. where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of Paragraph 12.01.C.2.a is that the Subcontractor who actually performs the Work, at whatever tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs I 1.01.A.1 and 11.01.0.2 and that any higher tier Subcontractor and Contractor will each be paid a fee of five percent of the amount paid to the next lower tier Subcontractor, d. no fee shall be payable on the basis of costs itemized under Paragraphs I LOLAA, 11.01.A.5, and 11.01.13; e. the amount of credit to be allowed by Contractor to Owner for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in Contractor's fee by an amount equal to five percent of such net decrease; and f. when both additions and credits are involved in any one change, the adjustment in Contractor's fee shall be computed on the basis of the net change in accordance with Paragraphs 12.01.C.2.a through 12.01.C.2.e, inclusive. 12.02 Change of Contract Times A. The Contract Times may only be changed by a Change Order. Any Claim for an adjustment in the Contract Times shall be based on written notice submitted FJCDC C-700 Standard General Conditions of the Construction Conlmet. Copyright ® 7002 National Society of Professional Engineers for FJCDC. All rights reserved. 00700.32 by the party making the Claim to the Engineer and the other party to the Contract in accordance with the provisions of Paragraph 10.05. B. Any adjustment of the Contract Times coveted by a Change Order or any Claim for an adjustment in the Contract Times will be determined in -accordance .with -the -provisions of thisArticle12.- 12.03 Delays A. Where Contractor is prevented from completing any part of the Work within the Contract Times due to delay beyond the control of Contractor, the Contract Times will be extended in an amount equal to the time lost due to such delay if a Claim is made therefor as provided in Paragraph 12.02.A. Delays beyond the control of Contractor shall include, but not be limited to, acts or neglect by Owner, acts or neglect of utility owners or other contractors performing other work as contemplat- ed by Article 7, fres, floods, epidemics, abnormal weather conditions, or acts of God. B. If Owner, Engineer, or other contractors or utility owners performing other work for Owner as contemplated by Article 7, or anyone for whom Owner is responsible, delays, disrupts, or interferes with the performance or progress of the Work, then Contractor shall be entitled to an equitable adjustment in the Contract Price or the Contract Times , or both Contractor's entitlement to an adjustment of the Contract Times is conditioned on such adjustment being essential to Contractor's ability to complete the Work within the Contract Times. C If Contractor is delayed in the performance or progress of the Work by fire, flood, epidemic, abnormal weather conditions, acts of God, acts or failures to act of mility owners not under the control of Owner, or other causes not the fault of and beyond control of Owner and Contractor, then Contractor shall be entitled to an equitable adjustment in Contract Times, if such adjustment is essential to Contractor's ability to complete the Work within the Contract Times. Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in this Paragraph 12.03.C. D. Owner, Engineer and the Related Entities of each of them shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of Engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. E. Contractor shall not be entitled to an adjustment in Contract Price or Contract Times for delays within the control of Contractor. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of Contractor. ARTICLE 13 - TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK _ _ ..13.01 Notice. ofDejects_.. A. Prompt notice of all defective Work of which Owner or Engineer has actual knowledge will be given to Contractor. All defective Work may be rejected, corrected, or accepted as provided in this Article 13. 13.02 Access to Work A. Owner, Engineer, their consultants and other representatives and personnel of Owner, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspecting, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's Site safety procedures and programs so that they may comply therewith as applicable. 13.03 Tests and Inspections A. Contractor shall give Engineer timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. Owner shall employ and pay for the services of an independent testing laboratory to perform all inspections, tests, or approvals required by the Contract Documents except: 1. for inspections, tests, or approvals covered by Paragraphs 13.03,C and 13.03.D below; 2. that costs incurred in connection with tests or inspections conducted pursuant to Paragraph 13.04.B shall be paid as provided in said Paragraph 13.04.C; and 3. as otherwise specifically provided in the Con- tract Documents. C. If Laws or Regulations of any public body having jurisdiction require any Work (or part thereof) specifically to be inspected, tested, or approved by an employee or other representative of such public body, Contractor shall assume full responsibility for arranging and obtaining such inspections, tests, or approvals, pay all costs in connection therewith, and furnish Engincer the required certificates of inspection or approval. D. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, or approvals required for Owner's and Engineer's acceptance of materials or equipment to EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright C 2002 National Society of Professional Engineers for E3CDC. Ali rights reserved. 00700-33 be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, or approvals shall be performed by organizations acceptable to Owner and Engineer. .E..If-any Work (or the -work -of others) that -is -to..-._ be inspected, tested, or approved is covered by Contractor without written concurrence of Engineer, it must, if requested by Engineer, be uncovered for observation. F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor's expense unless Contractor has given Engineer timely notice of Contractor's intention to cover the same and Engineer has not acted with reasonable promptness in response to such notice. 13.04 Uncovering Work A. If any Work is covered contrary to the written request of Engineer, it must, if requested by Engineer, be uncovered for Engineer's observation and replaced at Contractor's expense. B. If Engineer considers it necessary or advisable that covered Work be observed by Engineer or inspected or tested by others, Contractor, at Engineer's request, shall uncover, expose, or otherwise make available for observation, inspection, or testing as Engineer may require, that portion of the Work in question, famishing all necessary labor, material, and equipment. C. if it is found that the uncovered Work is defective, Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such uncovering, exposure, observation, inspection, and testing, and of satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); and Owner shall be entitled to an appropriate decrease in the Contract Price. If the parties are unable to agree as to the amount thereof, Owner may make a Claim therefor as provided in Paragraph 10.05. D. If, the uncovered Work is not found to be defective, Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Times, or both, directly attributable to such uncovering, exposure, observation, inspection, testing, replacement, and reconstruction. If the parties are unable to agree as to the amount or extent thereof, Contractor may make a Claim therefor as provided in Paragraph 10.05. 13.05 Owner May Stop the Work A. If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, Owner may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of Owner -to stop the work shall -not -give rise to any duty on the part - of Owner to exercise this right for the benefit of Contractor, any Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 13.06 Correction or Rem ova! ojDefective work A. Promptly after receipt of notice, Contractor shall correct all defective Work, whether or not fabricated, installed, or completed, or, if the Work has been rejected by Engineer, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). B. When correcting defective Work under the terms of this Paragraph 13.06 or Paragraph 13.07, Contractor shall take no action that would void or otherwise impair Owners special warranty and guarantee, if any, on said Work. 13.07 Correction Period A. If within one year after the date of Substantial Completion (or such longer period of time as may be prescnbed by the terms of any applicable special guarantee required by the Contract Documents) or by any specific provision of the Contract Documents, any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor's use by Owner or permitted by Laws and Regulations as contemplated in Paragraph 6.1 LA is found to be defective, Contractor shall promptly, without cost to Owner and in accordance with Owner's written instructions: 1. repair such defective land or areas; or 2. correct such defective Work; or 3. if the defective Work has been rejected by Owner, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright ® 2002 National Society of Professional Engineers for EJCDC. Aa rights reserved. 00700-34 B. If Contractor does not promptly comply with the terms of Owner's written instructions, or in an emergency where delay would cause serious risk of loss or damage, Owner may have the defective Work corrected or repaired or may have the rejected Work re- moved and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not Hunted to all costs of repair or replacement of work of others) will be paid by Contractor. C. In special einximstances where a particular item of equipment is placed in continuous service before Substantial Completion of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Specifications. D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 13.07, the correction period hereunder with respect to such Work will be extended for an additional period of one year atter such correction or removal and replacement has been satisfactorily completed. E. Commctoes obligations under this Paragraph 13.07 aro in addition to any other obligation or warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for or a waiver of the provisions of any applicable statute of limitation or repose. 13.08 AcceptanceofDefecave Work A. It instead of requiring correction or removal and replacement of defective Work, Owner (and, prior to Engineer's recommendation of final payment, Engineer) prefers to accept it, Owner may do so. Contractor shall Pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) attributable to Owner's evaluation of and determination to accept such defective Work (such costs to be approved by Engineer as to reasonableness) and the diminished value of the Work to the extent not otherwise paid by Contractor pursuant to this sentence. If any such acceptance occurs prior to Engineer's recommendation of final payment, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work, and Owner shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished value of Work so accepted. If the parties are unable to agree as to the amount thereof, Owner may make a Claim therefor as provided in Paragraph 10.05. If the acceptance occurs after such recommendation, an appropriate amount will be paid by Contractor to Owner. 13.09 owner May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from Engineer to correct defective Work or to remove and replace rejected Work as required by Engineer in accordance with Paragraph 13.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents,or-if-Contractor-fails to comply- with any other provision of the Contract Documents, Owner may, after seven days written notice to Contractor, correct or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 13.09, Owner shall proceed expeditiously. In connection with such corrective or remedial action, Owner may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor's services related thereto, take posses- sion of Contractor's tools, appliances, construction equipment and machinery at the Site, and incorporate in the Work all materials and equipment stored at the Site or for which Owner has paid Contractor but which are stored elsewhere. Contractor shall allow Owner, Owner's representatives, agents and employees, Owner's other contractors, and Engineer and Engineer's consultants access to the Site to enable Owner to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) incurred or sustained by Owner in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work, and Owner shall be entitled to an appropriate decrease in the Contract Price. if the parties are unable to agree as to the amount of the adjustment, Owner may make a Claim therefor as provided in Paragraph 10.05. Such claims, costs, losses and damages will include but not be limited to all costs of repair, or replacement of work of others destroyed or damaged by correction, removal, or replacement of Contractor's defective Work. D. Contractor shall not be allowed an extension of the Contract Times because of any delay in the performance of the Work attributable to the exercise by Owner of Owner's rights and remedies under this Paragraph 13.09. ARTICLE 14 - PAYMENTS TO CONTRACTOR AND COMPLETION 14.01 Schedule of Values A. The Schedule of Values established as provid- ed in Paragraph 2.07., will serve as the basis for progress EJCDC C-700 Standard General Conditions of the Constmetion Contract. Copyright C 2002 National Socitry of Professional Engineers for EJCDC AN rights reserved. 00700-35 payments and will be incorporated into a form of Applica- tion for Payment acceptable to Engineer. Progress payments on account of Unit Price Work will be based on the number of units completed. 14.02 Progress Payments ... A..ApplicationsImPayments,._._._. 1. At least 20 days before the date established in the Agreement for each progress payment (but not more often than once a month), Contractor shall submit to Engineer for review an Application for Payment filled out and signed by Contractor coveting the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the Site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice, or other documentation warranting that Owner has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate property insurance or other arrangements to protect Owner's interest therein, all of which must be satisfactory to Owner. 2. Beginning with the second Application for Payment, each Application shall include an affidavit of Contractor stating that all previous progress payments received on account of the Work have been applied on account to discharge Contractor's legitimate obligations associated with prior Applications for Payment. 3. The amount of retainage with respect to Progress Payments will be as stipulated in the Agreement. B. Review ojApplicafions 1. Engineer will, within 10 days after receipt of each Application for Payment, either indicate in writing a recommendation of payment and present the Application to Owner or return the Application to Contractor indicating in writing Engineer's reasons for refusing to recommend payment in the latter case, Contractor may make the necessary corrections and resubmit the Application. 2. Engineer's recommendation of any payment requested in an Application for Payment will constitute a representation by Engineer to Owner, based on Engineer's observations on the Site of the executed Work as an experienced and qualified design professional and on Engineer's review of the Application for Payment and the b, the quality of the Work is generally in accor- dance with the Contract Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Substantial Completion, to the results of any subsequent tests called for in the Contract Documents, to a final determination of quantities and classifications for Unit Price Work _under_. Paragraph_. 9.07,_ and- -.to__any _other_ qualifications stated in the recommendation); and c. the conditions precedent to Contractor's being entitled to such payment appear to have been fulfilled in so far as it is Engincer's responsibility to observe the Work. 3. By recommending any such payment Engineer will not thereby be deemed to have represented that a. inspections made to check the quality or the quantity of the Work as it has been performed have been exhaustive, extended to every aspect of the Work in progress, or involved detailed inspections of the Work beyond the responsi- bilities specifically assigned to Engineer in the Contract Documents; or b. that there may rot be other matters or issues between the parties that might entitle Contractor to be paid additionally by Owner or entitle Owner to withhold payment to Contractor. 4. Neither Engineer's review of Courtactor's Work for the purposes of recommending payments nor Engineer's recommendation of any payment, including final payment, will impose responsibility on Engineer: a. to supervise, direct, or control the Work, or b. for the means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or c. for Contractor's failure to comply with Laws and Regulations applicable to Contractor's performance of the Work, or I to make any examination to ascertain how or for what purposes Contractor has used the moneys paid on account of the Contract Price, or c. to determine that title to any of the Work, materials, or equipment has passed to Owner free and clear of any Liens. accompanying data and schedules, that to the best of 5. Engineer may refuse to recommend the whole Engineer's knowledge, information and belief: or any part of any payment if, in Engineer's opinion, it would be incorrect to snake the representations to Owner a the Work has progressed to the point indicat- stated in Paragraph 14.02.B.2. Engineer may also refuse ed; to recommend any such payment or, because of subse- quently discovered evidence or the results of subsequent FJCDC C-700 Standard General Conditions of the Construction Contract. Copyright ® 2002 National Society of Professional Engineers for FJCDC. M lights reserved. 00700-36 inspections or tests, revise or revoke any such payment recommendation previously made, to such extent as may be necessary in Engineer's opinion to protect Owner from loss because: a. the Work is defective, or completed Work has been damaged, requiring correction or replace- ._..meat-,. b. the Contract Price has been reduced by Change Orders; c. Owner has been required to correct defective Work or complete Work in accordance with Paragraph 13.09; or d. Engineer has actual knowledge of the occurrence of any of the events enumerated in Paragraph 15.02.A. C. Payment Becomes Due 1. Ten days after presentation of the Application for Payment to Owner with Engineer's recommendation, the amount recommended will (subject to the provisions of Paragraph I4.02.D) become due, and when due will be paid by Owner to Contractor. D. Reduction in Payment 1. Owner may refuse to make payment of the full amount recommended by Engineer because: a. claims have been made against Owner on account of Contractor's performance or finish- ing of the Work; b. Liens have been filed in connection with the Work, except where Contractor has delivered a specific bond satisfactory to Owner to secure the satisfaction and discharge of such Ivens; c. there are other items entitling Owner to set-off against the amount recommended; or d. Owner has actual knowledge of the occurrence of any of the events enumerated in Paragraphs 14.02.B.5.a through 14.02.B.5.c or Paragraph 15.02.A 3. If it is subsequently determined that Owner's refusal of payment was not justified, the amount wrongfully withheld shall be treated as an amount due as determined by Paragraph 14.02.C.1. 14.03 Contractor's Warranty of Me .... A Contractor wan -ants _.and -guarantees. that title..... to all Work, materials, and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to Owner no later than the time of payment free and clear of all Liens. 14.04 substantial Completion A. When Contractor considers the entire Work ready for its intended use Contractor shall notify Owner and Engineer in writing that the entire Work is substantially complete (except for items specifically listed by Contractor as incomplete) and request that Engineer issue a certificate of Substantial Completion. B. Promptly after Contractor's notification, , Owner, Contractor, and Engineer shall make an inspection of the Work to determine the status of completion. If Engineer does not consider the Work substantially complete, Engineer will notify Contractor in writing giving the reasons therefor. C. If Engineer considers the Work substantially complete, Engineer will deliver to Owner a tentative certificate of Substantial Completion which shall fix the date of Substantial Completion. There shall be attached to the certificate a tentative list of items to he completed or corrected before final payment Owner shall have seven days after receipt of the tentative certificate during which to make written objection to Engineer as to any provisions of the certificate or attached list. It after considering such objections, Engineer concludes that the Work is not substantially complete, Engineer will within 14 days after submission of the tentative certificate to Owner notify Contractor in writing, stating the reasons therefor. If, after consideration of Owner's objections, Engineer considers the Work substantially complete, Engineer will within said 14 days execute and deliver to Owner and Contractor a definitive certificate of Substantial Completion (with a revised tentative list of items to be completed or conect- ed) reflecting such changes from the tentative certificate as Engineer believes justified after consideration of any objections from Owner. 2. if Owner refuses to make payment of the full amount recommended by Engineer, Owner will give D. At the time of delivery of the tentative Contractor immediate written notice (with a copy to certificate of Substantial Completion, Engineer will Engineer) stating the reasons for such action and promptly deliver to Owner and Contractor a written recommen- pay Contractor any amount remaining after deduction of dation as to division of responsibilities pending final the amount so withheld. Owner shall promptly pay payment between Owner and Contractor with respect to Contractor the amount so withheld, or any adjustment security, operation, safety, and protection of the Work, thereto agreed to by Owner and Contractor, when maintenance, heat, utilities, insurance, and warranties and Contractor corrects to Owner's satisfaction the reasons for guarantees. Unless Owner and Contractor agree otherwise such action in writing and so inform Engineer in writing prior to Engineer's issuing the definitive certificate of Substantial EJCDC C-700 Standard General Conditions of the Construction Contract Copyright C 2002 National Sudety of Professional Engineers for PJCDC. An rights reserved. Completion, Engineer's aforesaid recommendation will be binding on Owner and Contractor until final payment. E. Owner shall have the right to exclude Contractor from the Site after the date of Substantial Completion subject to allowing Contractor reasonable access to complete or correct items on the tentative list. 1405 Partial UXluation A. Prior to Substantial Completion of all the Work, Owner may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which Owner, Engineer, and Contractor agree constitutes a separately functioning and usable part of the Work that can be used by Owner for its intended purpose without significant interference with Contractor's performance of the remainder of the Work, subject to the following condi- tions. 1. Owner at any time may request Contractor in writing to permit Owner to use or occupy any such part of the Work which Owner believes to be ready for its intended use and substantially complete. If and when Contractor agrees that such part of the Work is substantially complete, Contractor will certify to Owner and Engineer that such part of the Work is substantially complete and request Engineer to issue a certificate of Substantial Completion for that part of the Work 2. Contractor at any time may notify Owner and Engineer in writing that Contractor considers any such Put of the Work ready for its intended use and substan- tially complete and request Engineer to issue a certificate of Substantial Completion for that part of the Work 3. Within a reasonable time after either such request, Owner, Contractor, and Engineer shall make an inspection of that part of the Work to determine its status of completion. If Engineer does not consider that part of the Work to be substantially complete, Engineer will notify Owner and Contractor in writing giving the reasons therefor. If Engineer considers that part of the Work to be substantially complete, the provisions of Paragraph 14.04 will apply with respect to certification of Substantial Completion of that part of the Work and the division of responsibility in respect thereof and access thereto. 4. No use or occupancy or separate operation of part of the Work may occur prior to compliance with the requirements of Paragraph 5.10 regarding property insurance. 14.06 Finallnspection A. Upon written notice from Contractor that the entire Work car an agreed portion thereof is complete, Engineer will promptly make a final inspection with Owner and Contractor and will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. 14.07 Final Payment A. Application for Payment 1. After Contractor has, in the opinion of Engineer, satisfactordy completed all corrections identified during the final inspection and has delivered, in accordance with the Contract Documents, all maintenance and operating instructions, schedules, guarantees, bonds, certificates or other evidence of insurance certificates of inspection, marked -up record documents (as provided in Paragraph 6.12), and other documents, Contractor may make application for final payment following the procedure for progress payments. 2. The final Application for Paymeat shall be accompanied (except as previously delivered) by. a. all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.04B.7; b. consent of the surety, if any, to final payment; c. a list of all Claims against Owner that Contractor believes are unsettled; and d complete and legally effective releases or waivers (satisfactory to Owner) of all Lien rights arising out of or Liens filed in connection with the Work. 3. In lieu of the releases or waivers of Liens specified in Paragraph 14.07.A.2 and as approved by Owner, Contractor may furnish receipts or releases in full and an affidavit of Contractor that: (i) the releases and receipts include all labor, services, material, and equipment for which a Lien could be filed; and (ii) all payrolls, material and equipment bills, and other indebtedness connected with the Work for which Owner or Owner's property might in any way be responsible have been paid or otherwise satisfied. If any Subcontractor or Supplier fails to furnish such a release or receipt in full, Contractor may furnish a bond or other collateral satisfactory to Owner to indemnify Owner against any Lien. B. Engineer's Review of Application and Acceptance L If, on the basis of Engineer's observation of the Work during construction and final inspection, and Engineer's review of the final Application for Payment and accompanying documentation as required by the Contract Documents, Engineer is satisfied that the Work has been completed and Contractor's other obligations EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright ®2002 National Society of Professional Engineers for EICDC. All rights reserved 00700-39 under the Contract Documents have been fulfilled, Engineer will, within ten days after receipt of the final Application for Payment, indicate in writing Engineer's recommendation of payment and present the Application for Payment to Owner for payment. At the same time Engineer will also give written notice to Owner and Contractor that the Work is acceptable subject to the --.. __.__...provisions .. of Psragraph_14.09.Atherwise,-Engineer will---_ - retum the Application for Payment to Contractor, indicat- ing in writing the reasons for refusing to recommend final payment, in which case Contractor shall male the necessary corrections and resubmit the Application for Payment C. Payment Becomes Due 1. Thirty days after the presentation to Owner of the Application for Payment and accompanying docu- mentation, the amount recommended by Engineer, less any sum Owner is entitled to set off against Engineer's recommendation, including but not limited to liquidated damages, will become due and, will he paid by Owner to Contractor. 14.08 Final Completion Delayed A. I& through no fault of Contractor, final completion of the Work is significantly delayed, and if Engineer so confirms, Owner shall, upon receipt of Contractor's final Application for Payment (for Work fully completed and accepted) and recommendation of Engineer, and without terminating the Connect, make payment of the balance due for that portion of the Work fully completed and accepted If the remaining balance to be held by Owner for Work not fully completed or corrected is less than the retainage stipulated in the Agreement, and if bonds have been furnished as required in Paragraph 5.01, the written consent of the surety to the payment of the balance due for that portion of the Work fully completed and accepted shall be submitted by Contractor to Engineer with the Application for such payment Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of Claims. 14.09 Waiver of Claims A. The making and acceptance of final payment will constitute: 1. a waiver of all Claims by Owner against Contractor, except Claims arising from unsettled liens, from defective Work appearing after final inspection pursuant to Paragraph 14.06, from failure to comply with the Contract Documents or the terms of any special guarantees specified therein, or from Contractor's continuing obligations under the Contract Documents; and 2. a waiver of all Claims by Contractor against Owner other than those previously made in accordance with the tegnitemcots hetero and expressly acknowledged by Owner in writing as still unsettled. ARTICLE 15 - SUSPENSION OF WORK AND TERMINATION 15.01 Owner May Suspend Work A. At any time and without cause, Owner may suspend the Work or any portion thereof for a period of not more than 90 consecutive days by notice in writing to Contractor and Engineer which will fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fuzed. Contractor shall be granted an adjust - mem in the Contract Price or an extension of the Contract Times, or both, directly attributable to any such suspension if Contractor makes a Claim therefor as provided in Paragraph 10.05. 15.02 Owner May TerminareforCause A. The occurrence of any one or [Wore of the following events will justify termination for cause: 1. Contractor's persistent failure to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment or failure to adhere to the Progress Schedule established under Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04); 2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction; 3. Contractor's disregard of the authority of Engineer; or 4. Contractor's violation in any substantial way of any provisions of the Contract Documents. B. If one or more of the events identified in Paragraph 15.02.A occur, Owner may, after giving Contractor (and surety ) seven days written notice of its intent to terminate the services of Contractor: 1. exclude Contractor from the Site, and take possession of the Work and of all Contractor's tools, appliances, construction equipment, and machinery at the Site, and use the same to the full extent they could be used by Contractor (without liability to Contractor for trespass or conversion), 2. incorporate in the Work all materials and equipment stored at the Site or for which Owner has paid Contractor but which are stored elsewhere, and EJCDC C-700 Standard General Conditions of the Construction Contract Copyright 0 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-39 3. complete the Work as Owner may deem expedient. C. If Owner proceeds as provided in Paragraph 15.02.13, Contractor shall not be entitled to receive any further payment until the Work is completed. If the unpaid balance of the Contract Price exceeds all claims, .... -costs, losses, and damages (including.but not limited to. all.... fres and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Owner arising out of or relating to completing the Work, such excess will be paid to Contractor. If such claims, costs, losses, and damages exceed such unpaid balance, Contractor shall pay the difference to Owner. Such claims, costs, losses, and damages incurred by Owner will be reviewed by Engineer as to their reasonableness and, when so approved by Engineer, incorporated in a Change Order. When exercising any rights or remedies under this Paragraph Owner shall not be required to obtain the lowest price for the Work performed. D. Notwithstanding Paragraphs 15.023 and 15.02.C, Contractor's services will not be terminated if Contractor begins within seven days of receipt of notice Of intent to terminate to correct its failure to perform and proceeds diligently to cure such failure within no more than 30 days of receipt of said notice. E. Where Contractor's services have been so terminated by Owner, the termination will not affect any rights or remedies of Owner against Contractor then existing or which may thereafter accrue. Any retention or payment of moneys due Contractor by Owner will not release Contractor from liability. F. If and to the extent that Contractor has provided a performance bond under the provisions of Paragraph 5.0 LA, the termination procedures of that bond shall supersede the provisions of Paragraphs 15.02.13, and 15.02.C. 15.03 Owner May Terminate For Convenience A. Upon seven days written notice to Contractor and Engineer, Owner may, without cause and without prejudice to any other right or remedy of Owner, terminate the Contract. In such case, Contractor shall be Paid for (without duplication of any items): 1. completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fav and reasonable sums for overhead and profit on such Work; 2. expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials, or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; _._._3. -.all claims,- costs, .Aosses,_.and _..damages.. _. (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) incurred in settlement of terminated contracts with Subcontractors, Suppliers, and others; and 4. reasonable expenses directly attributable to termination. B. Contractor shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. 15.04 Contractor May Stop Work or Terminate A. If, through no act or fault of Contractor, (i) the Work is suspended for more than 90 consecutive days by Owner or under an order of court or other public authority, or (ii) Engineer fails to act on any Application for Payment within 30 days after it is submitted, or (iii) Owner fails for 30 days to pay Contractor any sum finally determined to be due, then Contractor may, upon seven days written notice to Owner and Engineer, and provided Owner or Engineer do not remedy such suspension or failure within that time, terminate the Contract and recover from Owner payment on the same terms as provided in Paragraph 15.03. B. In lieu of terminating the Contract and without prejudice to any other right or remedy, if Engineer has failed to act on an Application for Payment within 30 days after it is submitted, or Owner has failed for 30 days to pay Contractor any sum finally determined to be due, Contractor may, seven days after written notice to Owner and Engineer, stop the Work until payment is made of all such amounts due Contractor, including interest thereon. The provisions of this Paragraph 15.04 are not intended to preclude Contractor from making a Claim under Paragraph I0.05 for an adjustment in Contract Price or Contract Times or otherwise for expenses or damage directly attributable to Contractor's stopping the Work as permitted by this Paragraph. ARTICLE 16 - DISPUTE RESOLUTION 16.01 Methods and Procedures A. Either Owner or Contractor may request mediation of any Claim submitted to Engineer for a decision under Paragraph 10.05 before such decision becomes final and binding. The mediation will be PJCDC C-790 Standard General Conditions of the Construction Contract. Copyright 0 2002 National Society of Professional Engineers for ZJCDC. Ali rights reserved. governed by the Construction Industry Mediation Rules of the American Arbitration Association in effect as of the Effective Date of the Agreement. The request for mediation shall be submitted in writing to the American Arbitration Association and the other party to the Contract. Timely submission of the request shall stay the effect of Paragraph 10.05.E. B. Owner and Contractor shall participate in the mediation process in good faith. The process shall be concluded within 60 days of filing of the request. The date of termination of the mediation shall be determined by application of the mediation rules referenced above. C. If the Claim is not resolved by mediation, Engineer's action under Paragraph 10.05.0 or a denial pursuant to Paragraphs 10.05.C.3 or 10.05.1) shall become final and binding 30 days after termination of the mediation unless, within that time period, Owner or Contractor: 1. elects in writing to invoke any dispute resolution process provided for in the Supplementary Conditions, or 2. agrees with the other party to submit the Claim to another dispute resolution process, or 3. gives written notice to the other party of their intent to submit the Claim to a tout of competent jurisdiction. AR71CLE 17 - IuIISCELLANEOUS 17.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended, or 2. delivered at or sent by registered or certified mail, postage prepaid to the last business address known to the giver of the notice. 17.02 Computation of7lmes A. When any period of time is referred to in the --.Contract-Documents-by-days,.-it. will -be. -computed- to -- exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday by the law of the applicable jurisdiction, such day will be omitted from the computation. 17.03 Cumulative Remedies A. The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regula- tions, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. 17.04 Survival of Obligations A. All representations, indemnifications, warran- ties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Docu- ments, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 17.05 Controlling Law A. This Contract is to be governed by the law of the state in which the Project is located. 17.06 Headings A. Article and paragraph headings are inserted for convenience only and do not constitute parts of time General Conditions. EJCDC C-700 Standard General Conditions of the Constracliou Contract Copyright C 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-41 SPECIAL PROVISIONS FOR EROSION CONTROL & TURF ESTABLISHMENT SCOPE OF WORK This Contract shall consist of the furnishing, installing & maintaining erosion and sediment control devises, turf establishment and any work specified in conjunction therewith as well as removing temporary sediment control devices when no longer necessary, to complete and maintain the project in accordance with the plans and specifications. The work shall include, but not be limited to: 1) Managing storm water runoff and project related water discharges, in order to minimize sediment pollution during project construction and over the life of the contract; 2) Managing the discharges associated with dewatering and basin draining activities as set forth in the NPDES permit: 3) Providing temporary shaping and grading; 4) Applying temporary soil covers; 5) Establishing a perennial ground cover. Erosion and sediment control measures shall be constructed and maintained as planned and specified following Best Management Practices as outlined by the Minnesota Pollution Control Agency (MPCA) and being in conformance with the MPCA General Stormwater Permit together with all appurtenant items in the proposed The Preserve at Bluff Creek 6th Addition located in Chanhassen, Minnesota. Unless otherwise noted or modified herein, all sections of the General Conditions shall apply. SPECIFICATIONS WHICH APPLY Specifications which apply to the furnishing & installing of the erosion and sediment control measures and devices & turf establishment as shown in the plans shall be Division II (Construction Details), Sections 2573 & 2575 and Division III (Materials) of the "Standard Specification for Construction", Minnesota Department of Transportation, August 31, 2005 and current revisions, and the City of Chanhassen City Specifications and City Engineering Guidelines to the extent that they are modified by these special provisions. 2. STAKING The OWNER through the ENGINEER will provide the staking for erosion and sediment control measures as follows: The ENGINEER will stake silt fence on an average of every 50' along the proposed fencing. All other staking necessary to perform the work, including the replacement of lost, damaged or destroyed stakes, will be the responsibility of the CONTRACTOR. 3. INSPECTION Erosion & sediment control inspections shall be conducted by the project's SITE NPDES INSPECTOR (INSPECTOR Must be a trained individual after February 2010) every seven days and within 24 hours after a rainfall event exceeding 0.5 inches in a 24 hour period. The SITE NPDES INSPECTOR will conduct the inspections as specified in the Project SWPPP. SPEC -1 WPS REVISION: JANUARY 2009 The project must be in compliance with the requirements of the Minnesota Pollution Control Agency General Storm Water Permit for Construction Activity (MN R100001). The CONTRACTOR is required to have a copy of the Stormwater Pollution Prevention Plan (SWPPP), the National Pollutant Discharge Elimination System (NPDES), and copies of the NPDES Monitoring forms present on the project site at all times. The CONTRACTOR shall provide a mailbox (SWPPP Box) with lock to maintain these documents. If a job trailer is on site, the documents should be located in an area with 24 hour access. The Permit ID #, Contact # of Contractor, and other applicable information should be posted on site. The CONTRACTOR shall schedule and phase construction in critical resource areas to minimize the potential of sediment entering into a critical resource. Critical resources include but are not limited to, protected wetlands, surface waters, trout streams, Special Waters, impaired waters, rivers, and endangered species habitat. Measures to minimize sediment potential include practices such as hand clearing and grubbing, limited bare soil exposure time, and immediate final establishment of vegetation. 4. STORM WATER MANAGEMENT (MnDOT 2573) In accordance with MnDOT 1716 the CONTRACTOR has responsibility for charge and care of the Project and shall take necessary precautions against injury or damage to the Project by action of the elements. In addition, the CONTRACTOR shall take necessary precautions to prevent off site damage resulting from work conducted on the Project or Project related storm water runoff. Extreme care shall be exercised in all phases of the Project's construction operation to control erosion and siltation into drainage ways. The CONTRACTOR shall be required to provide silt fence dikes and weirs of approved fabric in all areas where runoff from open graded areas could cause siltation. In addition, the CONTRACTOR shall provide interim sumps of adequate size to intercept silt in areas of concentrated runoff. These dikes, weirs and sumps shall be maintained in such a manner as to prevent siltation of the natural ponding areas. All construction shall be in accordance with the requirements of the Minnesota Pollution Control Agency General Storm Water Permit for Construction Activity (MN R100001). The CONTRACTOR shall designate an Erosion Control Supervisor (ECS) as the project point of contact for erosion and sediment control issues. This person shall have valid documented training and / or certification. The certification is obtained by completing a two (2) day Erosion/Sediment Control Site Management training class and passing the required test or equivalent training / certification course. A copy of the Erosion Control Supervisor' certification shall be forward to the ENGINEER prior to the start construction. The ECS shall also provide 24 hour emergency contact information in case of a need to contact the ECS after normal construction hours. The Erosion Control Supervisor (ECS) shall be considered incidental to the contract and no additional direct compensation shall be made therefore. All erosion and sediment control shall be in place and approved by the ENGINEER, City, Watershed, etc., prior to starting any excavation on the site. Temporary storm water basins shall be constructed concurrently with the start of soil disturbing activities. The basins must be made fully functional and have storm water runoff from the localized watershed directed to the basins. The exposed side slopes of the basins must be mulched and/or seeded within the time periods as set forth in the Minnesota Pollution Control Agency General Storm Water Permit for Construction Activity (MN R100001) & the SWPPP Narrative, or as directed by the ENGINEER. Erosion and sediment control devices shall be maintained throughout the duration of the contract. SPEC -2 WPS REVISION: JANUARY 2009 The CONTRACTOR shall comply with all conditions and completion dates relative to all permits issued by any regulatory agency. The CONTRACTOR shall provide the required signatures on the Minnesota Pollution Control Agency's permit application. A. Unsatisfactory Conditions Site soils shall not be allowed to deposit on the existing public roadways, nor on neighboring properties, nor in public waters. The CONTRACTOR will be given a notice when an unsatisfactory condition exists. The CONTRACTOR shall perform the necessary clean-up or repair work within 48 hours of notice or others will complete the work at the CONTRACTOR's expense. B. Removal of all Temporary Devices All temporary erosion & sediment control structures and devices (silt fence, temp. pond outlets, pipes, etc.) shall be removed and disposed of by the CONTRACTOR, at the end of their temporary life. Payment items are listed in the proposal. C. Workmanship & Quality Control The CONTRACTOR is responsible for maintaining quality control on the project by ensuring that all work performed and all materials fumished are in conformance with the dimensions, installation requirements and material specifications shown on the plans or indicated in the specification. Quality workmanship shall be used in all aspects of the work and shall be uniform in character throughout the project. D. Certified Installers When erosion or sediment control practices are installed, a certified installer shall be on the Project to install the practices or direct the installation. Certified installer requirements shall be in accordance with MnDOT 2573.3P1 and according to Part III.A.2. (Post February 2010) of the Minnesota Pollution Control Agency General Storm Water Permit for Construction Activity (MN R100001). If the CONTRACTOR or subcontractor(s) fails to provide the required certified installer(s), the Erosion Control Supervisor shall notify the ENGINEER. If the ENGINEER determines that one or more required certified installers have not been provided, the CONTRACTOR shall respond to the ENGINEER's notification within 2 days with the appropriate certified or provisionally certified person(s), or be subject to a $500.00 per required installer per calendar day deduction for noncompliance. E. Workmanship Rework Schedule Performance of the work shall be controlled by the CONTRACTOR so that the materials installed and the workmanship practices are of good quality. When the quality falls below the threshold level defined in MnDOT Table 2573-1, the CONTRACTOR shall take immediate action to correct the situation and prevent it from reoccurring. Any corrective actions required for acceptance of the work shall be performed at the CONTRACTOR's expense. SPEC -3 WPS REVISION: ]ANUARY 2009 5. SILT FENCE Silt fence will be required as shown on the plans and as directed by the ENGINEER. The final configuration and placement of all erosion and sediment control structures shall be subject to the approval of the aforementioned governing agencies. The required silt fence shall conform to the standard details by the City or MnDOT 3886. 6. ROCK CONSTRUCTION ENTRANCE A rock construction entrance as shown on the plans or at the direction of the ENGINEER, shall be constructed of a minimum depth of 12" to a width that is sufficient for two-way traffic leading to and from the site. The entrance shall be a minimum length of 50 feet. The material shall be clean rock from I" to 2" in diameter. MnDOT 3733, Type IV geotextile fabric must be placed under rock. The entrance will require maintenance and replacement throughout the life of the utility & street contract. All temporary access installed / used for project access and not shown on the plans or preapproved by the ENGINEER, shall have temporary rock entrances installed at the CONTRACTOR's expense. 7. TURF RESTORATION All disturbed areas shall be seeded with Mn/DOT 3876 Mixture No. 150 except for pond areas below the normal water level, streets, parking areas and areas designated for immediate building construction or other areas designated for a different seed mix on the plans. Seeding shall be in accordance with Mn/DOT 2575. All slopes and other areas designated by the ENGINEER shall be mulched, in accordance with Mn/DOT 2575, with Type I mulch at the rate of 2 tons per acre and shall be disc -anchored within 48 hours after applying seed, or as directed by the ENGINEER. All areas designated to be seeded shall be seeded and mulched within seven (7) days of the re -spreading of topsoil or when directed by the ENGINEER If the CONTRACTOR has to apply more than one seeding application to remain in conformance with the General Storm Water Permit, due to sequencing of the CONTRACTOR's own operations, no additional payment will be made and such seeding will be considered incidental to the contract. 8. BOULEVARD RESTORATION All sod furnished to the project shall conform to the requirements of MnDOT 3878, Type A Lawn Sod, and shall be installed in conformance with MnDOT 2575.3. The CONTRACTOR shall water & maintain the sod, in a condition satisfactory to the ENGINEER, for 30 calendar days. The ENGINEER will then make the final inspection and consider acceptance of the sod. During the maintenance period, the CONTRACTOR shall promptly replace all sod that dries out to the point where it is presumed dead, or has become heavily infected with weeds. Areas replaced with new sod shall be maintained by the CONTRACTOR for at least 30 calendar days after placement. SPEC -4 wPS REVISION: JANUARY 2009 9. STORM DRAIN INLET PROTECTION (CURB INLET PROTECTION) All storm drain inlets shall be protected from the infiltration of sediments in accordance with the plans and details. Curb inlet protection (WIMCO's or approved equal) shall be installed around all catch basin inlets in the streets within 24 hours of the curb and gutter placement, and in accordance with the plans and details. The inlet protection shall remain in place until the site has stabilized. Maintenance of the inlet protection shall be considered incidental during construction. This includes all cleaning of the inlet protection as directed by the ENGINEER. 10. STORM DRAIN INLET PROTECTION (REAR YARD INLET) All storm drain inlets shall be protected from the infiltration of sediments in accordance with the plans and details. Rear yard inlet protection shall be installed around all catch basin inlets immediately after the site has been graded and run off can enter the basin. The inlet protection shall remain in place until the site has stabilized. Maintenance of the inlet protection shall be considered incidental during construction. This includes all cleaning of the inlet protection as directed by the ENGINEER. BASIS OF PAYMENT The basis of measurement and payment shall be as noted on the proposal form. The proposal form indicates that some of the items are planned quantities (P). Planned quantities (P) in this format are an agreed upon quantity by the CONTRACTOR that are to be paid as a lump sum item unless changes to the plan are requested by the OWNER. Should there be plan changes, the payment for these changes will follow the method of measurement and payment as described below. A. Silt Fence By the Contract Unit Price per lineal foot furnished and installed, including sumps and maintenance during the term of the Contract. All silt fence that is damaged by excessive erosion or the CONTRACTOR'S equipment shall be replaced and maintained at no extra cost to the OWNER. Maintenance shall include the removal of silt material during the term of the contract as determined by the ENGINEER. This maintenance shall be performed at no extra cost to the OWNER. The original placement of the silt fence shall be coordinated with the ENGINEER to insure an adequate placement. If a double row, or extra reinforcement of silt fence is required in some areas, the areas shall be determined by the SITE NPDES INSPECTOR at the initial placement. B. Rock Construction Entrance By the Contract Unit Price per Each furnished, installed and maintained during the life of the construction contract. C. Turf Restoration By the lump sum in accordance with MN/DOT 2575. SPEC -5 WPS REVISION: JANUARY 2009 D. Boulevard Restoration By the Contract Unit Price per lineal foot of sod installed (2 rolls wide) and shall include all cost associated with the maintenance and watering for 30 days after installation. Measurement for payment shall be computed on the basis of planned dimensions. Payment will be authorized with final acceptance. E. Storm Drain Inlet Protection (Curb Inlet Protection) Storm Drain Wet Protection (Curb Inlet Protection) will be measured by the number of individual inlets properly protected over the life of the contract without regard to the various types or number of devices used at each storm drain inlet. The unit bid costs shall include all materials and labor for the installation and the removal of the inlet protection. Maintenance of the inlet protection shall be considered incidental during construction. This includes all cleaning of the inlet protection as directed by the ENGINEER. F. Storm Drain Inlet Protection (Rear Yard Inlet) Storm Inlet Protection (Rear Yard Inlet) will be measured by the number of individual inlets properly protected over the life of the contract without regard to the various types or number of devices used at each storm drain inlet. The unit bid costs shall include all materials and labor for the installation of the inlet protection. Maintenance of the inlet protection shall be considered incidental during construction. This includes all cleaning of the inlet protection as directed by the ENGINEER. 11. OTHER AGENCIES The CONTRACTOR shall be required to conform to the demands of the regulating agencies involved with this project including, but not limited to the City of Chanhassen and the Watershed District. SPEC -6 WPS REVISION: JANUARY 2009 Section 6.0 Special Provisions SPECIAL PROVISIONS to the STANDARD UTILITY SPECIFICATIONS SCOPE OF WORK This Contract shall consist of the furnishing of all labor, equipment and all else necessary to complete the project in accordance with the plans and specifications. The work shall include, but not be limited to: sanitary sewer, water main, storm sewer, and services together with all appurtenant items in the proposed The Preserve at Bluff Creek 6th Addition located in Chanhassen, Minnesota. Unless otherwise noted or modified herein, all sections of the General Conditions shall apply. 1. SPECIFICATIONS WHICH APPLY The specifications which apply to the construction of sanitary sewer storm sewer, and water main work as shown in the plans shall be ""Standard Specifications For Trench Excavation And Backfill / Surface Restoration, Water Main And Service Line Installation, Sanitary Sewer And Storm Sewer Installation, 1999 Edition" as prepared by the City Engineers Association of Minnesota, and the City of Chanhassen Specifications, to the extent that they are modified by these special provisions. Should there be a conflict between the two referenced specifications, the more stringent shall apply. 2. STAKING Staking for utilities provided by the ENGINEER shall be as follows: Sanitary and Storm Sewers (1 complete set) Main: 50' center, offset per CONTRACTOR's request Manholes: location and grade of invert and rim (offset w/witness stakes) Services: Wye location noted on cut sheets, services staked to the stub with offset and witness stakes Water Main (1 complete set) - Main: 50' centers, offset per contractor - Hydrants/valves: line and grade with offset and witness - Tees & bends: as needed for construction - Services: location and grade at stub with offset and witness ENGINEER shall provide the CONTRACTOR's field foreman with copies of cut sheet indicating cuts from stakes provided the same day the survey crew places stakes. All survey work shall be scheduled through the Westwood Construction Engineer / Construction Observer by the OWNER and/or CONTRACTOR on site. Every attempt shall be made to provide the requested staking within 24 hours of said request. Under no circumstances shall the surveyor's response time be greater than 48 hours from request without notifying the OWNER. 2600.3 CONSTRUCTION REQUIREMENTS A2 Establishing Line and Grade Staking will be provided in accordance with section 2 above. SPU - I WPS REVISION: FEBRUARY, B3 Excavation Limitations and Requirements Excavating operations shall proceed only so far in advance of pipe -laying as will satisfy the needs for coordination of work and permit advance verification and unobstructed line and grade as planned. The amount of open or unfilled trench shall not exceed 500 feet unless ordered by the ENGINEER, and failure to comply with this requirement shall be cause for shut -down of the entire job until such back -filling is accomplished. All trench work MUST be confined to the right-of-way and easement areas as shown on the plans. Should trenches extend into side yard areas, the Contractor must be aware of the construction limits. Refer to the final plat for easements if they are not noted on the plans. Should excavations or stockpiling extend outside the project property, the CONTRACTOR must obtain written permission from adjacent land owners prior to the work being done. Where interference with existing structures is possible or in any way indicated, and where necessary to establish elevation or direction for connection to in-place structures, the excavating shall be done at those locations in advance of the main operation so actual conditions will be exposed in sufficient time to make adjustments without resorting to extra work or unnecessary delay. The CONTRACTOR shall keep accurate records of all utility installations as to type, location, elevation, point of connection and termination, etc. Utility installations shall not be backfilled until all required information has been obtained and recorded. In addition to the usual safety equipment and procedures, the CONTRACTOR shall also make available at the job site the following: 1. An air blower with a directional chute capable of delivering 1,500 c.fm. of fresh air at sewer manholes. 2. An approved harness or rope -sling for rescue of personnel from manholes. 3. An approved portable oxygen supply unit with face mask and goggles. 4. An approved meter to detect oxygen and hazardous gas levels. No personnel will be allowed to enter completed sanitary sewer manholes without this equipment immediately available for use by a "top man" stationed at the manhole. All safety equipment shall remain the property of the CONTRACTOR. Pipeline Backfilling Operations The backfilling shall be accomplished with the use of suitable materials selected from the excavated materials to the extent available and practical. Should the materials available within the trench section be unsuitable or insufficient, the CONTRACTOR shall, when directed by the ENGINEER, replace unsuitable material beneath roadways with suitable materials from other parts of the project. The removal and disposal of unsuitable material and the hauling, placing, and compacting of the surplus material, shall be considered incidental to the pipeline installation and no payment will be made for this item. SPU - 2 WPS REVISION: FEBRUARY, 2007 It is the responsibility of the CONTRACTOR to review the geotechnical borings to determine if the installation of utilities will encounter ground water conditions. Adequate dewatering equipment shall be used to maintain water levels below the pipeline during installation. The cost of the dewatering shall be considered incidental to the installation of the pipe. Should the material from the pipeline excavation yield excess suitable material, the CONTRACTOR shall use the material as needed as suitable fill material on the project. If the fill requirements have been satisfied on the project, the material shall become the property of the CONTRACTOR. The material shall be removed from the site at the expense of the CONTRACTOR. The CONTRACTOR shall have sufficient equipment on site during utility installation to perform backfilling and compaction operations. If determined by the ENGINEER that insufficient equipment exist, installation of utilities shall cease until such equipment becomes available. The CONTRACTOR shall be responsible for maintaining proper site drainage. Site drainage will be reviewed at the end of each day's activities. The CONTRACTOR shall provide all equipment and labor necessary to maintain good site drainage and shall be considered incidental. Each lift shall be compacted over the full width of the excavated area. The CONTRACTOR shall perform compaction to ensure that the material placed below 3' of the top of the excavation and 1' above the pipe shall be compacted to a minimum of 95% of standard Proctor dry density. The material placed in the top 3' of the trench as well as the aggregate base below pavements shall be compacted in the same manner to a minimum of 100% standard Proctor dry density. Service trenches must be compacted in the same manner as the main trench unless a higher compaction level is specified by the ENGINEER. In areas where curb and gutter exists, sufficient curbing shall be removed to allow the prescribed compaction over the entire disturbed area. Utility backfill placed in "green" areas (not below pavement) shall be compacted to a minimum of 95% of standard Proctor dry density. Utility backfill placed in "green" areas (not below pavement) adjacent to proposed or existing buildings or structures shall be compacted to the same requirements as under pavements. At the time of compaction, the moisture content of the embankment material shall be within 4% of the soil's optimum moisture content, as determined by standard Proctor, where a minimum of 95% of standard Proctor dry density is required, and shall be no more than 1% over the soil's optimum moisture content, where a minimum of 100% of standard Proctor dry density is required. If directed by the ENGINEER, a zero air voids specification may be allowed for wet backfill below pavements. The zero air voids specification consists generally of compacting the backfill to a minimum of 90% standard Proctor density with a dry density within 5% of the maximum dry density at the moisture content defined by the standard Proctor. The moisture requirements shall not apply to materials classified by the ENGINEER as Granular Material, nor shall the above specified moisture controls apply to SPU - 3 WPS REVISION: FEBRUARY materials placed without specific density control. The soils report, as represented on this project, may contain additional or more stringent requirements. In all cases, the soils report shall govem the construction techniques used with respect to the compactive efforts on this project. The CONTRACTOR is responsible for understanding all requirements within the soils report, which is appended to this specification. In all cases, the CONTRACTOR shall blade and compact the roadway after the trench has been backfilled, so that it shall be passable to traffic and in a free draining condition at all times. The CONTRACTOR shall maintain the roadway in a condition acceptable to the ENGINEER at all times until fatal approval of the entire work by the OWNER. Water shall be used for dust control and moisture conditioning (scarifying and applying water to dry soil or scarifying and drying wet soil) shall be applied as directed by the ENGINEER The CONTRACTOR shall remedy, at his own expense, any defects that appear in the backfill for a period of one year following the final written letter of acceptance of the project from the City and or ENGINEER. Turf Restoration All areas disturbed from utility construction and staging shall be seeded with MN/DOT 3876 Mixture No. 150. Seeding shall be in accordance with MN/DOT 2575. All areas disturbed from utility construction and staging shall be mulched in accordance with MN/DOT 2575 with Type I mulch at the rate of 2 tons per acre and shall be disc -anchored within 48 hours after applying seed. Existing topsoil on site prior to utility installation shall be salvaged and re -spread at a depth of 6" after the installation of the pipe line prior to being seeded. 2600.5 BASIS OF PAYMENT Turf Restoration Turf restoration will be paid for on a lump sum basis as indicated on the proposal form. 2611 WATERMAIN AND SERVICE LINE INSTALLATION MATERIALS A I Ductile Iron Pipe and Ductile Iron and Gray Iron Fittings All 4", 6", 8" and 12" water main shall be Class 52, ductile iron pipe, in conformance with the requirements of ANSI A- 21.51 (Ductile Iron Pipe Centrifugally Cast in Metal Molds or Sand -line Molds). Pipe shall be tar coated, cement lined conforming to the requirements of AWWA C151; designed to operate at 150 psi plus water hammer. All ductile iron short body fittings shall be mechanical joint unless otherwise indicated and shall be in accordance with AWWA C153. All fittings shall be SPU - 4 WPS REVISION: FEBRUARY. 2007 designed for not less than 250 psi working pressure and shall have a standard thickness cement mortar lining conforming with AW WA C 104. Conductive gaskets shall be those as manufactured by American Ductile Iron Pipe Company. Copper jumpers shall be a minimum of 1/16"xl/2" wide flat copper strip or annealed round copper wire conforming to ASTM B152, Type DUP. Field application of the copper jumpers shall conform to the Burndy Method as supplied by Bumdy Corporation, Norwalk, Connecticut or the Cadeweld Method by Erico Products Co., Cleveland, OH. Silicon bronze nuts and bolts shall be used on all bolted connections. Welded connections shall be made on a clean metal surface, which has been grounded to remove coating and oxide. The area at the connection, including the weld shall be refinished with the original coating or other suitable protective coating. B Fire Hydrants All hydrants shall be W aterous "Pacer" No. WB -67 with the following requirements: 1. Hydrants are to have a five -inch minimum valve opening. They shall be equipped with two 2-1/2" diameter nozzles and one 4-1/2" steamer connection. Outlet threads shall be National Standard threads. 2. Hydrant barrels shall be two piece, with a 16" breakoff traffic flange and flanged joint no more than two inches above the finished grade line with a mechanical joint connection at the hub end. Hydrants shall have an 8.0 -foot bury. 3. All hydrants shall have a six-inch mechanical joint inlet for connecting into the six inch branch pipe from the main. There shall be a gate valve between the hydrant and the water main. 4. Hydrant operating mechanism shall be provided with "O" ring seals preventing the entrance of moisture and shall be lubricated through an opening in the operating nut or bonnet. 5. Shall open to the left (counterclockwise), and be able to drain when the hydrant is closed. 6. The size and shape of the operating nut shall be National Standard pentagon nut. 7. Hydrant must have permanent markings showing: 1) Manufacturer's name 2) Year of manufacture 3) Bury depth SPU -5 WPS REVISION: FEBRUARY, 4) The hydrant shall be furnished with a location flag. The flag will be a 60" Hydra -finder as manufactured by Rodon Corp. A3 Polyvinyl Chloride (PVC) Pressure Pipe and Fittings The pressure class shall be Class 150 with a DR rating of 18 and conforming with the outside diameter dimensions of cast iron pipe. Fittings shall be the same as required for ductile iron pipe. Tracer wire shall be no. 12 AWG gauge, single strand plastic coated copper wire and used only with the installation of PVC water main pipe. The wire shall be placed immediately below the pipe and run continuously between hydrants and gate valve boxes. The wire shall be wrapped twice around hydrants and curb stop boxes 4" below finish grade. The wire shall be attached to the traffic flange bolt on hydrants. Tracer wire connections shall be as approved by the ENGINEER. A continuity test shall be performed after construction is completed. Costs for famishing and installing the wire shall be incidental. C2 Gate Valves Gate valves shall be resilient wedge type in accordance with AWWA 509 Specifications and have a working pressure of 200 psi. Valves shall be equipped with a mechanical joint ends in accordance with AWWA C111, shall have O-ring seals with non -rising stems a two inch (2") square nut and shall open counterclockwise. Gate valve boxes shall be vertical Buffalo type, cast iron shaft 5-1/4" in diameter. The valve box shall consist of three pieces with a box length to provide for 7.5 feet of cover and able to provide adjustment of at least twelve inches. D. Water Service Pipe and Fittings Curb Stop and Box Curb stops shall be Minneapolis pattern for copper service pipe inlet and outlet, of stop design with an inverted key and shall be Mueller H-15154 Mark II Oriseal or approved equal. The stop box shall be an extension type with stationary rod Minneapolis Pattern. Boxes shall have 12" adjustment with an 8' length when fully extended. Stop boxes shall be Mueller H-10300. Ford EM2-80-56-75R or approved equal. Curb stop lids shall be Mueller 89375 or approved equal Taps into ductile iron water main having a 6" diameter or less and taps larger than 3/4" in diameter shall have a Smith -Blair type no. 313 saddle with two zinc plated straps or approved equal. All taps into PVC water main shall have A.Y. McDonald no. 3805 saddles or approved equal. SPU -6 WPS REVISION: FEBRUARY, 2007 F. Restrained Joint Retainer Glands All fittings, stubs, hydrants and valves shall have restrained joint retainer glands. Water main and fitting joints shall be tied for a sufficient distance back for each plug, tee, cross or bend to allow soil friction to overcome the thrust. The pipe supplier shall famish data on the frictional resistance to endwise movement of the pipe embedded in the earth. CONSTRUCTION REQUIREMENTS A2 Pipe Laying Operations Class C bedding shall be used to bed the pipe. The pipe shall be placed with care on an earth foundation, shaped to closely fit the width of at least 50% of the pipe breadth. The remainder of the pipe shall be backfilled to a height of 12 inches above the pipe with the material hand shovel -placed and thoroughly tamped in 6" layers to completely fill all the voids around the pipe. The pipe shall be laid at a minimum depth of 7.5' to the top of the pipe unless otherwise indicated on the plans. The bottom of the water main and water services shall be laid at least 18 inches above the top of the sewer. Where this vertical separation cannot be obtained, the sewer shall be constructed of materials and with joints that are equivalent to water main standards of construction and shall be pressure tested to assure water tightness prior to backfilling; or shall have a ten (10) foot horizontal separation. A4 Blocking and Anchoring of Pipe All plugs, caps, tees, bends and other thrust points shall be blocked. A5 Polyethylene Encasement of Pipeline Polyethylene encasement material if indicated on the plans or City specifications shall conform to the requirements of ANSI A-21.5 (AW WA C-105) for tube type installation and a minimum 8 mil nominal film thickness. 2611.4 METHOD OF MEASUREMENT Ductile Iron and Gray Iron Fittings The payment basis shall be as published in AW WA C-153. All ductile iron pipe fittings will be measured and paid for based on AW WA C-153 weights. Any difference between the weights published in AW WA C-153 charts and the weights of the fittings supplied to the project shall be considered incidental to the project. 2611.5 BASIS OF PAYMENT 1) Unless otherwise stated, cut -ins or connections to existing mains will be paid for at the Contract Unit Price per each cut -in or connection, and the SPU -7 WPS REVISION: unit price will include all excavating, fittings, materials, backfilling, equipment, and labor necessary to make said installation. 2) Steel casing pipe shall be measured by the lineal foot of pipe actually jacked. This shall include all costs for equipment, materials, and labor for providing the jacking pit, de -watering, excavation, steel casing, sand fill, and backfilling the jacking pit to the specified density. 3) Items to be salvaged or salvaged and reinstalled shall be paid for by the each for each item or group of items as stated in the proposal form or as shown in the plans. 4) The cost of all material and labor required to complete this project as specified and shown on the plans, but not specifically included as a pay item, shall be merged with the various Contract Unit Prices bid. 5) All ductile iron pipe fittings will be paid for based on AW WA C - 153/A21.53 weights 2621 SANITARY SEWER & STORM SEWER INSTALLATION 2621.2 MATERIALS High density polyethylene (HDPE) corrugated pipe with an integrally -formed smooth interior shall conform to the following specifications: The specification is applicable to nominal sizes 12 - 36 inches in diameter. Requirements for test methods, dimensions and marking are those found in AASHTO Designations M252, MP7-97 and M-294. Pipe and fitting shall be made of polyethylene compounds which conform to the physical requirements of Type III, Category 3, 4 or 5, p23, p33 or p34, Class 3 per ASTM D-1248 with the applicable requirements defined in ASTM D-1248. Clean reworked material may be used. Minimum Pipe Stiffness values shall be as follows: Diameter Pice Stiffness* 12 50 psi 15 42 psi 18 40 psi 24 34 psi 30 28 psi 36 22 psi *per ASTM Test Method D-2412 The pipe and fittings shall be free of foreign inclusions and visible defects. The ends of the pipe shall be cut squarely and cleanly so as not to adversely affect joining. SPU - 8 WPS REVISION: FEBRUARY, 2007 The nominal size for the pipe and fittings is based on the nominal inside diameter of the pipe. Inside diameter tolerances shall be plus 3.0% minus 1.5%. Corrugated fittings may be either molded or fabricated by the manufacturer. Fittings produced by manufacturers other than the supplier of the pipe lengths shall not be permitted without the approval of the ENGINEER. Couplings shall be corrugated to match the pipe corrugations and the width of shall not be less than 1/2 the nominal diameter of the pipe. Split couplings shall be manufactured to engage an equal number of corrugations on each side of the pipe joint. A neoprene -type gasket shall be utilized with the coupling to provide a soil -tight and water -tight joint. Connections to storm sewer structures with HDPE pipe shall include a rubber manhole boot per manufacturer's requirements to ensure a watertight seal. A manufacturer's certification that the product was manufactured, tested and supplied in accordance with this specification shall be fiunished upon request to the ENGINEER. Installation shall be in accordance with ASTM recommended practice D-2321 or as specified by the ENGINEER. A2 Ductile Iron Pipe Ductile iron sanitary sewer pipe shall be used at depths over 30 feet and shall be Class 52, in conformance with the requirements of AW WA Standard C151 (Ductile Iron Pipe Centrifugally Cast in Metal Molds or Sand -line Molds). Pipe shall be tar coated, cement lined conforming to the requirements ofAWWA C104. All ductile iron pipe shall be mechanical or push -on type joints. Bedding shall be Class C. A3 Reinforced Concrete Pipe Reinforced concrete pipe shall conform to the requirements of the Standard Specifications for Reinforced Concrete Sewer Pipe, A.S.T.M. Designation C-76, Wall B with circular reinforcing for the class of pipe specified. All reinforced concrete pipe joints shall be water tight. All R.C. pipe shall be Class 5 unless otherwise indicated on the plans or proposal. Bedding shall be class C. A5 PVC Pipe Polyvinyl chloride pipe and fittings shall have minimum wall thickness as covered by S.D.R. - 35 (heavy wall). PVC pipe laid at depths of 17 to 30 feet shall have minimum wall thickness as covered by S.D.R. - 26. Sewer services shall be 6" Polyvinyl chloride pipe (PVC) S.D.R. - 26 (heavy wall). All riser pipe shall be 6" Polyvinyl chloride pipe (PVC) S.D.R. - 26 (heavy wall). Bedding shall be Class B. .SPU - I WPS REVISION: FEBRUARY 2621.4 METHOD OF MEASUREMENT A. Sewer Pipe All sewer pipe will be measured based on horizontal distance unless the slope of the pipe exceeds 15%. The depth of cut for payment shall be defined as the distance between the invert of the pipe at a particular point and the intersection of the vertical or plumb line, extended from the set point to the point of intersection of the line with the ground surface as it exists at the time of construction. B. Manholes According to the unit listed on the proposal form. Depths will be measured from the rim elevation to the invert. C. Catch Basins According to the unit listed on the proposal form. Depths will be measured from the rim elevation to the invert. 2621.5 BASIS OF PAYMENT 1. Connect to Existing Sanitary Sewer Manhole In cases where a short sanitary pipe stub out of a manhole exists, the CONTRACTOR will be required to remove the existing stub and connect the new pipe to the connection provided as directed by the ENGINEER. Connect to Existing Manhole shall be paid for at the Contract Unit Price bid per each. A removable plug shall be installed when connecting to any existing sanitary sewer MH. The plug shall be inflated to the manufactures recommended PSI to prevent discharge into the existing sanitary sewer. The plug shall remain in place until directed by the engineer for removal. 2. Connect to Existing Sanitary Sewer Where a connection to an existing sanitary sewer line is required, the CONTRACTOR shall remove the existing plug, verify the invert elevation and alignment of the existing pipe and connect the new pipe as directed by the ENGINEER. Removal of plugs and verification shall be considered to be incidental to the connection. Connect to Existing Sanitary Sewer shall be paid for at the Contract Unit Price bid for each. Connect to Existing Storm Sewer Manhole Where a connection to an existing storm sewer manhole is required, the CONTRACTOR shall knock out the wall of the manhole and connect the new pipe to the existing manhole. Also, the CONTRACTOR shall grout the new connection and reconstruct and grout the invert to provide for smooth flow. Any grouting and reconstructing shall be considered to be incidental to the connection. Connect to Existing Storm Sewer Manhole shall be paid for at the Contract Unit Price bid per each. SPU — 10 WPS REVISION: FEBRUARY, 2007 Connect to Existing Storm Sewer Where a connection to an existing storm sewer line is required, the CONTRACTOR shall remove the existing plug or bulkhead, verify the invert elevation and alignment of the existing pipe and connect the new pipe as directed by the ENGINEER. Removal of plugs/bulkheads and verification shall be considered to be incidental to the connection. Connect to Existing Storm Sewer shall be paid for at the Contract Unit Price bid per each. Drop Section For Manholes Type A: The drop section with the tee for drop manholes shall consist of a DIP tee, concrete base, pipe supports and concrete collar and will be paid for at the Contract Unit Price for each unit. Type B: The drop section without the tee for drop manholes shall consist of a DIP elbow, DIP plug, concrete base and pipe support and will be paid for at the Contract Unit Price bid per each unit. Risers for Drop Manholes The risers for drop manholes consist of DIP including pipe support and will be paid for at the Contract Unit Price per lineal foot. The length of riser shall be computed as distance from the tee invert to the spring line of the lowest pipe entering the manhole less one foot (1.0). Connection to Existing Drop Sections A connection to an existing drop section shall consist of completing a Type B drop section, as covered under section 5 above, by coring into the existing manhole and furnishing a tee completely installed and will be paid for at the Contract Unit Price per each unit. Core Existing Sanitary Sewer Manhole In cases where an additional invert/pipe is to be installed in an existing sanitary manhole, the CONTRACTOR will be required to core the existing manhole with the correct size and install a rubber "O" ring or profile joint with a gasketed, flexible, watertight connection or approved equal. Also, the CONTRACTOR will be required to reconstruct and re -grout the invert to provide for smooth flow. Payment for Core Existing Sanitary Sewer Manhole shall be incidental to the Contract Unit price per "Connect to Existing Sanitary Sewer Manhole". Trench stabilization material shall be measured and paid for by the Contract Unit Price per ton based upon scale receipts furnished to the ENGINEER. Payment for trench stabilization material shall include the extra depth of excavation and all materials, labor and equipment required to place the material. Payment for trench stabilization materials shall not SPU- 11 WPS REVISION: FEBRUARY, be made when it is used for the CONTRACTOR's convenience or for de- watering purposes. Only material authorized by the ENGINEER shall be paid for. 10 The cost of all materials and labor required to complete this project, as specified and shown on the plans, but not specifically included as a paid item, shall be merged with the various unit prices bid. 11 Sanitary service riser pipe will be paid for based upon vertical length from the invert of the PVC main to the invert of the 45 degree bend at the point where a 2% grade starts. Additional bends required for riser construction will not be paid for and are considered incidental. SPU — 12 WPS REVISION: FEBRUARY, 2007 SPECIAL PROVISIONS TO THE STANDARD HIGHWAY SPECIFICATIONS SCOPE OF WORK This Contract shall consist of the famishing of all labor, equipment and all else necessary to complete the project in accordance with the plans and specifications. The work shall include, but not be limited to: subgrade preparation, aggregate base, curb and gutter, paving, and restoration, together with all appurtenant items in the proposed The Preserve at Bluff Creek 6th Addition, located in Chanhassen, Minnesota. Unless otherwise noted or modified herein, all sections of the General Conditions shall apply. SPECIFICATIONS WHICH APPLY Specifications which apply to construction of street work as shown in the plans shall be Division H (Construction Details) and Division M (Materials) of the "Standard Specification for Construction", Minnesota Department of Transportation, August 31, 2005 and current revisions, and the City of Chanhassen Specifications to the extent that they are modified by these special provisions. 2. STAKING Staking for parking areas and streets provided by the ENGINEER shall be as follows: Street Centerline (1 set) 50' centers (after utility construction) for subgrade verification Staking will occur just prior to the placement of select granular Curb and Gutter (I set) - Alignment and grade stakes 3' offset (or as appropriate) - Every 50' on tangent and 25' on curve, plus additional stakes at curb returns - Driveway cuts as needed for construction - WPS will require the CONTRACTOR to have a minimum of I days work available on all survey requests. 3. PROTECTION AND ADJUSTMENT OF EXISTING UTILITY CASTINGS The CONTRACTOR shall be responsible for the protection of and damage to all utilities including, but not limited to public gas mains, telephone lines, electric power lines, cable television, water valve boxes, manholes and catch basins. He shall also be responsible for cleaning, repairing or replacement of same if damaged in this phase of construction. 4. BARRIERS The CONTRACTOR shall furnish and place sufficient barricades and warning lights at the terminals of all construction to prevent use of the right-of-way during construction operations, except that access to private development shall be maintained. SPH -1 WPS REVISION: FEBRUARY, 2007 5. MAINTENANCE OF TRAFFIC Sufficient flag men and warning signs shall be employed on streets which abut the project area to warn and control traffic during all hauling and construction activity. The CONTRACTOR shall maintain all roadways either on or off the project area which are used for haul roads. Such maintenance shall consist of blading and dust control determined necessary by the ENGINEER in order to keep the roads suitable for automobile traffic and to control dust. Beginning on a date as established by written notification to the CONTRACTOR from the ENGINEER, said date to be on or after the formal execution of the contract, the CONTRACTOR shall be responsible for all maintenance of streets and roads that are a part of this contract. This maintenance responsibility shall include whatever work is necessary to keep the streets in a condition suitable for local access traffic, and shall generally consist of periodic blading, sweeping, and dust control procedures until surfacing has been completed. All traffic control shall be in accordance with the Minnesota Temporary Traffic Control Zone Layouts Field Manual, the Minnesota Flagging Handbook, and the Minnesota Manual on Uniform Traffic Control Devices for Streets and Highways. 6. MISCELLANEOUS REMOVALS AND REPLACEMENT The temporary removal, storage and replacement of street signs, traffic control signs, mailboxes, fences, and miscellaneous items shall be performed by the CONTRACTOR and they shall be considered incidental to the project as a whole, with no direct payment therefore. EXCAVATION AND EMBANKMENT (2105) All rough grading will be completed under a separate contract and will not be a part of this work. Excavation for the installation of pipe and the preparation of curb and gutter is considered incidental to the unit item as bid. 8. SUBGRADE PREPARATION (P) Subgrade preparation shall include the work necessary to prepare the subgrade material for the laying of base material and grading for curb and gutter construction. This work will include grade variation corrections of up to 4 inches plus or minus. It shall also include scarifying the upper 12 inches, disc drying, or applying water to obtain a subgrade compacted to a minimum of 100% of standard proctor dry density. The basis of payment for this work shall be by the Contract Unit Price per square yard and shall be computed on the basis of planned dimensions using base area measured to 1.5 feet behind the back of curb. Should the only work performed include getting the street to grade without any drying effort, (scarifying and disk drying), payment for this item will be based on 50% of the Contract Unit Price per square yard as listed earlier in this section. The subgrade shall be rolled with a smooth drum roller prior to the placement of any base material. Equipment at hourly rate items as shown in the bid proposal shall be paid only as authorized by the ENGINEER for subgrade correction and grading work required beyond the scope of subgrade preparation as specified above. The CONTRACTOR shall notify the ENGINEER and receive notice to proceed prior to making any claim for such work. SPH -2 WPS REVISION: FEBRUARY, 2007 9. TEST ROLLING Prior to placement of the aggregate base, the OWNER will require the completion of a test roll on the street subgrade. The CONTRACTOR shall provide a loaded tandem axle truck with a minimum gross weight of 25 tons. The CONTRACTOR shall provide a weight ticket for the test roll vehicle to the ENGINEER during the test roll. The test rolling shall be at the direction of the ENGINEER and in the presence of the Soils ENGINEER. The OWNER may require test rolling of the aggregate base, once the base section has been constructed. Test rolling will be considered to be incidental work and no direct compensation will be made therefore. Additional test rolling required as a result of repairs to unstable sections and retesting will be considered to be incidental work and no direct compensation will be made therefore. The CONTRACTOR will be required to use every means available to provide a stable subgrade prior to the placement of Class 5 aggregate. The CONTRACTOR may be required to work material with a blade and disc below the upper 12" of subgrade material (as required under Subgrade Preparation) to a point 3'-0" below subgrade elevation to ensure a stable subgrade. This work shall be paid for at the equipment hourly rates as provided in the contract, but in no means shall be used unless specifically directed by the ENGINEER. 10. 3" MINUS CRUSHED QUARRY ROCK STABILIZING AGGREGATE When authorized by the ENGINEER, the CONTRACTOR shall complete subgrade correction with the placement of 3" minus crushed quarry rock stabilizing aggregate. 3" minus crushed quarry rock stabilizing aggregate will be used to stabilize subgrade areas which fail the test rolling procedure, but only after the CONTRACTOR has completed subgrade preparation work, inclusive of scarifying, disc drying and recompacting of the upper 12 inches of the subgrade to a minimum of 100% of standard proctor dry density to the satisfaction of the engineer. The basis of measurement and payment for this work shall be by the Contract Unit Price per ton, based upon scale receipts furnished to the ENGINEER. Payment for 3" minus crushed quarry rock stabilizing aggregate shall include the excavation and proper disposal of the failing subgrade material and all materials, labor and equipment required to place the stabilizing aggregate. Only material authorized by the ENGINEER shall be paid for and the CONTRACTOR must agree in writing with the ENGINEER or his representative prior to the work being performed. 11 SAND SUBBASE (3149 Select Granular) (P) Sand subbase shall be constructed to the depth shown on the plans and in accordance with Section 3149. Compaction shall be to a minimum of 100% of standard proctor dry density. Measurement and payment shall be by the Contract Unit Price per square yard at a compacted volume and shall be computed on the basis of planned dimensions. Shaping and compacting the sand sub base shall be incidental to the cost of the sand sub base. 12. AGGREGATE BASE (2211) (P) Class 5 (100% crushed stone) aggregate base shall be constructed to the depth shown on the plans and in accordance with Section 2211. SPH -3 WPS REVISION: FEBRUARY, 2007 Compaction shall be by the Specified Density Method and shall conform to the requirements of Section 2211. Measurement and Payment shall be by the Contract Unit Price per square yard of the minimum depth specified and shall be computed on the basis of planned dimensions using base area measured to 1.5 feet behind the back of curb. Any requests by the ENGINEER for different lift thickness not included in the proposal shall be prorated using 110 pounds per square yard of area per inch of thickness from the thinnest lift described in the Contract. Shaping and compacting the aggregate base shall be incidental to the cost of the aggregate. 13. PLANT MIJCED BITUMINOUS PAVEMENT (2360) (P) Base Course 2350 Type LVNW35030B Wear Course 2350 Type LV WE35030B The plant -mixed bituminous pavement shall be constructed in accordance with the provisions of Mn/DOT Specifications 2360, except as modified: The CONTRACTOR shall submit to the ENGINEER an approved mix design for all types a Minimum of 7 days prior to placement of bituminous pavement. No additional compensation shall be made for bituminous material Recycled mixtures will not be allowed to be used in the wear course. Recycled mixtures used in the base course shall be in accordance with the provisions of MWDOT specifications 2360. Compaction shall be in accordance with Mn/DOT 2360.6 Maximum Density Method. Required minimum density as determined by Nuclear Density Testing shall be 91.0°,p on base courses and 92.0°- on wear courses of the design Marshall. Mn/DOT Specification 2360.6-B4 Payment Schedule for Maximum Density shall be deleted. Failure of the CONTRACTOR to attain minimum density shall result in the removal and replacement of the pavement as determined by the ENGINEER. No additional compensation shall be made for pavement removed and replaced due to density failures. Measurement and payment shall be by the Contract Unit Price per square yard of the minimum compacted thickness specified for each course and shall be computed on the basis of planned dimensions. Payment shall include compensation for the bituminous material for mixture, for which no separate payment will be made. No additional compensation will be granted for additional bituminous due to deficiencies in base thickness. 14. BITUMINOUS TACK COAT (2357) (P) Bituminous Tack Coat shall be used between all courses of bituminous pavement constructed by the CONTRACTOR. Tack material shall be RC 250 or RC 70. Payment for bituminous tack coat shall be by the Contract Unit Price per gallon applied at a rate of 0.05 gallons per yard of pavement. SPII4 WPS REVISION: FEBRUARY, 2007 15. ADJUST MANHOLES, CATCH BASINS, and GATE VALVES Manholes and gate valves adjustments shall be in accordance with the provisions of MN/DOT 2506 except as modified below: The CONTRACTOR shall adjust all manhole and gate valve castings to 0.5 inches below bituminous base grade to provide interim access to all structures for the first season. Final adjustment shall be made to 0.5 inches below finished pavement grade prior to paving the final wear course. Measurement and payment of adjustments shall by the Contract Unit Price per each manhole or gate valve casting in a paved area adjusted, as provided on the proposal, only after the final adjustment. Upon request, the ENGINEER may pay 1/2 the contract amount after the first raising. The turning of Mexican hats, cones or slabs to align with curb and gutter, if necessary, shall be incidental to the contract. 16. CONCRETE SIDEWALK (2521) This work shall be done in accordance with Mn/DOT 2521 Concrete Mix No.3A32 for hand placed formed walk and Concrete Mix No. 3A22 for slip machine placed walk with a 28 day design strength of 3900 PSI. The sidewalk shall be of the dimensions and at the location shown on the plans. This shall include all labor, material and equipment necessary to rough grade; place the granular base; place, finish and cure the concrete and backfill along the edges of the sidewalk. The material excavated to place the base section and sidewalk shall become the property of the CONTRACTOR. If the material can not be used on site it will be hauled off the site by the CONTRACTOR at no cost to the OWNER. Edges of the sidewalk are to be backfilled within five (5) working days of the sidewalk placement. Winter protection shall be required and maintained for a minimum of 72 hours if temperatures are at or below freezing or as defined by the ENGINEER. Payment will be at the Contract Unit Price per linear foot of width specified in the plans. 17. BITUMINOUS TRAIL (2360) Bituminous trail shall be constructed at the location shown on the plans or as directed by the ENGINEER. Work under this pay item will include grading; aggregate base (conforming to Mn/DOT 2211); bituminous pavement (conforming to Mn/DOT 2360) and backfilling of the trail edges. The bituminous mixture shall be 2360 SPW EB340B. Edges of the trail are to be backfilled within five (5) working days of the trail placement. Payment will be at the contract trait price for Bituminous Trail as measured by the lineal foot that includes a 6" Class 5 aggregate base. 18. PEDESTRIAN RAMPS (2531) Pedestrian ramps shall placed at the location and be of the dimensions shown on the plan. Pedestrian rumps shall be constructed in accordance with Mn/Dot Standard Plate No.7036F and compliant with the ADDAG (Americans with Disabilities Act Accessibility Guidelines). Payment for pedestrian ramps shall be by the each and shall include all labor, material and equipment necessary to rough grade; place the granular base; install Truncated Domes; place, finish and cure the concrete. The material excavated to place the base section and pedestrian ramp(s) shall become the property of the CONTRACTOR. If the material can not be used on site it will be hauled off the site by the CONTRACTOR at no cost to the OWNER. SPH -5 KRS REVISION: FEBRUARY. 2007 19. CONCRETE CURB AND GUTTER (2531) Concrete curb and gutter shall be constructed in accordance with the provisions of 2531 Concrete Mix No. 3A22 with 28 day design strength of 3900 PSI except as modified herein: Concrete curb and gutter type shall be as noted on the plans. Place the expansion joints at intervals of 120 feet and at the ends of all street returns. Joint sealing as specified in Mn/DOT 2531.31-1 will not be required. The City of Chanhassen requires rebar reinforcement as defined in the plan details. All reinforcement shall be considered as incidental to the Contract Unit Price. Cure concrete using the membrane method. Apply membrane to all exposed surfaces, including formed surfaces. Apply membrane in two lateral directions at the rate of one gallon per 150 square feet. Apply membrane to the back of curb and face of gutter as soon as forms are stripped, or after final brushing. The compound must contain a fugitive dye. A double layer of polyethylene (with insulation between the layers) shall be required and maintained for a minimum of 72 hours if temperatures are at or below freezing or as defined by the ENGINEER. The Contract Unit Price will include complete installation, removal, clean up, and disposal of the double layer of polyethylene (with insulation). Excavation and grading for curb construction shall be incidental to curb and gutter. Project cleanup shall include backfill to back of curb and fine grading of all disturbed areas. The cost of this work is to be incidental to the price bid per foot of curb and gutter. Partial payment will not be made on curb and gutter until backfilling is completed. Measurement and payment shall be by the Contract Unit Price per lineal foot of each type of curb and gutter constructed and shall include the B618 used as radii and dropping back of the curb for pedestrian ramps. The CONTRACTOR shall submit a current test from an approved testing laboratory indicating that the materials of the concrete supplier meet the requirement of the Mn/DOT Specifications. 20. REMOVE/REPLACE BROKEN CONCRETE CURB AND GUTTER This is a budget item and shall only be used with the approval of the Engineer. It shall include the cost of saw cutting, removing of the curb and gutter, and the off site disposal of the broken or damaged curb and gutter. Compensation will only be granted for curb and gutter damaged due to home builder traffic. This item shall also include patching of the bituminous base course to match back into the replaced curb and gutter as well as turf restoration if required. No compensation will be made due to settlement or defects in construction materials or process. Payment will be by the contract unit per linear foot. 21. REMOVE/REPLACE BROKEN CONCRETE SIDEWALK This is a budget item and shall only be used with the approval of the Engineer. It shall include the cost of removing the sidewalk, and the offsite disposal of the broken or damaged sidewalk. Compensation will only be granted for sidewalk damaged due to home builder traffic. This item shall also include turf restoration if required. No compensation will be made due to settlement or defects in construction materials or process. Payment will be by the contract unit per linear foot. SPH -6 WPS REVISION: FEBRUARY, 2007 21. INSTALL TRAFFIC BARRICADES Traffic Barricades shall be at the location shown on the plans and be in conformance with Mn/DOT Detail M8002G (Totally Closed Roadway- No Turns Permitted). Payment will be at the Contract Unit Price for each installation and will include all labor, equipment and material necessary for a complete installation. The barricade shall be reflectorized on both sides for safety. 22. STREET CLEANING FOR WEAR COURSE INSTALLATION On all streets where binder and/or wearing courses are to be placed over existing bituminous surface, the existing surface shall be properly swept to the satisfaction of the ENGINEER, immediately prior to the placement of the tack coat and bituminous course(s). All sweeping operations and disposals of the sweepings shall be the responsibility of the CONTRACTOR. The sweeping shall be performed with a self-propelled pickup sweeper (w/water). A side -throw sweeper will not be allowed. Payment for street cleaning shall be paid for at the Contract Unit Price per lump sum and shall include all equipment, labor and material costs incurred to properly clean the base course prior to the installation of binder and/or wear course, including the proper disposal of the sweepings. 23. PATCHING PRIOR TO INSTALLATION OF BITUMINOUS WEAR COURSE Prior to the installation of Bituminous Wear Course all areas of failed bituminous base, aggregate base and settlements shall be repaired by the CONTRACTOR. Settlements (if they do not show bituminous or aggregate base failure) shall be repaired by the addition of a leveling patch of bituminous base material or by removing bituminous base, adding compacted aggregate base and reinstalling the required bituminous base. Patching of settlements shall be the responsibility of the CONTRACTOR and no extra compensation will be allowed therefore. Areas which show evidence of bituminous base failure or bituminous base and aggregate base failure shall be repaired by the removal of the failed bituminous base or bituminous base and aggregate base. All such patch areas shall have square cut edges in the bituminous base. The removed materials shall be disposed of off site at a disposal site of the CONTRACTOR'S choice. The cost of bituminous base or bituminous base and aggregate base repair shall be home by the CONTRACTOR except in those areas as designated by the ENGINEER to have been caused by use exceeding normal wear and tear and use beyond the control of the CONTRACTOR. Payment for such ENGINEER authorized exceptional bituminous base or bituminous base and aggregate base repair shall be by the Contract Unit Price per square yard and shall be payment in full for all costs of labor, materials, equipment and all else necessary to remove, dispose of removed materials off site, and replace and compact the required thickness of bituminous base or bituminous and aggregate base including any necessary edge tacking material. 24. UTILITY CROSSINGS Payment will be based on a per trench basis and not a per conduit basis. The Contract Unit Price for each crossing shall include the excavation for conduit placement and the backfilling of the trench after conduit placement. Trench compaction shall meet the requirements of the Subgrade Preparation specifications in this document. It will be the responsibility of the CONTRACTOR to coordinate the SPH -7 WPS REVISION: FEBRUARY, 2007 conduit installation with the utility company. Coordination should be performed in a timely manner as not to cause delay in the street construction. Conduit will be provided by the utility companies. 25. TOLERANCES Tolerances for the streets shall be plus or minus 0.05' for the subgrade, top of the select granular, and the top of Class 5 and/or Class 7. SPH -8 MPS REVISION: FEBRUARY, 2007 Section 7.0 Soil Report & Borings 0 P.0 STS CONSULTANT STS Consultants, Ltd. 10900 - 73rd Ave. N., Suite 15 Maple Grove, MN 55369-5547 763-315.6300 Phone 763-315-1836 Fax April 21, 2006 Mr. Matt DuCette Ryland Homes 7600 Executive Drive Eden Prairie, MN 55344 Re: Subsurface Exploration and Geotechnical Engineering Analysis for the Proposed Degler Property Residential Development in Chanhassen, Minnesota; STS Project 200601726 Dear Mr. DuCette: We have performed a subsurface exploration and geotechnical engineering analysis for this proposed project. The attached report contains the logs of sixteen (16) soil borings, an evaluation of the conditions encountered in the borings, and our recommendations for suitable foundation type, allowable soil bearing pressures for preliminary footing design, and other geotechnical related design and construction considerations needed for this site development. We appreciate the opportunity to work with you on this project. If you have any questions about our recommendations, please call us at 763-315-6300. To arrange for our testing services during the construction phase of this project, please contact Mr. Barry Morgan, P.E. at the same phone number. Sincerely, STS CONS TANTS, LTD. Ryan Menter, E.I.T. Barry Mordann .E. Assistant Project Engineer Senior Project Engine �] RM/dn Y� Encs. cc: Justin A. Larson, Westwood Professional Services 1 HEREBY CERTIFY THAT I AM A PROFESSIONAL ENGINEER REGISTERED UNDER THE LAWS OF THE STATE OF MINNESOTA, AND THAT THIS REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION. Signed Registration No. 26433 Barry Morgan, P.E. Date THE INFRASTRUCTURE IMPERATIVE 86200601726-1.DOC �Fq 0 5T$ CONSULTANTS Table of Contents 1.0 PROJECT OVERVIEW...............................................................1 1.1 Project Description................................................................ 1 1.2 Project Scope and Purpose..................................................1 2.0 EXPLORATION AND TESTING PROCEDURES ....................... 3 2.1 Boring Layout and Soil Sampling Procedures ...................... 3 2.2 Groundwater Measurements and Borehole Abandonment.. 3 2.3 Laboratory Testing Procedures ............................................. 4 2.4 Boring Log Procedures and Qualifications ...........................4 3.0 EXPLORATION RESULTS .............................. ........ .................. 5 3.1 Existing Site Conditions........................................................ 5 3.2 Soil Conditions...................................................................... 5 3.3 Groundwater Conditions....................................................... 5 4.0 ANALYSIS AND RECOMMENDATIONS...................................7 4.1 Discussion.............................................................................7 4.2 Grading and Building Preparation ......................................... 7 4.3 Foundations.......................................................................... 8 4.4 Ground Supported Floor Slabs ............................................. 9 4.5 Foundation Wall Drainage and Backfill ................................. 9 4.6 Utility Trench Backfill............................................................. 9 4.7 Appurtenant Structures....................................................... 10 4.8 Pavement Areas.................................................................. 10 4.9 Construction Considerations ............................................... 11 4.10 Winter Construction...........................................................11 4.11 Construction Safety........................................................... 11 4.12 Field Observation and Testing .......................................... 12 4.13 General Qualifications....................................................... 12 5.0 STANDARD OF CARE.............................................................14 IT THE INFRASTRUCTURE IMPERATIVE R6200601726-1.dO Fq P.6 STS CONSULTAN' Degler Site STS Project 200601726 April 21, 2006 1.0 PROJECT OVERVIEW 1.1 Project Description We understand the proposed project will consist of residential development on a 78 -acre parcel of land. This site is located south of the intersection of Lyman Boulevard and Audubon Road in Chanhassen, Minnesota. Based on a preliminary plan provided by Westwood Professional Services, the development is planned to consist of 153 single family residential homes. At the time this report was prepared, final grading information was not available. The recommendations presented in this report should be reviewed and verified upon completion of the grading plan. If necessary, the recommendations may need to be amended in writing. We anticipate that the single family dwellings for the development will have relatively shallow basements, poured concrete bearing walls to grade or first floor level, with wood frame construction above. Structural loads on the perimeter wall footings are usually in the range of 1.2 to 2.5 kips per lineal foot. We anticipate interior column loads will be on the order 25 to 55 kips per individual column. 1.2 Project Scope and Purpose Our services were performed in accordance with the project scope outlined in our proposal dated March 6, 2006. The proposal was authorized by Mr. Steve Logan on March 7, 2006. The purposes of this exploration are to: • Perform a subsurface exploration and testing program consisting of sixteen (16) soil borings to a depth of 20 feet below the existing ground surface. These borings were designated B-1 through B-16. THE 11Nr J37RUCTURE IMPERATIVE 1 fl6200601 T26-1.DM STS CONSULTANTS Degler Site STS Project 200601726 AprJ121, 2006 • Describe the soil and groundwater conditions encountered in our exploration. • Characterize the subsurface conditions with respect to the site geology and the proposed construction. • Analyze the available subsurface information which is applicable to this project. • Present recommendations for development of the site. THE IMF STRUCTURE IMPERATIVE 2 8620060172&1 ppb �► STS CONSULTANT Degler Site STS Project 200601726 April 21, 2006 2.0 EXPLORATION AND TESTING PROCEDURES 2.1 Boring Layout and Soil Sampling Procedures Ryland provided the locations of the sixteen (16) soil borings (B -i to B-16). The approximate boring locations are shown on the Soil Boring Location Diagram in the Appendix. Westwood Professional Services performed the boring staking and provided the surface elevations shown on the individual boring logs. We drilled the borings with an all -terrain drill rig operated by a two person crew. The drill crew advanced the borings using continuous flight hollow stem augers. Detailed descriptions of typical drilling procedures are included in the Appendix. Drilling methods, depths, casing usage, drill rig type, foreman, and other drilling information are indicated on the boring logs_ The drill crew sampled the soil in advance of the auger tip at 2.5 foot intervals of depth to 10 feet and at 5 foot intervals thereafter. The soil samples were obtained using a split - barrel sampler which was driven into the ground during standard penetration tests in accordance with ASTM D-1586, Standard Method of Penetration Test and Split -Barrel Sampling of Soils. An explanation of typical STS drilling and sampling procedures is presented in STS Field and Laboratory Procedures in the Appendix. Recovered soil samples were described on field logs, containerized, and transported to our laboratory for further examination and testing. The field logs also document sample intervals, test data, observations of drilling resistance, groundwater occurrence and other pertinent conditions. 2.2 Groundwater Measurements and Borehole Abandonment The drill crew observed the borings for free groundwater while drilling and after completion. These groundwater observations and measurements are noted on the lower left corner of the boring logs. The crew then backfilled the borings with soil cuttings to comply with Minnesota Department of Health regulations. THE IHPRABTRUCTURE IMPERATIVE 3 - R6200601726-i.DoC �0 STS CONSULTANTS Degler Site STS Project 200601726 April 21, 2006 2.3 Laboratory Testing Procedures The penetration test split -spoon samples were visually examined by a geotechnical engineer to estimate the distribution of grain sizes, plasticity, consistency, moisture condition, color, presence of lenses and seams, and apparent geologic origin. The engineer classified the soils according to the STS Classification System, which is closely based on the Unified Soil Classification System. A chart describing the STS Classification System is included in the Appendix. An explanation of typical laboratory procedures is presented in the Appendix. 2.4 Boring Log Procedures and Qualifications The results of the field and laboratory observations and tests are printed on final boring logs included in the Appendix. Similar soils were grouped into the strata shown on the boring logs, and the appropriate estimated USCS classification symbols were also added. Note that the stratification depth lines between soil types on the logs are estimated based on the available data. In-situ, the transition between soil types may be distinct or gradual in either the horizontal or vertical directions. The soil conditions have been established at our specific test hole locations only. Variations in the soil stratigraphy may occur between and around the borings, the nature and extent of which would not become evident until exposed by construction excavation. These variations must be properly assessed when utilizing the information presented on the boring logs. Additional comments on boring log preparation and qualifications are contained in an Appendix sheet entitled STS Standard Boring Log Procedures. THE INFRASTRUCTURE IMPERATIVE 4 86200601726-1.DOC HE K6 STS CONS ULTAN Degler Site STS Project 200601726 April 21, 2006 3.0 EXPLORATION RESULTS 3.1 Existing Site Conditions This 78 -acre site is located directly south of the intersection between Audubon Road and Lyman Boulevard in Chanhassen, Minnesota. The existing site contains a farmhouse and barn and was previously used for agricultural purposes. According to the USDA Soils Survey, this site contains predominantly clay and Silt topsoil, with areas of peat in adjacent land to the west and south. It contains hilly to rolling fields that generally drain to the south, with some slopes exceeding 30% grades. Elevations on the existing site range between 947.1 feet (on a northern peak) to 864.9 feet (in a southern basin). Boring surface elevations varied between 930.49 feet (B-9) and 879.43 feet (B-16). 3.2 Soil Conditions The topsoil is generally 2 to 4 feet thick throughout the site, although thicknesses ranged between six (6) inches and seven (7) feet. The natural inorganic soils encountered beneath the surficial soils generally consisted of firm to very stiff gray -brown sandy clays with small amounts of gravel. A layer of gray sandy clay extended to the full depth in most of the borings. Borings B3, B-6 and B-10 indicated a sand seam between the two layers of clay. Please refer to the boring logs for the subsurface conditions encountered at each boring location. 3.3 Groundwater Conditions The borings were monitored during and immediately after drilling for the presence and elevation of groundwater. Water levels observed at these times are indicated on the THE INFRASTRUCTURE IMPERATIVE 5 R6200607726.7_60(, �R STS CONSULTANTS Degler Site STS Project 200601726 April 21, 2006 4.4 Ground Supported Floor Slabs The recommended site preparation program will provide appropriate support for the garage and basement floor slabs. If portions of the basement floor slabs are to be finished, and surfaced with vinyl tile, linoleum, or wood flooring, we recommend that a vapor barrier be installed below those floor sections. If a vapor barrier is used, it should be installed in accordance with the recommendations given in the ACI Manual of Concrete Practice, Part 2, Section 302.2.4.1. 4.5 Foundation Wall Drainage and Backfill We recommend that a perimeter drain system be installed around the outside of each basement in this development, in accordance with the provisions of the 2003 International Building Code, Sections 1807.2.2, 1807.3.2 and 1807.4. The backfill around and over the drain pipe should be a free -draining granular material such as 1 inch crushed rock or pea gravel. The poured concrete walls should be thoroughly braced internally prior to backfilling. The exterior finished grade should be sloped positively away from the walls in all directions, to reduce groundwater infiltration into the backfill. Wall backfill should be compacted so that it does not settle after construction, but it should not be over -compacted, because this creates excessive lateral stresses on the walls. Gutters and downspouts should also be installed to direct roof drainage away from foundations. 4.6 Utility Trench Backfill On-site, inorganic clayey sand soil could be used as utility trench backfill above the crown of the utility pipes, provided that the backfill is moisture conditioned as described previously. We recommend that trench backfill be placed at a moisture content within -3% to +2% of the optimum moisture determined from the Standard Proctor compaction test. Backfill above the crown of the pipe should be spread in 6 to 8 inch loose lifts and compacted with appropriate vibratory rolling equipment to at least 95% of the maximum Standard Proctor dry density up to a level of 3 feet below design pavement subgrade, THE INFRASTRUCTURE IMPERATIVE g x6200601726-1.DOC �0 STS CONSLJLTAN Degler Site STS Project 200601726 April 21, 2006 responsibility of the contractor. Reference to this OSHA requirement should be included in the job specifications. The responsibility to provide safe working conditions on this site, for earthwork, building construction, or any associated operations is solely that of the contractor. This responsibility is not borne in any manner by STS Consultants, Ltd. 4.12 Field Observation and Testing We recommend that the earthwork operations for this project be observed and tested by an STS geotechnical engineer or qualified engineering technician to determine if the soil and groundwater conditions encountered are consistent with those anticipated based on our exploration. In the event unsuitable soils are identified in foundation excavations, the soils should be tested to check for adequate bearing conditions. Subgrades for slabs, pavement and new structural fill should be test rolled and unsuitable areas improved. Fill placement and compaction should be monitored and tested to determine that the resulting fill conforms to specified density, strength or compressibility requirements. Structural materials should also be tested for conformance to specifications. STS would be pleased to provide the necessary field observation, monitoring and testing services during construction. 4.13 General Qualifications This report has been prepared to aid in the evaluation of a residential development at this property and to assist the civil engineer in the design of this project. The scope is limited to the specific project and location described herein, and our description of the project represents our understanding of the significant aspects relevant to soils and foundations. In the event that there any changes in the nature, design or location of the project, the opinions and recommendations contained in this report shall not be considered valid unless STS reviews these changes and modifies or verifies the recommendations of this report in writing. We recommend that we be retained to review the project plans and specifications to determine if the recommendations contained in this report have been interpreted in accordance with our intent. Without this review, we will not be responsible THE INFRASTRUCTURE IMPERATIVE 12 R6200601726- 1.DOC STS CONSULTANTS Degler Site STS Project 200601726 April 21, 2006 5.0 STANDARD OF CARE The recommendations and opinions contained in this report are based on our professional judgment. The soil testing and geotechnical engineering services performed for this project have been conducted in a manner consistent with that level of skill and care ordinarily exercised by other members of the profession currently practicing in this area under similar budgetary and time constraints. No other warranty, express or implied, is made. THE INFRASTRUCTURE IMPERATIVE 14 86200601726-1.DOC APPENDIX 1. Boring Location Diagram 2. Boring Logs I STS General Notes 4. STS Soil Classification System 5. STS Field and Laboratory Procedures Subsurface Exploration Field Procedures Field Sampling Procedures Laboratory Procedures 6. STS Standard Boring Log Procedures 7. STS Subgrade Protection Guideline 8. STS Subgrade Stabilization Guideline 9. STS Earthwork Guideline THE INFRASTRUCTURE IMPERATIVE .O STS CONSULTANTS R62006017264.Aoc 9*1:61 NER land Homes LOG OF BORING NUMBER JECT NAME ARCHITECT ENGINEER gler Site CATION UNCONFINED COMPRESSIVE STRENGTN 0 Lyman Blvd., Chanhassen, MN TONWT! , 4 s PLASTIC WATER LIQUID i LIMIT % CONTENT % LIMIT % DESCRIPTION OF MATERIAL i %F ----0-----d a wW Z w w w y 10 20 _0 40 50 O E g e STANDA.,D y w rc SURFACE ELEVATION 1881.6 NGVD z m ® PENETRATION BLOWSIFT. W 20 30 4u 5D 6" TOPSOIL 1 AS Sandy clay, trace rust stains, trace 10 no gravel - gray -brown -stiff to very stiff (CL) HS it 2 SS HS 3 SS 9 * HS 1 4 SS 12 HS 5 SS I 0 HS 1 75.5 6 SS Sandy clay, trace gravel - gray - very stili- (CL) t * HS 1 I 7 SS 20.0 *C ted ene meter End of boring at 20.0 ft. Boring backfilled with soil cuttings. e r u 41 H 6 O it The stratification lines represent the approximate boundary lines between soil types: in situ, the transition may be gradual. VA D ACR BORING STARTED 3120106 srs OFFICE Minneapolis Area - 06 BORING COMPLET ENTERED BYDNI SHEET NO. OF i 3120/06 t 1 u WL RIWOREMANAPP'D BY 575 JOB NO. CME-750lGO RM 200601726 �OWNER ON Ryland Homes LOG OF BORING NUMBER 2 STS Consultants Ltd. PROJECT NAME Degler Site ARCHITECT -ENGINEER SITE LOCATION 1630 Lyman Blvd., Chanhassen, NIN 0= i m® UNCONFINED COMPRESSIVE STRENGTH TONSFT.' 9 5 LL 2 LL ° Q O J F a 1 Z N 0 w DESCRIPTION OF MATERIAL--"�'—'—� PLASTIC WATER LIQUID LIMIT % CONTENT % LIMIT % to 10 JO ao `0 STANDARD PENETRATION RLO'NSIFT. tD 111 b aD SD SURFACE ELEVATION •888.1 NGVD 1 AS 12" TOPSOIL Sandy Uay, trace gravel and rust stains - gray -brown - firm to stiff - (CL) 10.0 1 4 9 u 1 13 2 HS SS 3 4 HS SS HS SS HS 5 SS Sandy clay, trace gravel, rust seams - gray - firm to stiff - (CL) 15.5 �24 1 1 1 I HS 6 SS Sandy clay, trace gravel - gray- very stiff- (CL) 19.0 0 1 I 22 HS - Silty sand, trace clay - gray - saturated - medium dense - (SM) End of boring at 20.0 ft. Boring backfilled With soil cuttings. `Cal bratetl Penetr xTatter The stratification lines represent the approximate boundary lines between soil types: in situ, the transition may be gradual. 19 ft. WS BORING STARTED 3120106 STS OFFICE Minneapolis Area - 06 WL 7.2 tL BCR BORING COMPLETED 3120/06 ENTERED BY DN SHEET NO. OF 1 1 WL RIGIFOREMAN CME-7501GD APP'D BY RM STS JOB NO 2DO601726 OWNER LOG OF BORING NUMBER 3 61 Pq Ryland Homes PROJECT NAME ARCHITECT -ENGINEER STS ConsulMnls Ltd. Degler Site SITE LOCATION <>UNCONFI IED COMPRESSIVE STRENGTH 1630 Lyman Blvd., Chanhassen, MN TI & 2 a 4 s 4 U PLASTIC WATER LIOUIO 0 2: LL LIMIT % CONTENT % LIMIT X w y DESCRIPTION OF MATERIAL rt O Z T -----0-----p U a w w w m w > 10 20 50 40 _0 w E F 0 W rc r C '` STANDARD H y SURFACE ELEVATION .910.0 NGVD i J ® PENETRATION BLOws/FT 10 20 30 40 W — TOPSOIL -Organic clay - black - (OL) t AS HS — 2 SS 11 HS Sandy clay, trace gravel, organics and rust stains - gray -brown - firm to stiff - (CL) 1 3 SS d i 0 HS 60 4 SS Gravelly sand, trace silt and rust stains - brown - wet -�14 medium dense - (SP) HS .'. 70.0 Clayey sand, trace gravel - yellow-brown - medium dense 5 SS -(SC) 14 12.5 Sandy clay, trace gravel - gray - stiff - (CL) HS I I 6 SS 1 I 13 HS I 1 7 SS ®1 20.0 *Cal brated Peneb meter End of boring at 20.0 ft. Boring backfilled with soil cuttings. e VI F N 6 U n 6 The stratification lines represent the approximate boundary lines between soil types: in situ, the transition may be gradual. `3 BORING STARTED STS OFFICE 6 0 ft. Ws 3120106 Minneapolis Area • 06 '9 7.6 tL BCR BORING COMPLETED ENTERED BY SHEET NO. OF i 3120106 DN 1 1 YW1.RIGIFOREMAN APPD BY STS JOB NO. XI CME-7501GD RM 200601726 OWNER LOG OF BORING NUMBER 4 Ryland Homes 1 PROJECT NAME ARCHITECT-ENGINEER srS Cunwhants Ltd. Degler Site SITE LOCATION ^ UNCONFINED COMPRESSIVE STRENGTH 1630 Lyman Blvd-, Chanhassen, MN TONT D 4 s LL w U PLASTIC WATER LIQUID z O w LIMIT % CONTENT% LIMITX i Q o '> w DESCRIPTION OF MATERIAL o- X---- ----tl i > z o s ID 2D w 50 o 2. O >``. STANDARD SURFACE ELEVATION -894.3 NGVD h rc m 10 PENETRATION BLOW;.IFT � to zo w eD sa 2` TOPSOIL 1 AS Sandy clay, trace gravel and rust stains- brown-gray - stiff to very stiff - (CL) HS 9 2 SS HS 3 SS 1 HS 4 SS I 1f HS 5 SS I HS I f 6 Ss 6,14 HS 7 SS ®32 9.8 Silty fine to medium sand, trace gravel and Gay - -Cal braced enet meter ellow-brown - wet - dense - SP-SM End of boring at 20.0 It. L Boring backfilled with soil cuttings. lines represent the approximate boundary lines between soil types: in situ, the transition may be gradual. VA. 19-6 fL WS BORING STARTED 7121106 STS OFFICE Minneapolis Area - 06 BORING COMPLETED SHEET NO. OF7121/06RIGIFOREMANBY ;E��EREDDN STs JOB NO. CME-750143D RM 200601726 I(,�♦ Ryland Homes LOG OF BORING NUMBER 5 1 PROJECT NAME ARCHITECT -ENGINEER STS Consultants Ltd. Degler Site SITE LOCATION UNCONFINED COMPRESSIVE STRENGTH 1630 Lyman Blvd., Chanhassen, MN TONWT.' < S LL PLASTIC WATER LIQUID z LIMIT % CONTENT % LIMIT % i o a a OESCRiPTION OF MATERIAL ----�-----d a r ww w 10 20 w as O Oy STANDARD PENETRATION BLOWSffT Y E E U m y H f 10 20 w 40 50 TOPSOIL -Organic Uay - black - (OL) 1 AS HS 2 SS = Q HS 1 3 SS _— 10 .B HS Silty clay, trace to little organics - dark brown - stiff- (CL) I 6S Sandy clay, trace gravel and rust stains - brown -gray - soft to stiff - (CL) HS I 5 SS y6 v�I HS I 6 SS I I 9 HS 7 SS 1 20.0 •l Caoratedeneft 3nneter End Of boring at 20.0 ft. Boring backfilled with soil cuttings. d n s The stratification lines represent the approximate boundary lines between soil types: in situ, the transition may be gradual. WL STS OFFICE OIIS Area • O6 Minneapolis � DACR BORING STARTED 3/21!06 BORING COMPLETED ENTEREODBN SHEET NO. OF 3/21106 1 1 RIOVFOREMAN APPD BY STS JOB NO CME-7501GO RM 200601726 OWNER LOG OF BORING NUMBER 6 � EN Ryland Homes PROJECT NAME ARCHITECT -ENGINEER STs (DOOsultznta ud. Degler Site SITE LOCATION UNCONFINED COMPRESSIVE STRENGTH 1630 Lyman Blvd., Chanhassen, MN TONSIFT., 3 . B C PLASTIC WATER LIQUID 2 z LIMIT % CONTENT % LIMIT % o a m DESCRIPTION OF MATERIAL ---� X-----4—iF z 10 20 00 40 SO a i a o a LL �. STANDARD < rc SURFACE ELEVATION +915.3 NGVD m z m ® PENETRATION SLOWSTT 10 20 00 40 50 12" TOPSOIL 1 AS Sandy clay, trace gravel and rust stains - gray -brown - stiff to firm - (CL) HS 2 SS * 9 HS 1 3 SS A6 I HS 4 SS 6 1 HS 11.0 9 Silty sand - gray -brown - saturated - loose - (SM) 12.5 Sandy clay, trace gravel - gray - stiff - (CL) HIS 1 6 SS I I I 1 7 HS SS 20.0 *Cal braled Penetr 3meter End of boring at 20.0 R. Boring backfilled with soil cuttings. 0 L2 N H N 1 L7 b The stratification lines represent the approximate boundary lines between soil types: in situ, the transition may be gradual. 5 WL 'o t0 ft. WS BORING STARTED STS OFFICE Minnaapolla Area - 06 3/21/06 J WL BORING COMPLETED ENTERED BY SHEET NO. OF z 3/21/06 DN I 1 1 X WL RIGIFOREMAN APPTI BY STS JOB NO. CME-750IGD RM 200601726 OWNER LOG OF BORING NUMBER % Ryland Homes 1 PROJECT NAME ARCHITECT -ENGINEER STS Consultants Ltd. Degler Site SITE LOCATION UNCONFINED COMPRESSIVE STRENGTH 1630 Lyman Blvd„ Chanhassen, MN TONSIFT2 5 tj PLASTIC WATER LIQUID z 0 LIMIT% CONTENT% LIMIT% W DESCRIPTION OF MATERIAL X_----e----moi to 20 n ac W STANDARD m an y rc SURFACE ELEVATION +925.0 NGVD m ®PENETRATION alOWs/FT . 10 20 3040 50 9" TOPSOIL I AS Sandy clay, trace gravel and rust stains - gray -brown - stiff - (CL) HS 2 SS ba 12 T x HS 1 1 3 SS gt x HS I 9 SS 113 F�I HS I 5 SS �1 1 1 HS I 6 SS 1 I �t HS I I 7 SS I 1 20.0 *Ca brated Peneb imeter End of boring at 20.0 ft. Boring backfilled with soil cuttings. s i The stratification lines represent the approximate boundary lines between soil types: in situ, the transition may be gradual. WL D ACR BORING STARTED 3/y1106 STS OFFICE Minneapolis Area • 06 WL BORING COMPLETED ENTERED BYSHEET NO. OF 3121108 DN 1 1 WL RIGIFOREMON APPS BY STS JOB NO. CME-7501GD RM 200601726 �► " OWNER Ryland Homes LOG OF BORING NUMBER 6 PROJECT NAME ARCHITECT-ENGINEER 1 STSComuaants Ltd. Degler Site SITE LOCATION 1630 Lyman Blvd., Chanhassen, MN p ToNSON�F NEDCOMPRESSIVE STRENG H I 2 ] a s 2 2 PLASTIC WATER LIOUID LL LIMIT % CONTENT % LIMIT % p g d m DESCRIPTION OF MATERIAL X-----•-----p r > z r o 10 20 JD an 50 a w i a 0 o ti F L`. STANDARD rc SURFACE ELEVATION .898.5 NGVD Z m ® PENETRATION SLOWSITT 10 20 30 40 50 t AS FILL: Sandy clay, trace gravel - light brown - (CL) 2.0 HS Sandy clay, trace gravel, rust stains -gray-brown - firm to very stiff- (CL) 2 SS 0L T 8 . HS I I 3 SS 8 HS i 4 SS I HS 5 SS HS I 1 6 SS I t 3 HS I 7 SS I 12 0.0 End of boring at 20.0 4. 'Cal hrated eneV meter g Boring backfilled with soil cuttings. S e The stratification lines represent the approximate boundary lines be soil types: in situ, the transition may be gradual. 1ING D ACR BORSTARTED STS OFFICE 3/21/06 Minneapolis Area .06 wL BORING COMPLETE 3121/06 ENTERED N SHEET NO. OF w< 1 1 RIGIFOREMAN CME-750/GD A D BY STS JOB NO. RM 200607726 i r I, 1I Ryland Homes �r ouruNu NUMBLN 9 1 STS OFFICE PROJECT NAME ARCHITECT -ENGINEER Minneapolis Area - 06 sTs c°nseaanrs Un. Degler Site I BORING COMPLETED20/06 517E LOCATION SHEETNO. OF 1630 Lyman Blvd., Chanhassen, MN vL ETON T., EDCOMPRESSIVE STRENGTH BY STS J0B NO. CME-750/GD RM _ ~ W 4 PUSnc WATER LIQUID F o 0 c DESCRIPTION OF MATERIAL LWfT % CONTENT % LIMIT % X----- -----p W W W o w 4 } 10 V :A OJ 50 STANDARD ® PE TRA 11 N eLowsFr. F F o o W m rc SURFACE ELEVATION +930.5 NGVD ~ `" m 9" TOPSOIL 10 20 w 4o so 7 AS Sandy Gay, trace gravel, rust stains - gray -brown - stiff - (CL) 2 3 ISS 19S17 I 13 I I .0 ..•or, o o.,c ylevn enu Iu5[ 5[a1OS - gfay QrDWn - \ 7 SS very stiff - (CL) 21 * Cal brated Penet, meter End of boring at 20.0 R. Boring backfAled with soil cuttings. The stratification lines represent the approximate boundary lines between sna wn.e - ;e tea.. rhe •.�....:,.., __.. .. 1 WL Dry ACR BORING STARTED STS OFFICE 3/20/06 Minneapolis Area - 06 wL I BORING COMPLETED20/06 ENTERED SHEETNO. OF 1 1 vL RIG/FOREMANAPPY BY STS J0B NO. CME-750/GD RM 200fi01726 0 u N r 'a u u ' OWNER LOG OF BORING NUMBER 10 Ryland Homes 1 PROJECT NAME ARCHITECT -ENGINEER sncom:mtaml:ua Degler Site SITE LOCATION UNCONFINED COMPRESSIVE STRENGTH 1630 Lyman Blvd., Chanhassen, MIN TONS*T'2 3s _ ~ PLASTIC WATER LIOWO _ O LIMIT% CONTENT % LIMIT % �°- o u r DESCRIPTION OF MATERIAL — ---� — — — — W z ID w w w w ¢ r D a a a 0! m STANDARD ® TION oLCV fir. m A T SURFACE ELEVATION -903.7 NGVD y �PENET 9" TOPSOIL 1 AS Sandy day, trace gravel, rust stains, and fine roots -gray brown- firm to stiff - (CL) 2.5 HS 2 SS 1 j 5.0 HS 3 SSI t , HIS i 4 SS HS 20 5 SS 11.2 Fine sand - brown -gray - wet- medium dense - (SP) 1 1 1 HS 1 1 30 6 SS HS 18.0 Sandy Gay, trace gravel - gray -brown -very stiff -(CL) 3 7 SS r 20.0 *Cal orated Penetr meter End of boring at 20.0 ft. Boring backfilled with soil cuttings. The stratification lines represent the approximate boundary lines between soil types: in situ, the transition may be gradual. VK BORING STARTED STS OFFICE Minneapolis Area - 06 U ACR 51Y0108 VA BORING COMPLETED) ENTERED BY SHEET NO. OF 3120106 ON 1 1 VA RIGIFOREMAN APPD BY STS JOB NO. CME -760143D RM 200601726 k:611 Ryland Homes LOG OF GORING NUMBERPROJECT NAME ARCHITECT-ENGINEER sTs Consultants Ltd. Degler Site SITE LOCATION 1630 Lyman Blvd., Chanhassen, MN � UrICOHFINED COMPRESSIVE STRENGTH TONS**,' 1 2 3 a s — 2 2 PLASTIC WATER LIQUID o DESCRIPTION OF MATERIAL LIMIT% CONTENT% LIMIT% X-----•-----p z r o 10 20 b 40 SD h H H e SURFACE ELEVATION •882.4 NGVD m STANDARD ® PENETRATION BLOWSI T. 26" TOPSOIL 10 20 30 .0 S0 1 AS Sandy day, trace gravel and rust stains, trace organics - HS gray-brown - stiff - (CL) 2 SS 9 HS 5.0 Sandy clay, Irate gravel and rust stains -brown-gray - 3 SS stiff - (CL) * 10 HS 4 SS HS 5 SS I 9 * HS 15.5 I 6 SS Sandy clay, trace gravel - gray - stiff - (CL) HS 7 SS ®24 20.0 End of boring at 20.0 ft. * Ca bra led enemeter Boring backfilled with soil cuttings. n 7 The stratification lines represent the approximate boundary lines between soil types: in situ, the transition may be gradual. WIL i D ACR BORING STARTED 3/20!06 STS OFFICE Minneapolis Area • 06 �- BORING COMPLETE3D/20/Oe ENTEREDDBy SHEET NO. OF RIWOREMAN CME-760/GD APP'D BY RM 1 1 STS JOB NO. 1 200601726 FINI-0 OWNER Ryland Homes LOG OF BORING NUMBER 12 PROJECT NAME ARCHITECT -ENGINEER STs consuaares Lick Degler Site SITE LOCATION 1630 Lyman Blvd., Chanhassen, MN ^ UNCONFINED COMPRESSIVE STRENGTH VTOPIWTz , , s u PLASTIC WATER LIQUID ~ w 2 LIMIT % CONTENT % LIMIT % F w DESCRIPTION OF MATERIAL X ----- -----r9 i y w w p r to 20 00 - so o a a o p wSTANDARD m m w rc = m ® PENETRATION 81.0 PT SURFACE ELEVATION +923.6 NGVD 10 20 W 40 so 6" TOPSOIL 1 AS Sandy clay, trace gravel and rust stains - gray -brown - stiff -(CL) HS SS 10 2 HS 3 SS 1 12 HS 4 SS 14 HS t 1.0 21 Sandy Uay, trace gravel -gray -verystiff - (CL) A HS I 1 6 SS I 7 I I 1 ® r 8 HS 7 SS 20.0 •Ca l brated Perieft Intater End of boring at 20.0 fl. Boring backfilled with soil cuttings. The stratification lines represent the approArnate boundary lines between soil types: in situ, the transition may be gradual. WL D ACR BORING STARTED 3/20106 STS OFFICE Minneapolis Area - 06 WIL BORING COMPLETED120166 ENiEREODBN SHEET NO. OF ' 1 RICIFOREMAN APPO BY STS JOB NO CME -7501121D RM 200601726 OWNER Ryland Homes LOG OF BORING NUMBER 13 1 PROJECT NAME ARCHITECT-ENGINEER STs consultants Ltd. Degler Site SITE LOCATION 1630 Lyman Blvd., Chanhassen, MN .d UNCONFWEO COMPRESSIVE STRENGTH TONS tV T4 s 4_ u PLASTIC WATER LIQUID Fr ' N DESCRIPTION OF MATERIAL LIMIT Is CONTENT % LIMIT % )E------4-----p i > ¢¢ � a w v w a i a 0 10 20 W 40 50 E f U SURFACE ELEVATION +910.0 NGVD O LL ~. z STANDARD ® PENETRATION SLOW T _— TOPSOIL - Organic Gay - black - (OL) m 1p p m ap w AS HS — 2 SS 10 — .5 HS Sandyclay, trace gravel and rust stains - gray-brown - firm to stiff - (CL) 3 SS S HS 1 4 SS HS 5 SS 0 HS 15.0 Sandy clay, [race gravel -gray -stiff - (CL) t 6 SS 9 HS 7 SS 11 20.0 End of boring at 20.0 ft. *Cal rated Penetr meter g Boring backfilled with soil cuttings. r t�5 N 1 7 e The stratification lines represent the approximate boundary lines between soil types: in situ, the transition may be gradual. + p 18 ft WS BORING STARTED 7120106 STS OFFICE Minneapolis Area - 06 � y BORING COMPLETED ENTERED BY SHEET NO. OF Wt BORING T 1 CME-760/GD APPD BY RM sTs JOB NO 200601726 OWNER LOG OF BORING NUMBER 1Q Ek,_64 Ryland Homes PROJECT NAME ARCHITECT -ENGINEER STS Cunsuanr.ts Lia Degler Site SITE LOCATION UNCONFINED COMPRESSIVE STRENGTH 1630 Lyman Blvd., Chanhassen, MN TONSIFT.z D . s LL V PLASTIC WATER LIQUID — 2 LIMIT % CONTENT % LIMIT % o i DESCRIPTION OF MATERIAL "-----"'� y 10 2C 00 40 50 w o w ¢ w ¢ j w o LL STANDARD ¢ i a ® PENETRATION BLOWS/fT SURFACE ELEVATION +897.7 NGVD w ti a 10 20 30 .0 5o 9" TOPSOIL I AS Sandy clay, trace gravel and rust stains - yellow-brown - sliff - (CL) HS 2 SS ti I 1 HS 7 SS �t HS 6.5 1_24_ Sandy clay, trace gravel - gray - very stiff to stiff- (CL) HS 5 SS 1 I HS I I 6 SS �f I 1 HS 7 Ss 20.0 •Calbrated enetr ate End of boring at 20.0 ft. i I i I i I i Boring backfilled with soil cuttings. The stratification lines represent the approximate boundary lines between soil types: in situ, the transition may be gradual. BORING STARTED STSOFFICE Minneapolis Area -06 Dly ACR 3120/06 WL BORING COMPLETED ENTERED BYSHEET NO. OF 3120106 ON 1 1 WL RIGIFOREMAN APPD BY STS JOB NO. CME-7501GD RM 1 200601726 8 0 0 0 Ryland I LOG OF BORING NUMBER 15 and Homes IPpn sTs Consultants ue. I Degler Site a O SITE LOCATION 1630 Lyman Blvd., Chanhassen, MN Q, TONONTMED COMPRESSI VE STRENGTH 1 2 J 4 5 ZPLASTIC WATER LIQUID LIMIT % CONTENT % LIMIT % DESCRIPTION OF MATERIAL--------� w x 40 w r $TAND.ARO .`n a SURFACE ELEVATION .883.3 NGVD z " m ® PENETRATION BLOWSIFT 18" TOPSOIL to 20 x 40 5 0 I AS Sandy clay. [race gravel, rust stains - brown -gra Y -stiff - (CL) HS 1 SS HS 3 SS 14 HS 4 SS I i1 HS 1 5 SS 14 * 1 HS HS I 150 I Sandy Uay, trace gravel - gray - stiff to very stiff - (CL) I 6 SS �1 HS 1 7 SS01 1 20.0 End of boring a[ 20.0 R *Cal brated PeneV meter Boring backfilled with soil cuttings, 3 i The stratification lines represent the approximate boundary lines between soil types: in situ, the transition may be gradual. VA D ACRBORING STARTED 3/21/06 STS OFFICE Minneapolis Area - 06 YA BORING COMPLETED 3/21106 ENTERED BY SHEET NO. OF WL DN 1 1 RIGIFOREMAN CME-750/GD APPD BY STS JOB NO 1 RM 200601726 C�OWNER Ryland Homes LOG OF BORING NUMBER 16 PROJECT NAME ARCHITECT -ENGINEER STs Conswuna Ltd. kegler Site SITE LOCATION uN FWEO COMPRESSIVE STRENGIN 1630 Lyman Blvd., Chanhassen, MN TONYFT2 T 4 5 ~ °I V PUSTN WATER LIOUID LIMIT% CONTENT %LWIT% u a DESCRIPTION OF MATERIAL X_ — w Z w w¢ r- t0 20 w .0 50 J u O L STANOARD a ti rc SURFACE ELEVATION +879.4 NGVD Iz " ® PENETRATION BLOWSIFT. t0 XI w 40 50 _— TOPSOIL -Organic Uay -black - (OL) I AS HS — 12 2 SS HS — 5.1 � Sandy clay, trace gravel and rust seams - brown -gray - i 3 SS firm to stiff - (CL) .6 HS 1 4 SS t0 HS I 5 SS �73 1 HS 1 I 1 15.0 1 SandyClay, trace gravel - gray. stiff _(CL) 6 SS 12 HS 1 1 7 SS 12 20.0 * Cal braled Pene meter End of boring at 20.0 ft. m Boring backfilled with soli cuttings. _e 0 co w 6 (7 V n The stratification lines represent the approximate boundary Nees between sow types: in situ, the transition may be gradual. D ACR BORING START® 3/21106 STS OFFICE Minneapolis Area -06 BORING COMPLETED ENTEREDDN SHE E7 No. OF ' ' VA RIGJFOREMAN APPD BY STS JOB No. ° CME-7601GD RM 1 200601726 STS General Notes DRILLING & SAMPLING SYMBOLS - SS: Split Spoon 1.3/8" I.D. 2" O.D. Unless otherwise noted ST: Shelby Tube -2" O.D. Unless otherwise noted PA: Power Auger DB: Diamond Bit -NX, BX, AX AS: Auger Sample JS: Jar Sample VS: Vane Shear OS : Osterberg Sampler HS :Hollow Stem Auger WS: Wash Sample FT : Fish Tail RB : Rock Bit BS: Bulk Sample PM : Pressuremeter Test GS: Giddings Sampler Pi_ STS CONSuLTANTE Standard "N Penetration: Blows per toot of a 140 pound hammer falling 30 inches on a 2 inch O.D. split spoon sampler, except where otherwise noted. WATER LEVEL MEASUREMENT SYMBOLS• (200 mm to 75 mm) Little 10-19 Gravel WL : Water Level WCI Wet Cave In WS : While Sampling DCI Dry Cave In WD : While Drilling BCR Before Casing Removal AB : After Boring ACR After Casing Removal Water levels indicated on the boring logs are the levels measured in the boring at the time indicated. In Pervious soils, the indicated elevations are considered reliable groundwater levels. In impervious soils, the accurate determination of groundwater elevations may not be possible, even after several days of observations; additional evidence of groundwater elevations must be sought. GRADATION DESCRIPTION AND TERMINOLOGY: Coarse grained or granular soils have more than 50% of their dry weight retained on a #200 sieve; they are described as 'boulders, cobbles, gravel or sand. Fine grained soils have less than 50% of their dry weight retained on a #200 sieve; they are described as clay or clayey silt if they are cohesive and silt if they are non -cohesive. In addition to gradation, granular soils are defined on the basis of their relative in- place density and fine grained soils on the basis of their strength or consistency and their plasticity. Description of Other Major Component of Components Sample Size Range Present in Sample Percent Dry Weight Boulders Over 8 in. (200 mm) Trace 1-9 Cobbles 8 inches to 3 inches CONSISTENCY OF COHESIVE SOILS: Unconfined Compressive Strength, Qu, tsf Consistency <0.25 0.25-0.49 0.50-0.99 1.00-1.99 2.00-3.99 4.00-8,00 >8.00 Very Soft Soft Medium (firm) Stift Very Stiff Hard Very Hard RELATIVE DENSITY OF GRANULAR SOILS: N -Blows per toot 0-3 4-9 10-29 30-49 50-80 >80 Relative Density Very Loose Loose Medium Dense Dense Very Dense Extremely Dense (200 mm to 75 mm) Little 10-19 Gravel 3 inches to #4 sieve (75 mm to 4.76 mm) Some 20-34 Sand #4 to #200 sieve (4.76 mm to 0.074 mm) And 35-50 Silt Passing #200 sieve (0.074 mm to 0.005 mm) Clay Smaller than 0.005 mm CONSISTENCY OF COHESIVE SOILS: Unconfined Compressive Strength, Qu, tsf Consistency <0.25 0.25-0.49 0.50-0.99 1.00-1.99 2.00-3.99 4.00-8,00 >8.00 Very Soft Soft Medium (firm) Stift Very Stiff Hard Very Hard RELATIVE DENSITY OF GRANULAR SOILS: N -Blows per toot 0-3 4-9 10-29 30-49 50-80 >80 Relative Density Very Loose Loose Medium Dense Dense Very Dense Extremely Dense STS Soil Classification System"' `► norganic silt and very line STS Consultants sand, rack flour, silty or clayey fine sand or dayrya Malar Group c sill with slight plasticity Divisions S mbats Typical Names Laboratory Classification Criteria Inorganic clay of low to cWall—graded. u �;� grovel, GW gravel—sand mixtures, little l Cu= ppgreoter than 4; Cc= elween 1 h 3 medium plasticity, gravelyoday. P C no fines Dm s 0.6' Vis ` V ° aY Pearly graded grovel,_ n E lean dayDL o ^ GP gr°•cl—sand mixtures, ^ Not meeting all gradation rsquiremenis r V Tittle or no Tinea — ? _'o 002 r. V O N Uta o SBtY gravel, grovel—sand— Y ° z 'A' jd7 4:�fi,ne silly day Of IOw plaallClty Y GM silt mixtures ` '[ Allerberg limits below "A' d o u o `o c i y line or PI less than 4 Above l z c Y cP` " P PI between or diatomaceous fine Bondy o o— `Y iore borderiru or silty soils, elastic alt— `o _ I`is E ° o o. i mm cases requi n GC Clayey gravelgravel—sand— ° : ` Aflerberg limits above "A of dual sym o U a cloy mixtures a ;, u line or PI greater than 7 A QC _ NN VO a " L L n ass UUi 1 C "� 1 e` —u SW Well—graded sand, gravelly sand, little fine. 0 3� `o Y u tarso C z RTgreater than 6; Cc= Deo between 1 & 3 u a, Y ^ o or no Dio Dw x D. o O 0 ^c° AII v`Y PT U E Y e'5.6 s o e o c U 3 SP Poary graded sand. gravelly o a a . ° sand, little w no fines ., n v'a Not meeting as gradation requirements for SW o t a d p u t c a c u Y T e U G c i v r L O° Silty 4and, sand—Milt SM O P yr N `o Atlerberg limits below "A" cE E ^ W o mixtures n " n ^ c c c Limits plotting in line or PI less than 4 c° ° —o Sec o or Yc o $$.- hatched zone with PI e E v u w e o between 4 and 7 are bardertine ° __ ^ ° Clayey sand, sand—eta 5C mixturss y o. H �2. oo.y cases requiringuse Allerber limits above 'A' of dual symbols fine Pl a or greater than 7 Plasticity Chart (a) Liquid Limit (LL) 1) See SIS Geneses! Notes for component gmdation terminology, consistency of cohesive sols and relative density of granular sols. Z) Reference; Unified Sol Classification System 3) 80rdsrlins classifications, used for axlepossessing ehometerlstks of two groups, are designated by combinations of group symbols. For example: GW—GC, wall—grotls0 gravel—sand mixture with day binder. w Wt+t\ she sot aAm tci smt Lees norganic silt and very line ML sand, rack flour, silty or clayey fine sand or dayrya 5( c sill with slight plasticity Inorganic clay of low to CL medium plasticity, gravelyoday. 5L sandy day. silty nday. lean dayDL Organic silt and organic .� 40 4:�fi,ne silly day Of IOw plaallClty u Inorganic sift, rnicaceoua 30 MH or diatomaceous fine Bondy or silty soils, elastic alt— _ I`is 20 CH Inorganic clay of high E' Plasticity, fat clayo0Organic clay of medium to ID C ,y high Plasticity, organic silt 7 $ 4 AII ZR PT Peal and other highly 01 s o e organic sod Plasticity Chart (a) Liquid Limit (LL) 1) See SIS Geneses! Notes for component gmdation terminology, consistency of cohesive sols and relative density of granular sols. Z) Reference; Unified Sol Classification System 3) 80rdsrlins classifications, used for axlepossessing ehometerlstks of two groups, are designated by combinations of group symbols. For example: GW—GC, wall—grotls0 gravel—sand mixture with day binder. w Wt+t\ she sot aAm tci smt Lees STS Field and Laboratory Procedures SUBSURFACE EXPLORATION FIELD PROCEDURES Hand -Auger Drillin FIA P1:61 STS CONSULTANT In this procedure, a sampling device is driven into the soil by repeated blows of a sledge hammer or a drop hammer. When the sampler is driven to the desired sample depth, the soil sample is retrieved. The hole is then advanced by manually turning the hand auger until the next sampling depth increment is reached. The hand auger drilling between sampling intervals also helps to clean and enlarge the borehole in preparation for obtaining the next sample. Power Auger Drilling (PA) In this type of drilling procedure, continuous flight augers are used to advance the boreholes. They are turned and hydraulically advanced by a truck, trailer or track -mounted unit as site accessibility dictates. In auger drilling, casing and drilling mud are not required to maintain open boreholes. Hollow Stem Auger Drilling (HSI In this drilling procedure, continuous flight augers having open stems are used to advance the boreholes. The open stem allows the sampling tool to be used without removing the augers from the borehole. Hollow stem augers thus provide support to the sides of the borehole during the sampling operations. Rotary Drilling (RBI In employing rotary drilling methods, various cutting bits are used to advance the boreholes. In this process, surface casing and/or drilling fluids are used to maintain open boreholes. Diamond Core Drillin- (DB) Diamond core drilling is used to sample cemented formations. In this procedure, a double tube (or triple tube) core barrel with a diamond bit cuts an annular space around a cylindrical prism of the material sampled. The sample is retrieved by a catcher just above the bit. Samples recovered by this procedure are placed in sturdy containers in sequential order. M THE INFRASTRUCTURE IMPERATIVE STS Field and Laboratory Procedures kP STS CONSULTANT; FIELD SAMPLING PROCEDURES Auger Sampling (AS) In this procedure, soil samples are collected from cuttings off of the auger flights as they are removed from the ground. Such samples provide a general indication of subsurface conditions; however, they do not provide undisturbed samples, nor do they provide samples from discrete depths. Split -Barrel Sampling (SS) - (ASTM Standard D-1586-99) In the split -barrel sampling procedure, a 2 -inch O.D. split barrel sampler is driven into the soil a distance of 18 inches by means of a 140 -pound hammer falling 30 inches. The value of the Standard Penetration Resistance is obtained by counting the number of blows of the hammer over the final 12 inches of driving. This value provides a qualitative indication of the in-place relative density of cohesionless soils. The indication is qualitative only, however, since many factors can significantly affect the Standard Penetration Resistance Value, and direct correlation of results obtained by drill crews using different rigs, drilling procedures, and hammer -rod -spoon assemblies should not be made. A portion of the recovered sample is placed in a sample jar and returned to the laboratory for further analysis and testing. Shelby Tube Sampling Procedure (ST) ASTM Standard D-1587-94 In the Shelby tube sampling procedure, a thin-walled steel seamless tube with a sharp cutting edge is pushed hydraulically into the soil and a relatively undisturbed sample is obtained. This procedure is generally employed in cohesive soils. The tubes are identified, sealed and carefully handled in the field to avoid excessive disturbance and are returned to the laboratory for extrusion and further analysis and testing. Giddings Sampler (GS) This type of sampling device consists of 5 -foot sections of thin-wall tubing which are capable of retrieving continuous columns of soil in 5 -foot maximum increments. Because of a continuous slot in the sampling tubes, the sampler allows field determination of stratification boundaries and containerization of soil samples from any sampling depth within the 5 -foot interval. THE INFRABTRUCTURE IMPERATIVE STS Field and Laboratory Procedures STS CONSULTANTS LABORATORY PROCEDURES Water Content Mc The water content of a soil is the ratio of the weight of water In a given soil mass to the weighi of the dry sail. Water content is generally expressed as a percentage: Hand Penetrometer (QP) In the hand penetrometer test, the unconfined compressive strength of a soil is determined, to a maximum value of 4.5 tons per square foot (tsf) or 7.0 tsf depending on the testing device utilized, by measuring the resistance of the soil sample to penetration by a small, spring - calibrated cylinder. The hand penetrometer test has been carefully correlated with unconfined compressive 'strength tests, and thereby provides a useful and a relatively simple testing procedure in which soil strength can be quickly and easily estimated. Unconfined Compression Tests (Qu) In the unconfined compression strength test, an undisturbed prism of soil is loaded axially until failure or until 201Y. strain has been reached, whichever occurs first. Dry Density (Yd1 The dry density is a measure of the amount of solids in a unit volume of soil. Use of this value is often made when measuring the degree of compaction of a soil. Classification of Samples In conjunction with the sample testing program, all soil samples are examined in our laboratory and visually classified on the basis of their texture and plasticity in accordance with the STS Soil Classification System which is described on a separate sheet. The soil descriptions on the boring logs are derived from this system as well as the component gradation terminology, consistency of cohesive soils and relative density of granular soils as described on a separate sheet entitled "STS General Notes". The estimated group symbols included in parentheses following the soil descriptions on the boring logs are in general conformance with the Unified Soil Classification System (USCS) which serves as the basis of the STS Soil Classification System. THE INFRASTRUCTURE IMPERATIVE STS Standard Boring Log Procedures P STS CONSULTANT! STS STANDARD BORING LOG PROCEDURES In the process of obtaining and testing samples and preparing this report, standard procedures are followed regarding field logs, laboratory data sheets and samples. Field logs are prepared during performance of the drilling and sampling operations and are intended to essentially portray field occurrences, sampling locations and procedures. Samples obtained in the field are frequently subjected to additional testing and reclassification in the laboratory by experienced geotechnical engineers, and as such, differences between the field logs and the final logs may exist. The engineer preparing the report reviews the field logs, laboratory test data and classifications, and using judgment and experience in interpreting this data, may make further changes. It is common practice in the geotechnical engineering profession not to include field logs and laboratory data sheets in engineering reports, because they do not represent the engineer's final opinions as to appropriate descriptions for conditions encountered in the exploration and testing work. Results of laboratory tests are generally shown on the boring logs or are described in the text of the report, as appropriate. Samples taken in the field, some of which are later subjected to laboratory tests, are retained in our laboratory for sixty days and are then discarded unless special disposition is requested by our client. Samples retained over a long period of time, even in sealed jars, are subject to moisture loss which changes the apparent strength of cohesive soil, generally increasing the strength from what was originally encountered in the field. Since they are then no longer representative of the moisture conditions initially encountered, observers of these samples should recognize this factor. THE INFR STRICTURE IMPERATIVE STS Subgrade Protection Guideline Care should be exercised to minimize disturbance and degradation of subgrade soils for foundations, slabs -on -grade, pavements and areas to be filled. Water should not be allowed to pond on the surface of exposed subgrade soils, as this could cause a softening of the subgrade, particularly when subjected to construction traffic. Disturbed or softened subgrade soils should be removed to a suitable undisturbed subgrade prior to fill or concrete placement. Wet subgrade conditions may result from precipitation, runoff and groundwater seepage through excavation walls and bottom. Precipitation risk can be minimized by scheduling construction for drier seasons. The subgrade should be sloped to drainage ditches and sumps to minimize water accumulations. Runoff from adjacent areas should be eliminated by use of berms and ditches to channel water away. Groundwater seepage may be minimized by use of dewatering systems such as wells and/or groundwater isolation systems such as cutoff walls or trenches. Dewatering wells and/or groundwater isolation systems are recommended where upward seepage is likely to cause the subgrade to loosen and become "quick" or where lateral seepage may erode the face soil or cause "piping" of fines from the soil matrix as exhibited by muddy or silt laden water. If moisture or disturbance sensitive subgrade soils and wet conditions are expected and construction of facilities bearing on the subgrade will not promptly protect the subgrade soils, then consideration should be given to protecting the subgrade by promptly placing appropriate combinations of a geotextile, a gravel base course and a lean concrete mud mat over the prepared and approved subgrade. Geotextiles should be considered for use to separate the subgrade and gravel where subgrade soils are at risk of migrating into the gravel base course. A suitably designed gravel base course should help surcharge the subgrade and act as a drainage layer for removing dater accumulations. A lean concrete or flowable fill mud mat with a thickness of several inches or more may be placed directly on the subgrade if upward seepage does not exist. If base drainage is needed, a lean concrete or flowable fill mud mat may be placed over a gravel base course. A mud mat will help to isolate water, provide surcharge against loosening and will provide a stable surface which is resistant to disturbance from construction traffic. Sump and pump systems or dewatering wells should be used to remove any accumulating water or water pressure in the gravel base course. In any areas where unsuitable conditions develop despite protection measures, subgrade stabilization should be performed as described in a separate sheet entitled "STS Subgrade Stabilization Guideline". STS Subgrade Stabilization Guideline CN Subgrade stabilization may be required if zones of unsuitable soil are encountered upon excavating to the subgrade level or if subgrade degradation occurs from construction traffic, moisture accumulations, freeze -thaw cycles or other pauses. Care should always be used to minimize disturbance and degradation of subgrade soils below foundations, slabs -on -grade, pavements and fill areas. Water should not be allowed to pond on the surface of exposed subgrade soils, as this could cause a softening of the subgrade, particularly when subjected to construction traffic. Detrimental groundwater seepage should not be allowed to soften or loosen the subgrade. Unsuitable subgrade soils that are encountered or subgrade soils that become disturbed or softened after exposure should be improved prior to concrete or new material placement. The unsuitable soils should either be properly compacted in place (if feasible based on material type, moisture content and thickness), or over - excavations should extend through the unsuitable soils to remove them to an underlying competent soil stratum. If improvement by over -excavating is performed, footing walls can be extended deeper and supported at the level where suitable soil is encountered. Alternatively, the over - excavations can be backfilled to the design level using either a suitable compacted structural fill material or a flowabfe cementitious fill. If the over -excavations are backfilled using structural soil fill, the over -excavations should extend a minimum of 1 foot horizontally from each edge of the footing for each foot of fill required below the footing base. The structural soil fill should be placed, compacted and tested in accordance with a separate document entitled STS Earthwork Guideline. Generally, a well -graded granular material is more suitable for stabilization work than cohesive soils. If an open -graded granular material is planned as the backfill and the new subgrade or surrounding soils contain zones of cohesionless fine sands or silts which may migrate into the open -graded backfill, then an appropriately designed geotextile should be utilized to separate the stabilization material from the subgrade and surrounding trench soils. Failure to provide such separation may cause lost ground from surrounding soils and detrimental settlements. Horizontal over -excavation is unnecessary if footing walls are extended to the lower suitable subgrade level or if flowable fill is used to backfill the over -excavated area. Flowable fill should have a sufficient Portland cement and/or fly ash content to achieve 28 day unconfined compressive strengths in the range of 50 to 200 pounds per square inch (psi). STS Earthwork Guideline �pq Fill or backfill required on the project should consist of a non -frozen, non-organic granular material, aggregate or natural soil that is free of debris and particles larger than 25 percent of the loose lift thickness. The natural water content of cohesive fill soil at the time of compaction should generally be within -2 to +3 percent of the optimum water content as determined by the Standard Proctor test (ASTM D-698). Difficulty in ob_aining the des;red degree of compaction is expected for soil that is too dry or too wet. The water content should be adjusted by sprinkling if too dry or by scarifying and aerating if too wet. Blending with an additive such as fly ash or drier soil may also help produce an acceptable water content. Fill or backfill which is relatively uniform should be used on the project. Non-uniform materials or mixing two or more materials will reduce the degree of certainty in the test results and will tend to cause variable compressibility of the fill. Fill or backfill should be placed on a firm, checked subgrade in horizontal lifts with a loose thickness not greater than 12 inches for granular material and 9 inches for cohesive soil. It should then be compacted with equipment that is suited to the soil type and compaction requirements. Normally, vibratory roller or plate compactors are better suited for granular soils, while a sheepsfoot or other "kneading" type of compactors are more effective in cohesive soils. Lighter, hand -propelled compactors should generally be utilized to compact backfill within 5 feet of structures unless the structure is designed to resist expected lateral pressures from use of heavier compactors. When using lighter, hand -propelled compactors, a maximum loose lift thickness of 8 inches should be used for granular material and 6 inches for cohesive soil. Unless stated otherwise in the report text, fill or backfill that supports foundations, floor slabs that are loaded in excess of 400 pst, and roadway pavement that is subjected to concentrated automobile or truck traffic should be compacted to a dry density of 95% or more of the maximum dry density determined by Standard Proctor tests (ASTM D-698) on representative samples of the fill material. Fill or backfill that supports lightly loaded floor slabs, sidewalks or pavement that is subjected to dispersed automobile traffic should be compacted to a dry density Of 90% or more of the maximum dry density determined by Standard Proctor tests on representative samples of the fill material. Compaction tests may be considered satisfactory if the average of five consecutive tests on similarly compacted material exceeds the required compaction and no individual test is more than 2% below the required percentage of compaction. Proper compaction is generally difficult to achieve near the edge of a slope or embankment fill due to lack of confinement. For this reason, we recommend that the compacted fill or backfill zone extend horizontally beyond the edge of foundations a minimum of 1 foot at the subgrade level and then with depth at a minimum slope of 1 horizontal to 1 .vertical. Fill material acceptability, subgrade preparation and testing for suitability, fill placement and fill compaction should be monitored continuously or at least regularly by a qualified soils technician whom reports to the geotechnical engineer for the project. Compaction density for structural fill should be tested at a minimum frequency of once per 5000 ft2 of fill area or once per 200 yd3 of compacted material placed unless stated otherwise in our report. In non-structural fill areas, testing frequencies may be reduced in half. Section 8.0 CEAM Specifications STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION AND BACKFILL/SURFACE RESTORATION WATER MAIN AND SERVICE LINE INSTALLATION SANITARY SEWER AND STORM SEWER INSTALLATION PUBLISHED BY CITY ENGINEERS ASSOCIATION OF MINNESOTA 1999 EDITION TABLE OF CONTENTS SECTION 2600 TRENCH EXCAVATION & BACKFILL/SURFACE RESTORATION 2600.1 Description......................................................................................................... 1 2600.2 Materials............................................................................................................. 1 AGranular Materials.............................................................................................. 1 Al Granular Material Gradation Classifications .....................................................1 A2 Granular Material Use Designations................................................................. 2 BPiling.................................................................................................................. 2 CInsulation............................................................................................................. 2 DGeotextile Fabric.................................................................................................3 2600.3 Construction Requirements..................................................................................3 AGeneral Provisions.............................................................................................. 3 Al Maintenance of Traffic...................................................................................3 A2 Establishing Line and Grade.......... A3 Protection of Surface Structures.... A4 Interference of Underground Structures....................................................... A5 Removal of Surface Improvements.............................................................. A6 Temporary Service Measures .......................................... B Excavation and Preparation of Trench ................................... B1 Operational Limitations and Requirements ..................... B2 Classification and Disposition of Materials ..................... B3 Excavation Limitations and Requirements ...................... B4 Sheeting and Bracing Excavations .................................. B5 Preparation and Maintenance of Foundations .................. C Non Open Cut Pipe Installation ............................................. C1 Jacking/Boring ................................................................. C2 Directional Boring........................................................... .3 .5 ..5 6 7 ..7 ....................10 .................... 12 .................... 12 ................... 13 DPlacement of Insulation...................................................................................... 13 E Pipeline Backfilling Operations.......................................................................... 14 F Restoration of Surface Improvements................................................................. 16 F1 Turf Restoration............................................................................................16 F2 Pavement Restoration...................................................................................17 F3 Restoration of Miscellaneous Items.............................................................17 G Maintenance and Final Cleanup.........................................................................18 2600.4 Method of Measurement ARock Excavation................................................................................................18 B Granular Materials............................................................................................18 CGeotextile Fabric............................................................................................... 19 DPiling................................................................................................................. 19 DlPileBents......................................................................................................19 EInsulation............................................................................................................19 2600.5 Basis of Payment...............................................................................................19 SECTION 2611 WATERMAIN AND SERVICE LINE INSTALLATION 2611.1 Description........................................................................................................ 20 2611.2 Materials A Water Pipe Materials.............................................................., Al Ductile Iron Pipe and Ductile Iron and Gray Iron Fittings A2 Prestressed Concrete Cylinder Pipe and Fittings .............. A3 Polyvinyl Chloride (PVC) Pressure Pipe and Fittings ...... A4 Polyethylene (PE) Pressure Pipe and Fittings ................... BFire Hydrants........................................................................... C Valves and Valve Housings .......... Cl Valve Housings ....................... C2 Gate Valves .............................. C3 Butterfly Valves ...................... D Water Service Pipe and Fittings .... E Polyethylene Encasement Material F Restrained Joint Retainer Glands.. GMortar ............................................ H Concrete ........................................ 2611.3 Construction Requirements ...................... A Installation of Pipe and Fittings .................... Al Inspection and Handling ......................... A2 Pipe Laying Operations .......................... A3 Aligning and Fitting of Pipe ................... ..22 ...................23 ....................23 ....................23 .....................23 ..............24 ..............25 ..............25 ..............25 ..............26 .............26 .............. 27 ............. 27 ........... 27 ............. 27 A4 Blocking and Anchoring of Pipe...................................................................... 30 A5 Polyethylene Encasement of Pipeline................................................................31 B Connection and Assembly of Joints........................................................................32 B I Ductile Iron Pressure Pipe and Fitting Joints....................................................33 BlaPush -On Joints............................................................................................33 Blb Mechanical Joints........................................................................................33 BI c Flanged Joints..............................................................................................33 B2 Prestressed Concrete Cylinder Pipe Joints........................................................ 34 B3 Polyvinyl Chloride Pipe Joints........................................................................34 133aPush -On Joints............................................................................................34 B4 Polyethylene Pipe Joints...................................................................................34 C Water Service Installations.....................................................................................34 C I Tee Branch Service Lines................................................................................35 C2 Tapped Service Lines.......................................................................................35 D Setting Valves, Hydrants, Fittings and Specials.....................................................36 E Disinfection of Water Mains.................................................................................. 37 F Electrical Conductivity Test................................................................................... 37 G Hydrostatic Testing of Water Mains......................................................................38 HOperational Inspection..........................................................................................39 2611.4 Method of Measurement .................... AWater Pipe .............................................. BValves ..................................................... C Corporation Stops ................................... DCurb Stops .............................................. EHydrants ................................................., FAir Vents ................................................. G Rearrangement of Inplace Facilities ....... H Polyethylene Encasement ...................... I Ductile and Gray Iron Fittings ................. J Polyvinyl Chloride or Polyethylene ........ K Access Structures ................................... 2611.5 Basis of Payment .............................................39 ............................................40 ............................................40 ...........................................40 ...........................................40 ...........................................40 ...........................................40 ............................................40 ............................................40 .............................................41 ............................................41 ............................................41 SECTION 2621 SANITARY SEWER AND STORM SEWER INSTALLATION ..............41 2621.1 Description........................................................................................................... 43 2621.2 Materials...............................................................................................................44 A Sewer Pipe and Service Line Materials...................................................................45 Al Vitrified Clay Pipe and Fittings.........................................................................45 A2 Ductile Iron Pipe and Ductile Iron and Gray Iron and Fittings .........................46 A3 Reinforced Concrete Pipe and Fittings..............................................................46 iii A4 Corrugated Steel Pipe and Fittings .......... A5 Polyvinyl Chloride Pipe and Fittings ...... A6 Cast Iron Soil Pipe ................................... A7 Acrylonitrile -Butadiene -Styrene Pipe ..... A8 Dual -Wall Corrugated Polyethylene Pipe B Metal Sewer Castings .................................... C Precast Concrete Manhole and Catch Basin.. D Concrete ....................... E Mortar ........................... 46 ........................................47 ....................................... 47 ........................................47 ....................................... 48 ....................................... 49 .........................................49 2621.3 Construction Requirements..................................................................................49 A Installation of Pipe and Fittings................................................................................49 A i Inspection and Handling.....................................................................................49 A2 Pipe Laying Operations......................................................................................50 A3 Connection and Assembly of Joints...................................................................51 A4 Bulkheading Open Pipe Ends............................................................................ 51 B Appurtenance Installations....................................................................................... 52 C Sewer Service Installations...................................................................................... 52 D Manhole and Catch Basin Structures E Reconnecting Existing Facilities ...... F Sanitary Sewer Leakage Testing ....... Fl Air Test Method .......................... F2 Hydrostatic Test Method ............, F3 Test Failure and Remedy ............ G Deflection Test ................................. G 1 Test Failure and Remedy ............ H Televising ......................................... 2621.4 Method of Measurement A Sewer Pipe ...................... B Manholes ......................... C Catch Basins .................... D Outside Drop Connection E Service Connection ......... F Service Pipe ..................... G Special Pipe Fittings ....... H Appurtenant Items .........., 2621.5 Basis of Payment 54 55 57 .........................................58 ........................................ 58 ...........59 ...........59 ............59 .......................................................................60 ........................................................................60 iv ....................................................60 SECTION 2600 TRENCH EXCAVATION AND BACKFILUSURFACE RESTORATION 2600 STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION & BACKFILL/SURFACE RESTORATION 2600.1 DESCRIPTION This work shall consist of the excavation, backfilling, and restoration of existing surface improvements for the purposes of installing new and/or relocating or adjusting existing underground utilities. Use of the term 'Plans, Specifications and Special Provisions" within this specification shall be construed to mean those documents which compliment, modify, or clarify these specifications and are accepted as an enforceable component of the Contract or Contract Documents. All references to Mn/DOT Specifications shall mean the latest published edition of the Minnesota Department of Transportation Standard Specifications for Construction, as modified by any Mn/DOT Supplemental Specification edition published prior to the date of advertisement for bids. All reference to other Specifications of AASHTO, ASTM, ANSI, AW WA, etc. shall mean the latest published edition available on the date of advertisement for bids. 2600.2 MATERIALS A. Granular Materials Granular materials furnished for foundation, bedding, encasement, backfill, or other purposes as may be specified shall consist of any natural or synthetic mineral aggregate such as sand, gravel, crushed rock, crushed stone, or slag, that shall be so graded as to meet the gradation requirements specified herein for each particular use by the material manufacturer or as indicated in the Plans, Specifications, or Special Provisions.. Al. Granular Material Gradation Classifications Granular materials famished for use in Foundation, Bedding, Encasement, or Backfill construction shall conform to the following requirements: Foundation materials shall have 100 percent by weight passing the 1-1/2 inch sieve and a maximum of 10 percent by weight passing the No. 4 sieve. Backfill materials shall consist of existing trench materials, except as otherwise specified in this specification or in the Special Provisions. Bedding and encasement materials for flexible pipe, where improved pipe foundation is not required, shall meet the requirements of Mn/DOT Specification 3149.2111, Granular Borrow, except that 100 percent by weight shall pass the one -inch sieve. A gradation report from an approved Independent Testing laboratory of the proposed granular materials shall be furnished to the Engineer before any of the granular materials are delivered to the project. A2. Granular Material Use Designations Granular materials provided for Foundation, Bedding, Encasement, or Backfill use as required by the Plans, Specifications, and Special Provisions, either as part of the pipe item work unit or as a separate contract item, shall be classified as to use in accordance with the following: Material Use Designation Zone Designation Granular Foundation ------------ Placed below the bottom of pipe grade as replacement for unsuitable or unstable soils, to achieve better foundation support. Granular Bedding -------------- Placed below the pipe midpoint, prior to pipe installation, to facilitate proper shaping and to achieve uniform pipe support. Granular Encasement ----------- Placed below an elevation one foot above the top of pipe, after pipe installation, for protection of the pipe and to assure proper filling of voids or thorough consolidation of backfill. Granular Backfill ----------------- Placed below the surface base course, if any, as the second stage of backfill, to minimize trench settlement and provide support for surface improvements. In each case above, unless otherwise indicated, the lower limits of any particular zone shall be the top surface of the next lower course as constructed. The upper limits of each zone are established to define variable needs for material gradation and compaction or void content, taking into consideration the sequence of construction and other conditions. The material use and zone designations described above shall only serve to fulfill the objectives and shall not be construed to restrict the use of any particular material in other zones where the gradation requirements are met. B. Piling Piling shall be constructed in accordance with the provisions of Mn/DOT Specification 2452 and special plan details relating to piling. C. Insulation Main Insulation shall be extruded rigid board material having a thermal conductivity of 0.23 BTU/hour/square foot/degree Fahrenheit/per inch thickness, maximum, at 40H mean, a comprehensive strength of 35 psi minimum, and water absorption of 0.25 percent by volume minimum. Unless otherwise specified in the Plans, specifications, or Special Provisions, board dimensions shall measure 8 feet long, 2 or 4 feet wide, and 1, 1-1/2, 2, or 3 inches thick. 2 D. Geotextile Fabric Geotextile fabric shall meet the requirements of Mn/DOT Specification 3733 and be used as required by the Plans, Specifications, and Special Provisions. 2600.3 CONSTRUCTION REQUIREMENTS A. General Provisions Al. Maintenance of Traffic Whenever work interferes with the flow of traffic along a roadway, the Contractor shall provide for traffic control and signing and public safety in accordance with the provisions of the field manual of Temporary Control Zone Layouts of the Minnesota Manual of Uniform Traffic Control Devices and Mn/DOT Specifications 1404 and 1710, and the Special Provisions. Neither road closures nor detours shall be permitted unless specified in the Special Provisions or authorized by the Engineer. Where road closures or detours are permitted by the Engineer, the Engineer shall determine the appropriate agencies, boards, or departments the Contractor must notify prior to taking the action and the proper advance notice to be provided to each body. Compliance with this requirement shall not be construed to relieve the Contractor from the responsibility of notifying agencies or institutions whose services may be predicated upon a roadway being opened to traffic or whose services would be hindered if a roadway is closed to traffic. Such agencies or institutions shall include, but not be limited to, the police department, the fire department, municipal bus service, school bus service, and ambulance service. The Contractor shall keep the required agencies informed of changing traffic patterns and detour situations. A2. Establishing Line and Grade The primary line and grade will be established by the Engineer. For trench installation, line and grade stakes will be set parallel to the proposed pipeline at an appropriate offset therefrom as will best serve the Contractor's operations wherever practical. For tunnel installation, line and grade stakes will be set directly above the proposed pipeline setting. Grade and line stakes will be set at 25 -foot intervals along the pipeline; at each change in line or grade; and as needed for pipeline appurtenances and service lines. The Contractor shall arrange operations to avoid unnecessary interference with the establishment of the primary line and grade stakes; and shall render whatever assistance may be required by the Engineer in accomplishing the staking. The Contractor shall be responsible for preservation of the primary stakes and, if negligent in providing necessary protection, shall bear the full cost of any restaking. The Contractor shall be solely responsible for the correct transfer of the primary line and grade to all working points and for construction of the work to the prescribed lines and grades as established by the Engineer. Following construction of a work shaft on tunnel installations, the line and grade shall be transferred down the shaft and be projected into and throughout the length of each tunnel heading. Unless otherwise specified in the Plans, Specifications, and Special Provisions, the water main shall generally be placed with the minimum specified cover. However, a greater depth may be required to clear existing storm and sanitary sewers and sewer services, and no additional compensation shall be provided for such adjustments. In locations where sewer is in direct conflict with existing water main and water services the water main and water services shall be lowered to provide at least 18 inches of vertical distance between the top of the water main or service and the bottom of the sanitary or relocated in accordance with the Plans. Water mains crossing above storm or sanitary sewers shall be laid to provide a separation of at least 18 inches between the bottom of the water main and the top of the sewer. When local conditions prevent a vertical separation as described, the following construction shall be used: (1) Sewers passing over or under Water mains shall be constructed of materials equal to water main standards of construction for a distance of at least 9 feet on either side of the water main. (2) Watermain passing under sewers shall, in addition, be protected by providing: (a) a vertical separation of at least 18 inches between the bottom of the sewer and the top of the water main; (b) adequate structural support for the sewers to prevent excessive deflection of joints and settling on and breaking of the Water mains; (c) a length of water pipe shall be centered at the point of crossing so that the joints will be equidistant and as far as possible from the sewer. Water mains shall be laid at least 10 feet horizontally from any sanitary sewer or storm sewer, whenever possible. When local conditions prevent a horizontal separation of 10 feet, a water main may be laid closer to a storm or sanitary sewer provided that: (1) The bottom of the water main is at least 18 inches above the top of the sewer; (2) Where this vertical separation cannot be obtained, the sewer shall be constructed of materials and with joints that are equivalent to water main standards of construction and shall be pressure tested to assure water tightness prior to backfilling. No deviation shall be made from the required line or grade except with the consent of the Engineer. 4 A3. Protection of Surface Structures All surface structures and features located outside the permissible excavation limits for underground installations, together with those within the construction areas which are indicated in the Plans as being saved, shall be properly protected against damage and shall not be disturbed or removed without approval of the Engineer. Within the construction limits, as required, the removal of improvements such as paving, curbing, walks, turf, etc., shall be subject to acceptable replacement after completion of underground work, with all expense of removal and replacement being borne by the Contractor to the extent that separate compensation is not specifically provided for in the Contract. Obstructions such as street signs, guard posts, small culverts, mailboxes, and other items of prefabricated construction may be temporarily removed during construction provided that essential service is maintained in a relocated setting as approved by the Engineer and that nonessential items are properly stored for the duration of construction. Upon completion of the underground work, all such items shall be replaced in their proper setting at the sole expense of the Contractor. The Contractor shall be responsible for protection of existing overhead utilities and poles. This shall include arranging with the utility and paying the utility for holding poles that will be close to the edge of any trench. Holding of poles and repair of any damage to these facilities shall be considered incidental to the project with no additional compensation allowed. If relocation or removal of these facilities is required, the Owner will contact the concerned utility and pay for the relocation or removal at no additional expense to the Contractor. In the event of damage to any surface improvements, either privately or publicly owned, in the absence of construction necessity, the Contractor will be required to replace or repair the damaged property to the satisfaction of the Engineer and without cost to the Owner. A4. Interference of Underground Structures When any underground structure interferes with the planned placement of the pipeline or appurtenances to such an extent that alterations in the work are necessary to eliminate the conflict or avoid endangering effects on either the existing or proposed facilities, the Contractor shall immediately notify the Engineer and the Owner of the affected structure. When any existing facilities are endangered by the Contractor's operations, the Contractor shall cease work at the site and take such precautions as may be necessary to protect the inplace structures until a decision is made as to how the conflict will be resolved. Without specific authorization from the Engineer, no essential utility service shall be disrupted, nor shall any change be made in either the existing structures or the planned installations to overcome the interference. Alterations in existing facilities will be allowed only to the extent that service will not be curtailed unavoidably and then only when the encroachment or relocation will satisfy all applicable regulations and conditions. Wherever alterations are required as a result of unforeseen underground interferences not due to any fault or negligence of the Contractor, the Engineer will issue a written order covering any additional or extra work involved and specifying the revised basis of payment, if any. Any alterations made strictly for the convenience of the Contractor, shall be subject to prior approval and shall be at the Contractor's expense. No extra compensation will be allowed for delays caused by the interference of underground structures. A5. Removal of Surface Improvements Removal of surface improvements in connection with trench excavation shall be limited to actual needs for installation of the pipeline and appurtenances, based on the allowable trench widths and any other controls imposed in connection with the work. Removal operations shall be coordinated effectively with the excavation and installation operations as will cause the least practical disruption of traffic or inconvenience to the public. The debris resulting from removals shall become the property of the Contractor and shall be disposed of by the Contractor in accordance with Mn/DOT Specification 2104. Removal debris shall not be deposited at locations that will block access to fire hydrants, private driveways, or other essential service areas, nor obstruct surface drainage. Removal and final disposal of debris shall be accomplished as a single operation wherever possible and, in any event, the debris shall be removed from the site before starting the excavating operations. Removal of concrete or bituminous structures shall be by methods producing clean-cut breakage to prescored lines as will preserve the remaining structure without damage. Removal equipment shall not be operated in a manner that will cause damage to the remaining structure or adjoining property. Where not removed to an existing joint, concrete structures shall be sawed along the break lines to a minimum depth of one-third of the structure depth. Any reusable materials generated during the work, such as aggregate, sod, topsoil, shall be segregated from other waste materials and be stockpiled so as to maintain suitability and permit proper reuse. The use of drop weight equipment for breaking pavement will be allowed to the extent that the Contractor shall assume full responsibility for any damages caused thereby. The pavement breaking operation shall not be allowed to become a nuisance to the public or a source of damage to underground or adjacent structures. The Engineer reserves the right to order discontinuance of drop weight breaking operations at any time. A6. Temporary Service Measures While any open excavations are maintained, the Contractor shall have available a supply of steel plates suitable for temporary bridging of open trench sections where either vehicular or pedestrian traffic must be maintained. Use of the plates shall be as directed or approved by the Engineer and where installed they shall be secured against possible displacement and be replaced with the permanent structure as soon as possible. B. Excavation and Preparation of Trench Bl. Operational Limitations and Requirements Excavating operations shall proceed only so far in advance of pipe laying as will satisfy the needs for coordination of work and permit advance verification of unobstructed line and grade as planned. Where interference with existing structures is possible or in any way indicated, and where necessary to establish elevation or direction for connections to inplace structures, the excavating shall be done at those locations in advance of the main operation so actual conditions will be exposed in sufficient time to make adjustments without resorting to extra work or unnecessary delay. Where possible, excavated materials shall be placed in areas that will not block existing vehicle and pedestrian traffic and drainage ways. The Contractor shall review proposed methods of operation with the Engineer prior to beginning the work. All installations shall be accomplished by open trench construction except for short tunnel sections approved by the Engineer and with the exception that boring and jacking or tunnel construction methods shall be employed where so specifically required by the Plans, Specifications, or Special Provisions. Installation of pipe through tunnel excavations will be allowed only where the surface structure can be properly supported and the backfill restored to the satisfaction of the Engineer. The excavating operations shall be conducted so as to carefully expose all inplace underground structures without damage. Wherever the excavation extends under or approaches so close to an existing structure as to endanger it in any way, precautions and protective measures shall be taken as necessary to preserve the structure and provide temporary support. Hand methods of excavating shall be utilized to probe for and expose such critical or hazardous installations as gas pipe and power or communication cables. The Engineer shall be notified of any need for blasting to remove materials which cannot be broken up mechanically, and there shall be no blasting operations conducted until the Engineer's approval has been secured. Blasting will be allowed only when proper precautions are taken to protect life and property, and then shall be restricted as the Engineer directs. The hours of blasting operations shall be set by the Owner. The Contractor shall assume full responsibility for any damages caused by blasting, regardless of the requirements for notification and approval. The Contractor shall secure any required permits for blasting and shall conduct blasting operations in conformance with all applicable local, state and federal laws, regulations, and ordinances. B2. Classification and Disposition of Materials Excavated materials will be classified for payment only to the extent that the removal of materials classified by the Engineer as Rock will be paid for as provided in the Special Provisions or shown in the Proposal. All other materials encountered in the excavations, with the exception of items classified for payment as structure removals, will be considered as Unclassified Excavation and unless otherwise specified in the Plans, Specifications, and Special Provisions, no additional compensation shall be provided for their removal. Unclassified materials shall include muck, rubble, wood debris, and boulder stone, masonry or concrete fragments less than one cubic yard in volume, together with other miscellaneous matter that can be removed effectively with power operated excavators without resorting to drilling and blasting. Rock excavation shall be defined to include all hard, solid rock in ledge formation, bedded deposits and unstratified masses; all natural conglomerate deposits so firmly cemented as to present all the characteristics of solid rock; and any boulder stone, masonry or concrete fragments exceeding one cubic yard in volume. Materials such as shale, hard pan, soft or disintegrated rock which can be dislodged with a hand pick or removed with a power operated excavator will not be classified as Rock Excavation. Excavated materials will be classified for reuse as being either Suitable or Unsuitable for backfill or other specified use, subject to selective controls. All suitable materials shall be reserved for backfill to the extent needed, and any surplus remaining shall be utilized for other construction on the project as may be specified or ordered by the Engineer. To the extent practicable, granular materials and topsoil shall be segregated from other materials during the excavating and stockpiling operations so as to permit best use of the available materials at the time of backfilling. Unless otherwise specified in the Plans, Specifications, and Special Provisions, material handling as described above shall be considered incidental with no additional compensation provided. All excavated materials reserved for backfill or other use on the project shall be stored at locations approved by the Engineer that will cause a minimum of inconvenience to public travel, adjacent properties, and other special interests. The material shall not be deposited so close to the edges of the excavations as would create hazardous conditions, nor shall any material be placed so as to block the access to emergency services. All materials considered unsuitable by the Engineer, for any use on the project, shall be immediately removed from the project and be disposed of as arranged for by the Contractor at no extra cost to the Contract. B3. Excavation Limitations and Requirements Trench excavating shall be to a depth that will permit preparation of the foundation as specified and installation of the pipeline and appurtenances at the prescribed line and grade, except where alterations are specifically authorized. Trench widths shall be sufficient to permit the pipe to be laid and joined properly and the backfill to be placed and compacted as specified. Extra width shall be provided as necessary to permit convenient placement of sheeting and shoring and to accommodate placement of appurtenances. Excavations shall be extended below the bottom of structure as necessary to accommodate any required Granular Foundation material. When rock or unstable foundation materials are encountered at the established grade, additional materials shall be removed as specified or ordered by the Engineer to produce an acceptable foundation. Unless otherwise indicated or directed, rock shall be removed to an elevation at least six inches below the bottom surface of the pipe barrel and below the lowest projection of joint hubs. All excavations below grade shall be to a minimum width equal to the outside pipe diameter plus two feet. Rock shall be removed to such additional horizontal dimensions as will provide a minimum clearance of six inches on all sides of appurtenant structures such as valves, housings, access structures, etc. Where no other grade controls are indicated or established for the pipeline, the excavating and foundation preparations shall be such as to provide a minimum cover over the top of the pipe as specified Trench widths shall allow for at least six inches of clearance on each side of the joint hubs. The maximum allowable width of the trench at the top of pipe level shall be the outside diameter of the pipe plus two feet, subject to the considerations for alternate pipe loading set forth below. The width of the trench at the ground surface shall be held to a minimum to prevent unnecessary destruction of the surface structures. The maximum allowable trench width at the level of the top of pipe may be exceeded only by approval of the Engineer, after consideration of pipe strength and loading relationships. Any alternate proposals made by the Contractor shall be in writing, giving the pertinent soil weight data and proposed pipe strength alternate, at least seven days prior to the desired date of decision. Approval of alternate pipe designs shall be with the understanding that there will be no extra compensation allowed for any increase in material or construction costs. If the trench is excavated to a greater width than that authorized, the Engineer may direct the Contractor to provide a higher class of bedding and/or a higher strength pipe than that required by the Plans, Specifications, and Special Provisions in order to satisfy design requirements, without additional compensation. B4. Sheeting and Bracing Excavations All excavations shall be sheeted, shored, and braced as will meet all requirements of the applicable safety codes and regulations; comply with any specific requirements of the 9 Contract; and prevent disturbance or settlement of adjacent surfaces, foundations, structures, utilities, and other properties. Any damage to the work under contract or to adjacent structures or property caused by settlement, water or earth pressures, slides, cave-ins, or other causes due to failure or lack of sheeting, shoring, or bracing or through negligence or fault of the Contractor in any manner shall be repaired at the Contractor's expense and without delay. Where conditions warrant extreme care, the Plans, Specifications, and Special Provisions may require special precautions to protect life or property, or the Engineer may order the installation of sheet piling of the interlocking type or direct that other safety measures be taken as deemed necessary. Failure of the Engineer to order correction of improper or inadequate sheeting, shoring, or bracing shall not relieve the Contractor's responsibilities for protection of life, property, and the work. The Contractor shall assume full responsibility for proper and adequate placement of sheeting, shoring, and bracing, wherever and to such depths that soil stability may dictate the need for support to prevent displacement. Bracing shall be so arranged as to provide ample working space and so as not to place stress or strain on the inplace structures to any extent that may cause damage. Sheeting, shoring and bracing materials shall be removed only when and in such manner as will assure adequate protection of the inplace structures and prevent displacement of supported grounds. Sheeting and bracing shall be left in place only as required by the Plans, Specifications, and Special Provisions or ordered by the Engineer. Otherwise, sheeting and bracing may be removed as the backfilling reaches the level of respective support. Wherever sheeting and bracing is left in place, the upper portions shall be cut and removed to an elevation of three feet or more below the established surface grade as the Engineer may direct. All costs of furnishing, placing and removing sheeting, shoring, and bracing materials, including the value of materials left in place as required by the Contract, shall be included in the prices bid for pipe installation and will not be compensated for separately. When any sheeting, shoring, or bracing materials are left in place by written order of the Engineer, in the absence of specific requirements of the Contract to do so, payment will be made for those materials as an Extra Work item, including waste material resulting from upper cut-off requirements. B5. Preparation and Maintenance of Foundations Foundation preparations shall be conducted as necessary to produce a stable foundation and provide continuous and uniform pipe bearing between bell holes. The initial excavating or backfilling operations shall produce a subgrade level slightly above finished grade as will permit hand shaping to finished grade by trimming of high spots and without the need for filling of low spots to grade. Final subgrade preparations shall be such as to produce a finished grade at the centerline of the pipe that is within 0.03 foot 10 of a straight line between pipe joints and to provide bell hole excavation at each joint as will permit proper joining of pipe and fittings. In excavations made below grade to remove rock or unstable materials, the backfilling to grade shall be made with available suitable materials unless placement of Granular Foundation or Bedding material is specified and provided for or is ordered by the Engineer. Placement of the backfill shall be in relatively uniform layers not exceeding 8 inches in loose thickness. Each layer of backfill shall be compacted thoroughly, by means of approved mechanical compaction equipment, as will produce uniform pipe support throughout the full pipe length and facilitate proper shaping of the pipe bed. Where placement of foundation materials will not provide an adequate foundation for laying pipe due to the instability of the existing materials and where ordered by the Engineer, the Contractor shall place Geotextile Type I fabric on top of the unstable materials prior to placing foundation materials. Sufficient geotextile fabric shall be used to completely enclose the foundation materials and pipe. It shall be the Contractor's responsibility to notify the Engineer of changing soil conditions which may be of poor bearing capacity and when organic soils are encountered. Where utilities are placed on unstable soils without notification of the Engineer, the Contractor shall be responsible for all repairs and correction of the installation without further compensation. Where the foundation soil is found to consist of materials that the Engineer considers to be so unstable as to preclude removal and replacement to a reasonable depth to achieve solid support, a suitable foundation shall be constructed as the Engineer directs in the absence of special requirements in the Plans, Specifications, and Special Provisions. The Contractor may be required to firnish and drive piling and construct concrete or timber bearing supports or other work as may be ordered by the Engineer. Care shall be taken during final subgrade shaping to prevent any over -excavation. Should any low spots develop, they shall only be filled with approved material, which shall have optimum moisture content and be compacted thoroughly without additional compensation to the Contractor. The finished subgrade shall be maintained free of water and shall not be disturbed during pipe lowering operations except as necessary to remove pipe slings. The discharge of trench dewatering pumps shall be directed to natural drainage channels or storm water drains. Draining trench water into sanitary sewers or combined sewers will not be permitted. The Contractor shall install and operate a dewatering system of wells or points to maintain pipe trenches free of water wherever necessary or as directed by the Engineer to meet the intent of these specifications. Unless otherwise specified in the Plans, Specifications, and Special Provisions, such work shall be considered incidental. All costs of excavating below grade and placing foundation or bedding aggregates as required shall be included in the bid prices for pipe items to the extent that the need for 11 such work is indicated in the Contract provisions and the Proposal does not provide for payment under separate Contract Items. Any excavation below grade and any foundation or bedding aggregates required by order of the Engineer in the absence of Contract requirements will be compensated for separately. If examination by the Engineer reveals that the need for placement of foundation aggregate was caused by the Contractor's manipulation of the soils in the presence of excessive moisture or lack of proper dewatering, the cost of the corrective measures shall be home by the Contractor. C. Non -Open Cut Pipe Installation Cl. JackingBoring The terms "auger", "boring", "jack", "jacking", and "tunneling" in the proposal, specifications, and plans refers only to non -open cut construction. The Contractor shall inspect and verify soil conditions to his own satisfaction in order to determine the type of construction to employ. During the construction, the Contractor shall be responsible for protecting all existing utilities above the pipe invert. The minimum diameter of the casing pipe shall be four (4) inches greater than the outside diameter of the bell of the carrier pipe. For any installation beneath a railroad, the top of the casing pipe shall not be closer than the specified dimensions indicated in the permit. If the Contractor elects to install steel casing, the minimum wall thickness shall be as specified on the Plans, in the Special Provisions, or in the applicable Permit. Where required by the Engineer, two 17 -pound anode packs shall be attached to the casing for corrosion protection. A 1-1/2 inch pipe shall be forced along the top of the casing pipe. The front end of this pipe shall be 18 inches behind the front end of the casing pipe. A mixture of water and bentonite clay shall be forced through this pipe at all times during the casing installation to fill any voids that may be present above the casing pipe. Upon completion of the casing installation, this pipe shall be slowly withdrawn while bentonite is forced through the pipe to fill any remaining voids. The Contractor shall prevent excavated materials from flowing back into the excavation during the non -open cut construction. This shall include the use of a shield conforming to the size and shape of the casing that will prevent materials from flowing into the leading edge of the casing. The machine used shall be capable of controlling line and grade and shall conform to the size and shape of the casing pipe. No jacking/augering of pipe will be allowed below the water table unless the water table has been lowered sufficiently to keep the water below the pipe being installed. The use of water under pressure (jetting) or puddling will not be permitted to facilitate jacking/augering operations. 12 If any installation is angered, the head shall be approved by the Engineer and the auger shall be located six (6) inches behind the lead edge of the casing or carrier pipe. If a void develops, the jacking/augering shall be stopped immediately and the void shall be filled by pressure grouting. The grout material shall consist of a sand -cement slurry of at least two sacks of cement per cubic yard and a minimum of water to assure satisfactory placement. Skids and blocking shall be used as necessary to install the carrier pipe to the proper line and grade inside the casing pipe. Voids between carrier and casing pipes shall be filled with sand and the casing pipe sealed at both ends with a suitable material to prevent water or debris from entering the casing pipe. C2. Directional Boring Direction boring/drilling installation shall be accomplished where required on the Plans or in the Special Provisions to minimize disturbance of existing surface improvements. The installer shall have a minimum of three years of experience in this method of construction and have installed at least 1,000 feet of 8 -inch or larger diameter pipe to specified grades. The field supervisor employed by the Contractor shall have at least three years of experience and shall be at the site at all times during the boring/drilling installation, and be responsible for all of the work. The Contractor shall submit boring/drilling pit locations to the Engineer before beginning construction. The drilling equipment shall be capable of placing the pipe as shown on the plans. The installation shall be by a steerable drilling tool capable of installing continuous runs of pipe, without intermediate pits, a minimum distance of 200 feet. The guidance system shall be capable of installing pipe within 1-1/2 inch of the plan vertical dimensions and 2 inches of the plan horizontal dimensions. The Contractor shall be required to remove and reinstall pipes which vary in depth and alignment from these tolerances. Pull back forces shall not exceed the allowable pulling forces for the pipe being installed. Drilling fluid shall be a mixture of water and bentonite clay. Disposal of excess fluid and spoils shall be the responsibility of the Contractor. D. Placement of Insulation Rigid insulation board shall be placed within the pipe encasement zone, 6 inches above the pipe. Prior to placement of the insulation, Granular Borrow (MnDOT 3149) shall be leveled and compacted until there is no fiuther visual evidence of increased consolidation or the density of the compacted layer conforms to the density requirements specified in the Special Provisions, then leveled and lightly scarified to a depth of 1/2 inch. Borrow material placed above and below the insulation shall be free of rock or stone fragments measuring 1-1/2 inches or greater. 13 Insulation boards shall be placed on the scarified material with the long dimension parallel to the centerline of the pipe. Boards shall be placed in a single layer with tight joints. No continuous joints or seams shall be placed directly over the pipe. If two or more layers of insulation boards are used, each layer shall be placed to cover the joints of the layer immediately below. The Contractor shall exercise precaution to insure that all joints between boards are tight during placement and backfilling with only extruded ends placed end to end or edge to edge. The fust layer of material placed over the insulation shall be 6 inches in depth, free of rock or stone fragments measuring 1-1/2 inches or greater. The material shall be placed in such a manner that construction equipment does not operate directly on the insulation and shall be compacted with equipment which exerts a contract pressure of less than 80 psi. The fust layer shall be compacted to conform to the density requirements specified in the Special Provisions. E. Pipeline Backfilling Operations All pipeline excavations shall be backfilled to restore preexisting conditions as the minimum requirement, and fulfill all supplementary requirements indicated in the Plans, Specifications, and Special Provisions. The backfilling operations shall be started as soon as conditions will permit on each section of pipeline, so as to provide continuity in subsequent operations and restore normal public service as soon as practicable on a section -by -section basis. All operations shall be pursued diligently, with proper and adequate equipment, as will assure acceptable results. The backfilling shall be accomplished with the use of Suitable Materials selected from the excavated materials to the extent available and practical. Should the materials available within the trench section be unsuitable or insufficient, without loading and hauling or the employment of unreasonable measures, the required additional materials shall be furnished from outside sources as an Extra Work item in the absence of any Special Provision requirements. Suitable Material shall be defined as a mineral soil free of foreign materials (rubbish, debris, etc.), frozen clumps, oversize stone, rock, concrete or bituminous chunks, and other unsuitable materials, that may damage the pipe installation, prevent thorough compaction, or increase the risks of after settlement unnecessarily. Material selection shall be such as to make the best and fullest utilization of what is available, taking into consideration particular needs of different backfill zones. Material containing stone, rock, or chunks of any sort shall only be utilized where and to the extent there will be no detrimental effects. Within the pipe bedding and encasement zones described as that portion of the trench which is below an elevation one foot above the top of the pipe, the materials placed shall be limited in particle size to 1-1/2 inches maximum in the case of pipe of 12 inches in 14 diameter or less and to 2 inches maximum in the case of larger pipe. Above these zones, the placement of material containing stones, boulders, chunks, etc. greater than 8 inches in any dimension shall not be allowed. All flexible pipe shall be bedded in accordance with ASTM Specification D2321, "Recommended Practice for Underground Installation of Flexible Thermoplastic Sewer Pipe". This shall include placement of granular bedding and encasement materials from a point six inches below the bottom of pipe to a point twelve inches above the top of the pipe. Placement and compaction of bedding and encasement materials around the pipe shall be considered incidental to the installation of the pipe. Where existing soils do not meet the requirements of bedding and encasement materials, the Contractor shall furnish the required granular materials. Compaction of materials placed within the pipe bedding and encasement zones shall be accomplished with portable or hand equipment methods, so as to achieve thorough consolidation under and around the pipe and avoid damage to the pipe. Above the cover zone material, the use of heavy roller type compaction equipment shall be limited to safe pipe loading. Backfill materials shall be carefully placed in uniform loose thickness layers up to 12 inches thick spread over the full width and length of the trench section to provide simultaneous support on both sides of the pipeline. Granular backfill may be placed in 12 inch layers above an elevation one foot above the top of the pipe, and with the provision that, by authority and at the discretion of the Engineer in consideration of the demonstrated capability of special type vibrating compactors, the stated maximums may be increased. Each layer of backfill material shall be compacted effectively, by approved mechanical or hand methods, until there is no further visual evidence of increased consolidation or the density of the compacted layer conforms to the density requirements specified in the Special Provisions. Compaction of the inplace layer shall be completed acceptably before placing material for a succeeding layer thereon. The manner of placement, compaction equipment, or procedure effectiveness shall be subject to approval of the Engineer. All surplus or waste materials remaining after completion of the backfilling operations shall be disposed of in an acceptable manner within 24 hours after completing the backfill work on each particular pipeline section. Disposal at any location within the project limits shall be as specified, or as approved by the Engineer, otherwise, disposal shall be accomplished outside the project limits at the Contractor's discretion. The backfilling and surplus or waste disposal operations shall be a part of the work required under the pipeline installation items, not as work that may be delayed until final cleanup. Compaction of backfill within Roadbed areas shall meet the density requirements of Mn/DOT Specification 2105. Compaction of backfill in all other areas shall be as required in the Special Provisions. 15 Until expiration of the guarantee period, the Contractor shall assume full responsibility and expense for all backfill settlement and shall refill and restore the work as directed to maintain an acceptable surface condition, regardless of location. All additional materials required shall be furnished without additional cost to the Owner. Any settlement of road surfaces that are either placed under this Contract or by other; under either public or private contract; that are in excess of one inch, as measured by a ten foot straight edge; and that are within the guarantee period shall be considered failure of the mechanical compaction. The Contractor shall be required to repair such settlement including all items placed by others. F. Restoration of Surface Improvements Wherever any surface improvements such as pavement, curbing, pedestrian walks, fencing, or turf have been removed, damaged or otherwise disturbed by the Contractor's operations, they shall be repaired or replaced to the Engineer's satisfaction, as will restore the improvement in kind and structure to the preexisting condition. Each item of restoration work shall be done as soon as practicable after completion of installation and backfilling operations on each section of pipeline. In the absence of specific payment provisions, as separate Contract Items, the restoration work shall be compensated for as part of the work required under those Contract Items which necessitated the destruction and replacement or repair, and there will be no separate payment. If separate pay items are provided for restoration work, only that portion of the repair or reconstruction which was necessitated by the Contract work will be measured for payment. Any improvements removed or damaged unnecessarily or undermined shall be replaced or repaired at the Contractor's expense. Fl. Turf Restoration Turf restoration shall be accomplished by sod placement except where seeding is specifically allowed or required. Topsoil shall be placed to a minimum depth of four inches under all sod and in all areas seeded. The topsoil material used shall be light friable loam containing a liberal amount of humus and shall be free of heavy clay, coarse sand, stones, plants, mots, sticks and other foreign matter. Topsoil meeting these requirements shall be selected from the excavated materials to the extent available and needed. All turf establishment work shall be done in substantial compliance with the provisions of Mn/DOT Specification 2575 using seed mixtures as specified in the Special Provisions or Proposal. 16 F2. Pavement Restoration The inplace pavement structure (including base aggregates) shall be restored in kind and depth as previously existed, using base aggregates salvaged from the excavated materials to the extent available and needed, and with new materials being provided for reconstruction of the concrete or bituminous surface courses. If, through no fault of the Contractor in failing to reserve sufficient aggregate materials from the excavations, there should be insufficient quantity of suitable aggregate to reconstruct the pavement base courses, the additional materials required will be furnished by the Owner at its expense, or the Contractor will be ordered to furnish the additional materials from outside sources. Placement of any additional aggregate materials delivered to the site by the Owner or of any additional materials famished by the Contractor shall be an incidental expense, as will also be the disposal of any excess materials resulting therefrom, unless special payment provisions are otherwise agreed upon. Reconstruction of aggregate base courses and concrete or bituminous surface courses shall be in substantial compliance with all applicable Mn/DOT Specifications pertaining to the item being restored. The materials used shall be comparable to those used in the inplace structure, and the workmanship and finished quality shall be equal to that of new construction to the fullest extent obtainable in consideration of operational restrictions. Existing concrete and bituminous surfaces at the trench wall shall be sawed or cut with a cutting wheel to form a neat edge in a straight line before surfaces are to be restored. Sawing or cutting may be accomplished as a part of the removal or prior to restoration at the option of the Contractor. However, all surface edges will be inspected prior to restoration. F3. Restoration of Miscellaneous Items Wherever any curbing, curb and gutter sections, pedestrian walks, fencing, driveway surfacing, or other improvements are removed or in any way damaged or undermined, they shall be restored to original condition by repair or replacement as the Engineer considers necessary. Replacement of old materials will be acceptable only to the extent that existing quality can be fully achieved, such as in the case of fencing. Otherwise new materials shall be provided and placed as the Engineer directs. Workmanship and finished quality shall be equal to that of new construction, where new materials are used, to the extent obtainable in consideration of operational restrictions. A proper foundation shall be prepared before reconstructing concrete or bituminous improvements. Unless otherwise directed, granular material shall be placed to a depth of at least four inches under all concrete and bituminous items. No direct compensation will be made for furnishing and placing this material even though such course was not part of the original construction. 17 G. Maintenance and Final Cleanup All subgrade surfaces shall be maintained acceptably until the start of surfacing construction or restoration work, and until the work has been finally accepted. Additional materials shall be provided and placed as needed to compensate for trench settlement and to serve as temporary construction pending completion of the final surface improvements. Final disposal of debris, waste materials, and other remains or consequences of construction, shall be accomplished intermittently as new construction items are completed and shall not be left to await final completion of all work. Cleanup operations shall be considered as being a part of the work covered under the Contract Items involved and only that work which cannot be accomplished at any early time shall be considered as final cleanup work not attributable to a specific Contract Item. If disposal operations and other cleanup work are not conducted properly as the construction progresses, the Engineer may withhold partial payments until such work is satisfactorily pursued or he may deduct the estimated cost of its performance from the partial estimate value. Maintenance of sodded and seeded areas shall include adequate watering for plant growth and the replacement of any dead or damaged sod as may be required for acceptance of the work. 2600A METHOD OF MEASUREMENT All items will be measured separately according to design designation as indicated in the Pay Item name and as may be detailed and defined in the Plans, Specifications, or Special Provisions. Complete -in -Place items shall include all component parts thereof as described or required to complete the unit, but excluding any excesses covered by separate Pay Items A. Rock Excavation Rock Excavation shall be measured by volume in cubic yards. Depth shall be measured from the top of the rock to a point six inches below the outside barrel of the pipe and width shall be the inside diameter of the pipe plus twenty-four inches (12" from each side). The minimum width of measurement shall be four feet. B. Granular Materials Granular materials furnished and placed as special foundation, bedding, encasement, or backfill construction will be measured by weight or volume of material furnished by the Contractor from outside sources and placed within the limits defined. Unless otherwise specified, volume will be determined by vehicular measure (loose volume) at the point of delivery. Measurements will not include any materials required to be placed as a component part of other Contract Items as may be specified. m C. Geotextile Fabric Where geotextile fabric is used for improving pipe foundation, it shall be measured by the square foot of material installed. D. Piling Piling shall be measured according to the provisions of Mn/DOT Specification 2452. Di. Pile Bents Pile bents shall be measured as a unit and shall include all materials and labor required, except the pile. E. Insulation Rigid board insulation shall be measured on a square foot basis installed to the specified thickness noted on the Plans, Specifications, and Special Provisions and shall include all materials, equipment, and labor required for placement. 2600.5 BASIS OF PAYMENT All costs of excavating to foundation grade, preparing the foundation, placing and compacting backfill materials, restoring surface improvements, and other work necessary for prosecution and completion of the work as specified, shall be included for payment as part of the pipe and pipe appurtenance items without any direct compensation being made. When special aggregate backfill materials are required to be furnished and placed to comply with the indicated Laying Conditions, the costs shall be included for payment as part of the pipe items without any direct compensation. Otherwise, the furnishing of aggregate materials for backfill by order of the Engineer in the absence of such requirements will be compensated for as an Extra Work item. In the absence of special payment provisions, all costs of restoring surface improvements as required, disposal of surplus or waste materials, maintenance and repair of completed work, and final cleanup operations shall be incidental to the Contract Items under which the costs are incurred. Granular materials famished for foundation, bedding, cover, or backfill placement as specified in connection with pipe or structure items will only be paid for as separate Contract Items to the extent that the Proposal contains specific Pay Items. Otherwise the furnishing and placing of granular materials as specified shall be incidental to the pipe or structure item without any direct compensation being made. * * * END OF SECTION * * * 19 SECTION 2611 WATERA IN & SERVICE LINE INSTALLATION 2611 STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION 2611.1 DESCRIPTION This work shall consist of the construction of water main and building service pipelines utilizing plant fabricated pipe and other appurtenant materials, installed for conveyance of potable water. The work includes the relocation or adjustment of existing facilities as may be specified in the Plans, Specifications and Special Provisions. Use of the term "Plans, Specifications and Special Provisions" within this specification shall be construed to mean those documents which compliment, modify, or clarify these specifications and are accepted as an enforceable component of the Contract or Contract Documents. All references to Mn/DOT Specifications shall mean the latest published edition of the Minnesota Department of Transportation Standard Specifications for Construction, as modified by any Mn/DOT Supplemental Specification edition published prior to the date of advertisement for bids. All reference to other Specifications of AASHTO, ASTM, ANSI, AW WA, etc. shall mean the latest published edition available on the date of advertisement for bids. The following American Water Works Association (AWWA) Specifications have been referenced in this Specification: C 104 American National Standard for Cement -Mortar Lining for Ductile -Iron Pipe and Fittings for Water C105 American National Standard for Polyethylene Encasement for Ductile -Iron Pipe Systems C 110 American National Standard for Ductile -Iron and Gray -Iron Fittings, 3 In. Through 48 In. (75 mm Through 1200 mm), for Water and Other Liquids Cl l 1 American National Standard for Rubber -Gasket Joints for Ductile -Iron Pressure Pipe and Fittings C115 American National Standard for Flanged Ductile -Iron Pipe With Ductile -Iron or Gray -Iron Threaded Flanges C150 American National Standard for Thickness Design of Ductile -Iron Pipe C 151 American National Standard for Ductile -Iron Pipe, Centrifugally Case, for Water or Other Liquids 20 C153 American National Standard for Ductile-Iron Compact Fittings, 3 In. Through 24 In. (76 mm Through 610 mm) and 54 In. Through 64 In. (1,400 mm Through 1,600 mm), for Water Service C301 AWWA Standard for Prestressed Concrete Pressure Pipe, Steel-Cylinder Type, for Water and Other Liquids C304 AWWA Standard for Design of Prestressed Concrete Cylinder Pipe C500 AWWA Standard for Metal-Seated Gate Valves for Water Supply Service (Includes addendum C500a-95.) C502 AWWA Standard for Dry-Barrel Fire Hydrants (Includes addendum C502a-95.) C504 AWWA Standard for Rubber-Seated Butterfly Valves C509 AWWA Standard for Resilient-Seated Gate Valves for Water Supply Service (Includes addendum C509a-95.) C600 AWWA Standard for Installation of Ductile-Iron Water Mains and Their Appurtenances C605 AWWA Standard for Underground Installation of Polyvinyl Chloride (PVC) Pressure Pipe and Fittings for Water C651 AWWA Standard for Disinfecting Water Mains C800 AWWA Standard for Underground Service Line Valves and Fittings C900 AWWA Standard for Polyvinyl Chloride (PVC) Pressure Pipe, 4 In. Through 12 In., for Water Distribution (Includes addendum C900a-92.) C901 AWWA Standard for Polyethylene (PE) Pressure Pipe and Tubing, 1/2 In. Through 3 In., for Water Service C905 AWWA Standard for Polwinvl Chloride (PVC) Pressure Pipe and Fabricated Fittings, 14 In. Through 48 In.. (350mm Through 1,200mm), for Water Transmission and Distribution C906 AWWA Standard for Polyethylene (PE) Pressure Pipe and Fittings, 4 In. Through 63 In., for Water Distribution C907 AWWA Standard for Polyvinyl Chloride (PVC) Pressure Fittings for Water - 4 In. Through 8 In. (100mm Through 200mm) 21 Service installations shall include either Branch Service Lines or Tapped Service Lines in accordance with the standards set forth herein. Tapped Service installations shall include all water service lines less than three inches nominal inside diameter pipe. The component parts of a tap service installation shall include a corporation stop coupling complete with water main tap and saddle where required; a curb stop coupling complete with service box; and copper piping extending from the corporation stop to the curb stop coupling and beyond to the property line or to the limits as established by the Engineer. Tapped Service lines shall be installed at the size specified in the Plans, Specifications, and Special Provisions. Branch Service installations shall include all water service lines of three inches nominal inside diameter pipe and larger. The component parts of a branch service installation shall include a tapping sleeve and valve or a tee connection and valve complete with valve box, and piping extending from the water main connection, to the property line or to the limits as specified by the Engineer. All references to Gray Iron material shall be construed to include both Gray Iron and Ductile Iron products, except where one or the other is specified, and all references to Polyvinyl Chloride pipe shall be construed to include only pressure pipe complying with AW WA C-900 or C-905. All references to "structure" shall include any man-made object that is not otherwise exempted by special terminology or definition. 2611.2 MATERIALS All materials required for this work shall be new material conforming to requirements of the reference specifications for the class, kind, type, size, grade, and other details indicated in the Contract. Unless otherwise indicated, all required materials shall be famished by the Contractor. If any options are provided for, as to type, grade, or design of the material, the choice shall be limited as may be stipulated in the Plans, Specifications, or Special Provisions. All manufactured products shall conform in detail to such standard design drawings as may be referenced or furnished in the Plans. Otherwise, the Owner may require advance approval of material suppliers, product design, or other unspecified details as it deems desirable for maintaining adopted standards. At the request of the Engineer, the Contractor shall submit, in writing, a list of materials and suppliers for approval. A Certificate of Compliance shall be furnished stating that the materials furnished have been tested and are in compliance with the specification requirements. 22 A. Water Pipe Materials All pipe furnished for water main and branch line installations shall be of the type, kind, size, and class indicated for each particular line segment as shown in the Plan and designated in the Contract Items. Wherever connection of dissimilar materials or designs is required, the method of joining and any special fittings employed shall be subject to approval of the Engineer. Al. Ductile Iron Pipe and Ductile Iron and Gray Iron Fittings The pipe furnished shall be Ductile Iron pipe fittings furnished shall be of the Ductile Iron or Gray Iron type as specified for each particular use of installation. When Gray Iron is specified, either type may be famished. Gray Iron may not be substituted for Ductile Iron unless specifically authorized in the Special Provisions. Ductile iron pipe shall conform to the requirements of AW WA C 115 or C151 for water and thickness design shall conform to AWWA C 150. In addition, the pipe shall comply with the following supplementary provisions: (1) Fittings shall conform to the requirements of AW WA C110 OR 153 (Gray Iron and Ductile Iron Fittings) (Ductile Iron Compact Fittings) for the joint type specified. (2) Unless otherwise specified all pipe and fittings shall be furnished with cement mortar lining meeting the requirements of AW WA C104 for standard thickness lining. All exterior surfaces of the pipe and fittings shall have an asphaltic coating at least one mil thick. Spotty or thin seal coating, or poor coating adhesion, shall be cause for rejection. (3) Rubber gasket joints for Ductile Iron Pressure Pipe and fittings shall conform to AWWA C111. A2. Prestressed Concrete Cylinder Pipe and Fittings Prestressed Concrete Cylinder pipe, fittings and specials shall conform to the requirements ofAWWA C-301 and C-304 (Prestressed Concrete Pressure Pipe, Steel Cylinder Type) for the size, working pressure, external loading, laying condition, and other design considerations indicated in the Plans, Specifications, and Special Provisions. The Contractor shall furnish plans and specifications to the pipe manufacturer giving such special details and other information as are necessary for manufacture of the pipe, fittings, and specials in accordance with the specific requirements of the project. A3. Polyvinyl Chloride (PVC) Pressure Pipe and Fittings Polyvinyl chloride (PVC) pressure pipe, produced by a continuous extrusion process employing a prime grade of unplasticized polyvinyl chloride, shall conform to the requirements of AW WA C-900 for the size, grade, and pressure class indicated on the 23 Plans, Specifications, and Special Provisions. Fittings shall conform to AW WA C907 and C908. The grade used shall be resistant to aggressive soils or corrosive substances in accordance with the requirements of ASTM D-543. Unless otherwise specified, the dimensions and tolerances of the pipe barrel should conform to ductile iron or cast iron pipe equivalent outside diameters. A4. Polyethylene (PE) Pressure Pipe and Fittings Polyethylene pressure pipe and fittings shall conform to the requirements of AW WA C906 for the size and pressure class indicated on the Plans, Specifications and Special Provisions. Unless otherwise specified, the dimensions and tolerances of the pipe barrel should conform to Ductile Iron pipe equivalent outside diameters. The method of joining material shall be by the Thermal Butt- Fusion Method. The standard HDPE fittings shall be standard commercial products manufactured by injection molding or by extrusion and machining, or, shall be fabricated from PE pipe conforming to this specification. The fittings shall be fully pressure rated by the manufacturer to provide a working pressure equal to the pipe, for 50 years service at 73.4 degrees Fahrenheit with an included 2:1 safety factor. The fittings shall be manufactured from the same resin type, grade, and cell classification as the pipe itself. The manufacture of the fittings shall be in accordance with good commercial practice to provide fittings homogeneous throughout and free from crack, holes, foreign inclusions, voids, or other injurious defects. The fittings shall be as uniform as commercially practicable in color, opacity, density and other physical properties. The minimum "quick -burst' strength of the fittings shall not be less than that of the pipe with which the fitting is to be used. B. Fire Hydrants Fire hydrants shall be of the type, size, and construction specified in the Plans and shall conform to the applicable requirements of AWWA C-502. Unless otherwise specified in the Plans, Specifications, and Special Provisions, hydrants shall be furnished in conformance with the following supplementary requirements: (1) Hydrants shall have a five -inch (nominal diameter) main valve opening of the type that opens against water pressure. (2) Hydrant barrels shall be two piece, non jacket type, with flanged joint above finished grade line and with mechanical joint connection at the hub end for joining a six-inch ductile iron branch pipe. (3) Hydrant bury length, measured from the bottom of the branch pipe connection to the finished ground line at the hydrant, shall be T-6". 24 (4) Hydrants shall have two outlet nozzles for 2-1/2 inch (I.D.) hose connection and one outlet nozzle for 4 inch (I.D.) steamer connection. All outlet nozzle threads shall be National Standard Fire -Hose Coupling Screw Threads (NFPA 1963). (5) Hydrant operating mechanisms shall be provided with "O" ring seals preventing entrance of moisture and shall be lubricated through an opening in the operating nut or bonnet. (6) Hydrants shall be provided with outlets for drainage in the base or barrel, or between the base and barrel, unless the Special Provisions require that drain outlets be omitted or plugged. (7) The hydrant operating nut shall be rotated counterclockwise to open. (8) Detailed drawings, catalog information, and maintenance data shall be furnished as requested by the Engineer. C. Valves and Valve Housing Cl. Valve Housings Valve housings shall be of ductile or cast iron, High Density Polyethylene or masonry construction as specified in the Plans, Specifications, and Special Provisions for the particular valve size or installation. Masonry manhole or vault type units shall be constructed in accordance with the provisions of Mn/DOT Specification 2506. Precast Concrete Manholes shall conform to ASTM Specification C478 suitable for HS 20 traffic loading for all units located in driving areas. Ductile or cast iron valve boxes and all castings for manhole or vault type units shall conform to the requirements of Mn/DOT Specification 3321. C2. Gate Valves Gate Valves shall be manufactured and furnished in accordance with an approved pattern and shall conform to all applicable requirements of AW WA C-500 or AW WA C-509, together with such supplementary requirements as may be covered in the Plans, Specifications, and Special Provisions or the provisions hereof. Unless otherwise specified, the gate valves famished shall comply with the following supplementary requirements: (1) Gate valves meeting the requirements ofAWWA C-500 shall be two-faced, double disc type, with parallel seats. Gate valves meeting the requirements of AW WA C-509 shall be single disc type with resilient seat bonded or mechanically attached to either the gate or valve body. All valves shall be provided with a two-inch square operating nut opening counterclockwise and mechanical joint ends. (2) All gate valves shall be non -rising stem type furnished with O -Ring stem seals. 25 (3) All gate valves 16 inches or larger in size shall be arranged for operation in the horizontal position and shall be equipped with bypass valves. (4) All gate valves 12 inches or larger in size shall be equipped with approved barrel type rugged gate position. (5) All gears on gate valves shall be cut tooth steel gears, housed in heavy ductile or cast iron extended type grease cases of approved design. (6) All gate valves shall have an open indicating arrow, the manufacturer's name, pressure rating and year of manufacture cast on the valve bodies. C3. Butterfly Valves Butterfly valves shall be manufactured in conformance with all applicable requirements of AW WA C-504 for 150 p.s.i. working pressure minimum, together with such supplementary requirements as may be covered in the Plans, Specifications, and Special Provision or the provisions hereof. Unless otherwise specified, the butterfly valves furnished shall comply with the following supplementary requirements. (1) The butterfly valves shall be short body of ductile or cast iron with mechanical joint ends. (2) The butterfly valves shall be rubber seated with ductile or cast disc, non -rising stem type famished with O-ring stem seals. (3) The butterfly valves shall be equipped with a two-inch square operating nut opening counterclockwise. (4) The butterfly valves shall be designed for direct burial installation. (5) All butterfly valves shall have an open indicating arrow, the manufacturer's name, pressure rating and year of manufacture on the valve bodies. D. Water Service Pipe and Fittings Water service pipe of 3 inches or larger inside diameter shall conform to the requirements for Ductile Iron Pipe and Ductile Iron and Gray Iron Fittings as set forth under the provisions of 2611.2A I, and Polyvinyl Chloride Pressure Pipe as set forth under the provisions of 2611.2A3, and Polyethylene pipe as set forth under the provision of 2611.2A4. Water service pipe of less than 3 inches in inside diameter shall conform to the requirements of ASTM B 88 for Seamless Copper Water Tube, Type K, Soft Annealed temper, Polyethylene Pipe as per AW WA C901 or Polyvinyl Chloride Pipe and fittings as 26 per a ASTM D1785, D2241, D2466, D2467 and D2740 as specified on the Proposal or in the Special Provisions. Corporation stops, saddles, curb stops, and curb stop service boxes shall conform to the requirements of AW WA C800 be as detailed in the Plans, Specifications, and Special Provisions or approved designations. All fittings for copper tubing shall be cast brass, having uniformity in wall thickness and strength, and shall be free of defects affecting serviceability. All copper pipe fittings shall be flared or compression type. All threads for underground service line fittings shall conform to the requirements of AW WA C-800. Each fitting shall be permanently and plainly marked with the name or trademark of the manufacturer. Curb stop service boxes shall be gray iron castings conforming to the requirements of ASTM A 48 for Class 20 or higher tensile strength and shall have 18 inches of vertical adjustment for the cover depth specified in the Plans, Specifications, and Special Provisions. E. Polyethylene Encasement Material Polyethylene encasement material shall conform to the requirements ofAWWA C-105 for tube type installation and 8 mil nominal film thickness. F. Restrained Joint Retainer Glands Where water main joint restraint is required by the use of retainer glands, the retainer glands shall be American, US Pipe or Mega -Lug type, ductile iron, and be designed to withstand the design pressures indicated in the Plans, Specifications, and Special Provisions. All nuts, bolts, and tie rod type restraints shall be stainless steel or coated with an approved rustproofing material. G. Mortar Mortar for use in masonry construction shall be an air -entrained mixture of one part Masonry Cement (Type I) and two parts mortar sand, with sufficient water added to produce proper consistency, and with sufficient air -entraining agent added to maintain an air content within the range of 7 to 10 percent. Mortar shall meet the requirements of ASTM C270. H. Concrete Concrete for cast -in-place masonry construction shall be produced and furnished in accordance with the provisions of Mn/DOT Specification 2461 for the mix design indicated in the Plans, Specifications, or Special Provisions. The requirements for Grade 27 B concrete shall be met where a higher grade is not specified. Type 3, air -entrained, concrete shall be furnished and used in all structures having weather exposure. 2611.3 CONSTRUCTION REQUIREMENTS A. Installation of Pipe and Fittings Installation of ductile iron water mains and their appurtenances shall conform to the requirements of AW WA C-600 Specifications, the Plans, Specifications and Special Provisions. Prestressed concrete cylinder pipe and their appurtenances shall conform to the requirements of AW WA C301 and C304. The installation shall be to the bedding and backfill conditions specified in the Plans, Specifications, or Special Provisions. Installation of Polyvinyl Chloride (PVC) pipe and their appurtenances shall conform to the requirements of AW WA C900. The installation shall be to the bedding and backfill conditions specified by the Manufacturer, Plans, Specifications, or Special Provisions. Installation of Polyethylene Pipe and their appurtenances shall conform to the requirements of AW WA C906. The installation shall be to the bedding and backfill conditions specified by the Manufacturer, Plans, Specifications, or Special Provisions. Installation of pipe and fittings shall also conform to the following general guidelines: Al. Inspection and Handling Proper and adequate implements, tools, and facilities satisfactory to the Engineer shall be provided and used by the Contractor for the safe and convenient prosecution of the work. During the process of unloading, all pipe and accessories shall be inspected by the Contractor for damage. The Contractor shall notify the Engineer of all material found to have cracks, flaws or other defects. The Engineer shall inspect the damaged material and have the right to reject any materials found to be unsatisfactory. The Contractor shall promptly remove all rejected material from the site. All materials shall be handled carefully, as will prevent damage to protective coatings, linings, and joint fittings; preclude contamination of interior areas; and avoid jolting contact, dropping, or dumping. While suspended and before being lowered into laying position, each pipe section and appurtenant unit shall be inspected by the Contractor to detect damage or unsound conditions that may need corrective action or be cause for rejection. The Contractor shall inform the Engineer of any defects discovered and the Engineer will prescribe the required corrective actions or order rejection. W-;1 Immediately before placement, the joint surfaces of each pipe section and fitting shall be inspected for the presence of foreign matter, coating blisters, rough edges or projections, and any imperfections so detected shall be corrected by cleaning, trimming, or repair as needed. A2. Pipe Laying Operations Trench excavation and bedding preparations shall proceed ahead of pipe placement as will permit proper placement and joining of the pipe and fittings at the prescribed grade and alignment without unnecessary hindrance. All foreign matter or dirt shall be removed from the inside of the pipe and fittings before they are lowered into position in the trench, and they shall be kept clean by approved means during and after laying. The water main materials shall be carefully lowered into laying position by the use of suitable restraining devices. Under no circumstances shall the pipe be dropped or dumped into the trench. At the time of pipe placement, the bedding conditions shall be such as to provide uniform and continuous support for the pipe between bell holes. Bell holes shall be excavated as necessary to make the joint connections, but they shall be no larger than would be adequate to support the pipe throughout its length. No pipe material shall be laid in water nor when the trench or bedding conditions are otherwise unsuitable or improper. When placement or handling precautions prove inadequate, in the Engineer's opinion, the Contractor shall provide and install suitable plugs or caps effectively closing the open ends of each pipe section before it is lowered into laying position, and they shall remain so covered until removal is necessary for connection of an adjoining unit. As each length of bell and spigot pipe is placed in laying position, the spigot end shall be centered in the bell and the pipe forced home and brought to correct line and grade. The pipe shall be secured in place with approved backfill material, which shall be thoroughly compacted by tamping around the pipe to a height of at least 12 inches above its top. Acceptable tamping techniques include hand tamping and use of hand operated mechanical tamping devices. At all times when pipe laying is not in progress, including noon hour and overnight periods, all open ends of the pipe line shall be closed by watertight plugs or other means approved by the Engineer. If water is present in the trench, the seals shall remain inplace until the trench is pumped completely dry. When connecting to existing stubs, the Contractor shall take every precaution necessary to prevent dirt or debris from entering the existing lines. All necessary work to make the connection shall be done at no additional compensation, except where noted otherwise. A3. Aligning and Fitting of Pipe The cutting of pipe for inserting valves, fittings, or closure pieces shall be done in a neat and workmanlike manner without damage to the pipe and so as to leave a smooth square - 29 cut end. Pipe shall be cut with approved mechanical cutters. The electric -arc cutting method, using carbon or steel rod, will be approved for use on larger size ductile or gray pipe where mechanical cutters are not available. Flame cutting will not be allowed under any conditions. All rough edges shall be removed from the cut ends of pipe and, where rubber gasket joints are used, the outer edge shall be rounded or beveled by grinding or filing to produce a smooth fit. Wherever it is necessary to deflect ductile iron pipe from a straight line either in the vertical or horizontal plane, to avoid obstructions, plumb stems, or produce a long radius curve when permitted, the amount of deflection allowed at each joint shall not exceed the allowable limits for maintaining a satisfactory joint seal as given in AW WA C-600 for mechanical joints and push -on joints. The maximum angular deflection at any joint for other pipe materials and joints shall not exceed the manufacturer's recommendations. If the specified alignment requires angular deflections greater than recommended or allowed, the Contractor shall provide appropriate bends or shorter pipes such that the maximum angular deflection is not exceeded. Connection and assembly of joints shall be accomplished during the setting, aligning, and fitting operations, in accordance with the provisions of Section 2611.21), to the extent that the jointing requirements will permit. A4. Blocking and Anchoring of Pipe All plugs, caps, tees, bends, and other thrust points shall be provided with reaction backing, or movement shall be prevented by attachment of suitable restraining devices or tie rods, in accordance with the requirements of the Plans, Specifications, and Special Provisions. In the absence of other specified requirements for reaction backing or restraining devices, the following provisions shall apply: (1) All horizontal bends exceeding 20 degrees deflection, and all caps, plugs, and branch tees shall be provided with concrete buttress blocking. (2) All vertical bends exceeding 20 degrees deflection shall be provided with concrete buttress blocking at the low points and with metal tie rod or strapping restraints at the high points. (3) Offset bends made with standard offset fittings need not be strapped or buttressed. Hardwood blocking shall only be used as temporary reaction backing until acceptable permanent reaction blocking or restraining devices have been installed. Blocking shall be nominal 2 -inch timber having an area equivalent to at least four times the area of the surface of the cap or plug it restrains. 30 Concrete buttresses shall be poured against firm, undisturbed ground and shall be formed in such a way that the joints will be kept free of concrete and remain accessible for repairs. The concrete mix used in buttress construction shall meet the requirements for Grade B concrete in conformance with Mn/DOT Specification Section 2461. Buttress dimensions shall be a minimum of 12 inches in thickness, and the minimum area, in square feet shall be as follows. PIPE SIZE TEE OR PLUG 1/4 BEND 1/8 BEND 1/32 & 1/16 BENDS 6" 2.9 3.1 1.6 0.8 8" 3.7 5.3 2.9 1.4 10" 5.7 8.1 4.4 2.2 12" 8.1 13.4 6.6 3.2 16" 15.1 21.4 11.6 5.9 20" 23.2 30.2 18.1 9.3 24" 33.6 48.5 26.1 13.3 Contractors are instructed to size concrete buttress blocking on fittings and dead ends where the blocking must withstand the pressure of larger main line fittings equipped with reducers, for the larger sized main line thrust and not for smaller fitting size only. This is of particular importance on tees and crosses where the main size is reduced on the run from large to small size by use of reducers. All metal parts of tie rod or strap type restraints shall be galvanized or coated with other approved asphaltic type rustproofmg. All necessary fittings, bands, tie rods, nuts, and washers, and all labor and excavation required for installation of reaction restraints shall be fa nished at the Contractor's expense with no direct compensation provided therefore. A5. Polyethylene Encasement of Pipeline Wherever so required by the Plans, Specifications, or Special Provisions, the pipeline, including valves, fittings, and appurtenances, shall be fully encased in polyethylene film meeting the requirements of these Specifications. The film shall be famished in tube form for installation on pipe and all pipe -shaped appurtenances such as bends, reducers, off- sets, etc. Sheet film shall be provided and used for encasing all odd -shaped appurtenances such as valves, tees, crosses, etc. 31 The polyethylene tubing shall be installed on the pipe prior to being lowered into the trench. Tubing length shall be sufficient to provide a minimum overlap at all joints of one foot or more. Overlap may be accomplished with a separate sleeve tube placed over one end of the pipe prior to connecting another section of pipe, or by bunching extra overlap material at the pipe ends in accordion fashion. After completing the pipe jointing and positioning the overlap material, the overlap shall be secured in place with plastic adhesive tape wrapped circumferentially around the pipe not less than three turns. After encasement, the circumferential slack in the tubing film shall be folded over at the top of the pipe to provide a snug fit along the barrel of the pipe. The fold shall be held in place with plastic adhesive tape applied at intervals of approximately three feet along the pipe length. Also, any rips, punctures, or other damage to the tubing shall be repaired as they are detected. These repairs shall be made with adhesive tape and overlapping patches cut from sheet or tubing material. At odd -shaped appurtenances such as gate valves, the tubing shall overlap the joint and be secured with tape, after which the appurtenant piece shall be wrapped with a flat film sheet or split length of tubing by passing the sheet under the appurtenance and bringing it up around the body. Seams shall be made by bringing the edges together, folding over twice, and taping down. Wherever encasement is terminated, it shall extend for at least two feet beyond the joint area. Openings in the tubing for branches, service taps, air valves and similar appurtenances shall be made by cutting an X-shaped slit and temporarily folding back the film. After installing the appurtenance, the cut tabs shall be secured with tape and the encasement shall be completed as necessary for an odd -shaped appurtenance. Unless otherwise specified in the Plans, Specifications, and Special Provisions, hydrants encased in polyethylene tubing shall have plugged drain outlets. B. Connection and Assembly of Joints Where rubber gasketed joints are specified, care shall be taken during the laying and setting of piping materials to insure that the units being joined have the same nominal dimension of the spigot outside diameter and the socket inside diameter. A special adaptor shall be provided to make the connection when variations in nominal dimension might cause unsatisfactory joint sealing. Immediately before making the connection, the inside of the bell or socket and the outer surface of the spigot ends shall be thoroughly cleaned to remove oil, grit, excess coating, and other foreign matter. Insertion of spigot ends into the socket or bell ends shall be accomplished in a manner that will assure proper centering and insertion to full depth. The joint seal and securing requirements shall be as prescribed below for the applicable pipe and joint type. 32 B1. Ductile Iron Pressure Pipe and Fitting Joints Ductile iron pressure pipe and fitting joints shall conform to AW WA C-111. Bla. Push -On Joints The circular rubber gasket shall be kept in a warm, flexible condition at all times, and for purposes of placement shall be flexed inward and inserted in the gasket recess of the bell socket. A thin film of approved gasket lubricant shall be applied to either the inside surface of the gasket or the outside surface of the spigot end, or to both. Care shall be taken while inserting the spigot end to prevent introduction of contaminants. The joint shall be completed by forcing the spigot end to the bottom of the socket by the use of suitable pry -bar or jack type equipment. Spigot ends which do not have depth marks shall be marked before assembly to insure full insertion. Field cut pipe shall be filed or ground at the spigot edge to resemble the manufacturer's fabricated detailing. The use of the bucket on the excavation equipment to force the pipe into the socket shall not be permitted. Blb. Mechanical Joints The last eight inches of the outside spigot surface and the inside bell surface of each pipe and appurtenance joint shall be painted with a soap solution, after being thoroughly cleaned. The gland shall then be slipped on the spigot end with the lip extension toward the socket or bell end. The rubber gasket shall be kept in a warm, flexible condition at all times, and for purposes of placement shall be painted with soap solution and be placed on the spigot end with the thick edge toward the gland. An approved lubricant provided by the pipe manufacturer may be used in lieu of the soap solution. After the spigot end is inserted into the socket to full depth and centered, the gasket shall be pressed into place within the bell evenly around the entire joint. After the gland is positioned behind the gasket, all bolts shall be installed and the nuts tightened alternately to the specified torque, such as to produce equal pressure on all parts of the gland. Unless otherwise specified, the bolts shall be tightened by means of a suitable torque - limiting wrench to within a foot-pound range of 45 to 60 for 5/8 inch bolts; 75 to 90 for 3/4 inch bolts; 85 to 100 for 1 inch bolts; and 105 to 120 for 1-1/4 inch bolts. After tightening, all exposed parts of the bolts and nuts shall be completely coated with an approved asphaltic type rust preventive material. Blc. Flanged Joints Flanged joints shall be installed only in above grade or exposed locations and shall conform to the requirements of AWWA C115 Specifications, the Plans, Specifications and Special Provisions. Flanged joints shall have full face gaskets. 33 B2. Prestressed Concrete Cylinder Pipe Joints Unless otherwise indicated, all pipe and appurtenances shall be joined by means of the rubber gasketed bell and spigot connection in accordance with AW WA C301 or C304 and with the recommendations of the pipe manufacturer and the provisions hereof. All contact surfaces of the steel bell and spigot assembly shall be thoroughly lubricated with approved material before the connection is made. After the joint has been set in the home position, the outside joint recess shall be filled with cement grout, poured into place by means of a paper or cloth diaper. The grout shall contain at least one part Portland cement for each two parts of sand. Care shall be taken in pouring the grout to assure complete filling of the recess around the entire pipe circumference. B3. Polyvinyl Chloride Pipe Joints 113a. Push -On Joints The circular rubber gasket shall be bonded to the inner wall of the gasket recess of the bell socket. Installation of pipe spigot into the bell socket shall conform to the requirements for Ductile Iron Push -On Joints as set forth under the provisions of 2611.3B1a B4. Polyethylene Pipe Joints Polyethylene pipe joints shall conform to the requirements of AW WA C-906, and shall be made by the Thermal Butt -Fusion Method. C. Water Service Installations Water service facilities consisting of Tap Service Lines and Branch Service Lines, complete with all required appurtenances, shall be installed as required by in the Plans, Specifications, and Special Provisions, in accordance with all pertinent requirements for main line installations together with the provisions hereof. It shall be the responsibility of the Contractor to keep an accurate record of the location, depth and size of each service connection and other pertinent data such as the location of curb stops and pipe endings. Tap locations shall be recorded in reference to survey line stationing. Curb stops shall be tied to definable land marks such as building comers, lot comer markers, etc. Pipe terminals at the property line shall be marked to the ground surface with a suitable wood timber 4 by 4 inch, 8 feet long set vertically into the ground with the top 2 feet painted blue. Approved record keeping forms will be furnished by the Engineer and the completed records shall be submitted by the Contractor upon completion of the work. 34 Water service lines shall normally be installed by trenching and be subject to the same requirements as prescribed for the main pipeline installation, except for those which may not be pertinent or applicable. Where water service lines are installed alongside of sanitary service lines, installation shall be such as to maintain the minimum specified clearances between pipelines and provide proper and adequate bearing for all pipes and appurtenances. For separate installation, the trench width shall be not less than two feet. Subject to minimum clearances, the water lines may be laid in a common trench excavated principally for sewer installation, either by widening the trench as necessary or by providing a shelf in the trench wall where ground stability will permit. When water service pipe is placed in a common trench with sewer service pipe, the sewer service pipe shall be constructed of materials and with joints equivalent to water main standards. Water service lines shall be installed to provide for the specified cover over the top of the pipe and with not less than 18 inches of clearance between pipelines. A minimum 3 inches of clearance shall be maintained in crossing over or under other structures. Where the service pipe may be exposed to freezing due to insufficient cover or exposure from other underground structures, the water pipe shall be insulated as directed by the Engineer. Cl. Tee Branch Service Lines Tee branch service piping shall be of the type, size, and wall thickness specified. The pipe and appurtenances shall have rubber gasketed push -on or mechanical joints. Tee branch service lines shall be provided as required by the Plans. Installation of tee branch service facilities shall be in accordance with all applicable requirements of these specifications as pertain to the mainline installations. C2. Tapped Service Lines Service piping shall be of the size and type specified. Unless otherwise specified, minimum pipe size for tap service installations shall be one inch nominal inside diameter. Larger size pipe may be specified for commercial and industrial uses or for some domestic service as specifically identified. Installation of service facilities shall be in accordance with all applicable requirements of these specifications as pertain to the mainline installations, subject to the exceptions and supplementary provisions set forth hereinafter. Unless otherwise indicated, service piping may be laid directly on any solid foundation soil that is free of stones and hard lumps. However, when specified or ordered, aggregate materials shall be furnished and placed as necessary to secure proper foundation drainage, pipe covering, or backfill support. Tapped service piping of 3/4 inch to and including 1-1/4 inches in diameter shall be installed in one piece without intermediate joint couplings between the corporation stop 35 and the curb stop. Service pipe of 1-1/2 inches in diameter and larger shall be furnished in standard roll lengths to eliminate any intermediate joints. When full roll lengths are less than the service length the rolls may be joined with approved couplings. Unless otherwise specified, connection of tapped service lines to the water main shall be made at an angle of not more than 22 degrees from the horizontal. A double wrap of Teflon tape shall be placed on the corporation stop threads prior to installation in the main. Expansion loops shall be directed downward or horizontal from the tap. Unless otherwise indicated, tap service lines shall be installed on a straight line at right angles to the water main or property line as directed by the Engineer. In the absence of specific requirements, the service line shall be terminated at the property line, where it shall be connected to an existing line or, in the case of undeveloped property, it shall be capped, plugged, or peened as approved by the Engineer. The flaring of copper tubing ends shall be accomplished only with the use of the proper size and type of tools as designed for the purpose. Tubing shall be cut squarely and all edge roughness shall be removed prior to flaring. All couplings shall be tightened securely, so the flared end fits snugly against the bevel of the fitting without leakage. The flared joint couplings shall be made up without the use of jointing compounds. The service pipe and curb stop coupling depth shall be such as to maintain not less than the specified minimum cover. The service box shall be connected to or centered over the curb stop and be firmly supported on concrete blocking as required by the Plans, Specifications, and Special Provisions. Clearance shall be provided so the service box does not rest on the water pipe. Service boxes shall be installed plumb. The service boxes shall be brought to proper surface grade when the final ground surface has been established. D. Setting Valves, Hydrants, Fittings and Specials Valves, hydrants, fittings, and specials shall be provided and installed as required by the Plans, Specifications, and Special Provisions, with the exact locations and setting as directed by the Engineer, and with each installation accomplished in accordance with the requirements for installation of mainline pipe to the extent applicable. Support blocking, reaction backing, and anchorage devices shall be provided as required by the Plans, Specifications, and Special Provisions, or as otherwise ordered by the Engineer. Hydrants shall be installed plumb, with the height and orientation of nozzles as shown in the Plans or as directed by the Engineer. Unless otherwise specified, the hydrants shall be connected to the mainline pipe with 6 -inch diameter ductile iron pipe, controlled by an independent valve. When a hydrant with an open drain outlet is set in clay or other impervious soil, a drainage pit of at least one cubic yard shall be excavated below and around the hydrant base and the pit shall be filled with Foundation Material to a level six inches above the 36 drain outlet. Two layers of tar paper, or other material approved by the Engineer, shall be carefully placed over the rock to prevent backfill material from entering voids in the rock drain. Hydrants located where the groundwater table is above the drain outlet shall have the outlet drain hole plugged or the drain tube cut off to prevent draining, and shall be equipped with a tag stating, 'Pump After Use". Valve boxes shall be centered over the valve wrench nut and be installed plumb, with the box cover flush with the surface of the finished pavement or at such other level as may be directed. Masonry valve pit structures, for valves with exposed gearing or operating mechanisms, shall be constructed in accordance with the details shown in the Plans and with the applicable provisions of these Specifications. Drainage blow -offs, air vents, and other special appurtenances shall be provided and installed as required by the Plans, Specifications, and Special Provisions. All dead ends shall be closed with approved plugs or caps and shall be equipped with suitable blow -off facilities. E. Disinfection of Water Mains Before being placed in service, the completed water main shall be disinfected. Disinfection materials and procedures, and the collection and testing of water samples, shall be in accordance with the provisions of AW WA C-651. After the final flushing the water shall be tested for bacteriologic quality and found to meet the standards prescribed by the Minnesota Department of Health. Where an existing water main is cut for the installation of any fitting, the pipe and fittings proposed to be installed shall be disinfected prior to installation as follows: (1) The interior of the pipe and fittings shall be cleaned of all dirt and foreign material. (2) The interior of the pipe and fittings shall be thoroughly swabbed or sprayed with a 1 percent minimum hypochlorite solution. Unless otherwise indicated in the Plans, Specifications, and Special Provisions, the Contractor shall furnish all materials and perform the disinfecting, flushing, and testing as necessary for meeting the water quality requirements. The flushing operations and the form of chlorine and method of application to be used shall be subject to approval by the Engineer. F. Electrical Conductivity Test The Contractor shall perform a conductivity test within one week after completion of pressure testing of the main on all iron pipe water mains to establish that electrical 37 thawing may be carried out in the future The system (pipeline, valves, fittings and hydrants) shall be tested for electrical continuity and current capacity. The electrical test shall be made after the hydrostatic pressure test and while the line is at normal operating pressure. Backfilling shall have been completed. The line may be tested in sections of convenient length as approved by the Engineer. Direct current of 350 amperes + 10%, shall be passed through the pipeline for 5 minutes. Current flow through the pipe shall be measured continuously on a suitable ammeter and shall remain steady without interruption or excessive fluctuation throughout the 5 -minute test period. Insufficient current or intermittent current or arcing, indicated by large fluctuation of the ammeter needle, shall be evidence of defective contact in the pipeline. The cause shall be isolated and corrected. Thereafter, the section in which the defective test occurred shall be retested as a unit and shall meet the requirements. Sources of Direct Current for these tests may be motor generators, batteries, are welding machines, etc. Direct Current arc welding machines will probably be the usual source. These machines are available in adequate capacity for these tests and are equipped with controls for regulating the current output. All such equipment shall be fumished by the Contractor, subject to the approval of the Engineer. Cables from the power source to the section of system under test should be of sufficient size to carry the test current without overheating or excessive voltage drop. Usable sizes will probably be in the range of 2/0 to 4/0 A.W.G. Connections for the test shall be made at hydrants. The hydrants shall be in the open position with the caps on during the test. The cable shall be clamped to the body of the hydrant. Note: After the test the hydrant shall be shut off and a cap loosened to allow hydrant drainage or the hydrant shall be pumped dry. Tighten cap after drainage. In using arc welding machines, the current control should be set at minimum before starting. After starting the machines, advance the control until the current indicated on the ammeter is at the desired test value. Caution: In case of open circuits at joints or connections, the voltage across the defective joint or connection will be in order of 50- 100 volts. G. Hydrostatic Testing of Water Mains After the pipe has been laid, including fittings and valves and blocking, all newly -laid pipe or any valved section thereof, unless directed otherwise by the Engineer, shall be subject to hydrostatic pressure of 150 pounds per square inch. The duration of each such test shall be at least two hours. 38 Each section of pipe to be tested shall be filled with water and all air expelled at the highest point. The required taps to expel air or to fill the water main shall be supplied and installed by the Contractor and shall be 3/4 inch and shall include an approved service saddle when required. The test apparatus shall be applied at the lowest elevation on the section to be tested. The apparatus shall be connected to the main at a service tap or special tap location. The pressure gauge shall be a standard pressure gauge. The dial shall register from 0 - 200 psi and have a dial size of 4 1/2 inches with 1 psi increments. The hydrostatic test, pressure requirement for an acceptable test shall be a maximum pressure drop of 2 psi during the last hour of the two hour pressure test. If this test requirement cannot be met, the Contractor shall investigate the cause, make corrections, and retest until the pressure drop requirement can be met. Only if several consecutive tests indicate a consistent pressure drop and only after the Contractor has made numerous attempts to resolve the problem, acceptable to the Engineer, may the Contractor request in writing and the Engineer consider the use of the leakage test. The leakage test may be performed by the Contractor to determine the magnitude of the leak, however, meeting the leakage allowance shall not automatically be considered acceptance, in lieu of the pressure test, for the section being tested. Final acceptance shall be at the discretion of the Engineer. When allowed, the leakage test shall be performed in accordance with AWWA C-600, Section 4.1.5, 4.1.6 and the line will be accepted as per Section 4.1.7. H. Operational Inspection At the completion of the project and in the presence of the Engineer and the Contractor, representatives of the Owner shall operate all valves, hydrants, and water services to ascertain that the entire facility is in good working order; that all valve boxes are centered and valves are opened; that all hydrants operate and drain properly; that all curb boxes are plumb and centered; and that water is available at all curb stops. 2611.4 METHOD OF MEASUREMENT All items will be measured separately according to design designation as indicated in the Pay Item name and as may be detailed and defined in the Plans, Specifications, or Special Provisions. Pipe will generally be designated by size (inside diameter or span), strength class, kind or type, and laying condition. Payment shall include all component parts thereof as described or required to complete the unit, but excluding any item covered by a separate pay item. Lineal measurement of piping will include the running length of any special fittings (tees, wyes, bends, gates, etc.) installed within the line of measure between specified terminal points. 39 A. Water Pipe Mainline pipe and service pipe of each kind and size will be measured separately by the overall length along the axis of the pipeline, from beginning to end of each installation and without regard to intervening valves or specials. Terminal points of measure will be the spigot or cut end, base of hub or bell end, center of valves or hydrants, intersecting centers of tee or wye branch service connections, and center of corporation stop or curb stop couplings. B. Valves Valves of each size and type will be measured separately as complete units, including the required manhole or valve box setting. C. Corporation Stops Corporation stops of each size and type will be measured separately by the number of units installed, including the water main tap and saddle. D. Curb Stops Curb stops of each size and type will be measured separately by the number of units installed, including the required curb box. E. Hydrants Hydrants will be measured by the number of units installed. F. Air Vents Air vents of each type and size will be measured separately by the number of complete units installed, including the required manhole or valve box setting. G. Rearrangement of Inplace Facilities The removal, relocation, extension, or adjustment of existing inplace facilities will be measured, as indicated in the Proposal. H. Polyethylene Encasement Polyethylene encasement of pipe will be measured by the linear foot of pipe encased of each specified size. M I. Ductile and Gray Iron 1}ttings Ductile Iron and Gray Iron fittings shall be measured by the pound without joint accessories or on an each basis as specified on the Proposal or in the Special Provisions. The standard weight of Ductile Iron and Gray Iron fittings, for payment basis, shall be as published in AW WA C-110. L Polyvinyl Chloride or Polyethylene Polyvinyl Chloride or Polyethylene fittings shall be measured on an each basis as specified and shown on the Proposal or in the Special Provisions. IC. Access Structures Access structures, such as valve boxes, service boxes, manholes and vaults, will be measured for payment only when and to the extent that the Proposal contains specific items therefore. Otherwise, the required structures are included for payment as part of the pipe appurtenance (Gate Valve, Curb Stop, Air Vent, etc.) item which is served. When applicable, measurement will be by the number of individual units installed of each type and design. 2611.5 BASIS OF PAYMENT Payment for construction of water distribution facilities will be made as detailed in the method of measurement and as shown on the Bid Proposal or detailed in the Special Provisions. Payment shall include all costs of furnishing and installing the complete facility as required by the Plans, Specifications, and Special Provisions. Payment shall be made for Water Main Pipe, Service Pipe, and Tapped Service Pipe, of each size and kind at the appropriate Contract prices per linear foot installed All costs of pipeline disinfection, leakage testing, pipe jointing materials, dead end plugs and caps, making connections to existing facilities, blocking and anchorage materials, and other work necessary for proper installation of pipe as specified shall be included for payment as part of the pipe item, without any direct compensation being made therefore unless specific pay items are included on the Proposal. Payment shall be made for Valves, Corporation Stops, Curb Stops, Hydrants, Air Vents, Polyethylene Encasement, Insulation, and other specially identified appurtenant items, at the appropriate Contract prices per unit of measure for each size and type or kind installed. Access structures such as Valve Boxes, Service Boxes, Manholes, and Vaults will be paid for as separate items only when separate pay items are included on the Proposal. Payment for rearrangement of inplace facilities or vertical offset of proposed facilities shall be made under specially named items at the appropriate Contract prices per unit of 41 measure and shall be compensation in full for all costs of performing the work as specified. All costs of excavating to foundation grade, preparing the foundation, placing and compacting backfill materials, restoring surface improvements, and other work necessary for prosecution and completion of the work as specified, shall be included for payment as part of the pipe and pipe appurtenance items without any direct compensation being made therefore, unless specific pay items are included on the Proposal. When special aggregate backfill materials are required to be fiunished and placed to comply with the indicated Laying Conditions, the costs thereof shalt be included for payment as part of the pipe items without any direct compensation therefore. In the absence of special payment provisions, all costs of repairing, replacing, or otherwise restoring surface improvements as required by the Contract shall be included for payment as part of other Contract items without any direct compensation being made therefore. * * * END OF SECTION * * * 42 SECTION 2621 SANITARY SEWER AND STORM SEWER INSTALLATION 2621 STANDARD SPECIFICATIONS FOR SANITARY SEWER AND STORM SEWER INSTALLATION 2621.1 DESCRIMON This work shall consist of the construction of pipe sewers utilizing plant fabricated pipe and other appurtenant materials, installed for conveyance of sewage, industrial wastes, or storm water. The work includes construction of manhole and catch basin structures and other related items as specified. Use of the term "Plans, Specifications, and Special Provisions" within this specification shall be construed to mean those documents that compliment, modify, or clarify these specifications and are accepted as an enforceable component of the Contract or Contract Documents. All references to Mn/DOT Specifications shall mean the latest published edition of the Minnesota Department of Transportation Standard Specifications for Construction as modified by any Mn/DOT Supplemental Specifications issued before the date of advertisement for bids. All references to other Specifications of AASHTO, ASTM, ANSI, AWWA, etc. shall mean the latest published edition available on the date of advertisement for bids. The following specifications have been referenced in this Specification: AASHTO M198 Specification for Joints for Circular Concrete Sewer and Culvert Pipe Using Flexible Watertight Gaskets AASHTO M294 Specification for Corrugated Polyethylene Pipe, 300 -to 1200 -mm Diameter ASTM A48 Specification for Gray Iron Castings ASTM A74 Specification for Cast Iron Soil Pipe and Fittings ASTM C76 Specification for Reinforced Concrete Pipe ASTM C270 Mortar for Unit Masonry ASTM C361 Specification for Reinforced Concrete Low Head Pressure Pipe ASTM C425 Specification for Compression Joints for VCP and Fittings ASTM C443 Specification for Joints for Circular Concrete Sewer and Culvert Pipe, Using Rubber Gaskets ASTM C478 Specification for Precast Reinforced Concrete Manhole W ASTM D543 Test Method for Resistence of Plastic to Chemicals ASTM C564 Specification for Rubber Gaskets for Cast Iron Soil Pipe and Fittings ASTM C700 Specification for Vitrified Clay Pipe ASTM D2321 Recommended Practice for Installation of Flexible Thermo -plastic Sewer Pipe ASTM D2751 Specification for ABS Pipe and Fittings ASTM D3034 Specification for PVC Sewer Pipe and Fittings ASTM D3212 Specification for Joints for Drain and Sewer Plastic Pipes Using Flexible Elastomeric Seals ASTM F679 Specification for Large -Diameter PVC Sewer Pipe and Fittings ASTM F949 Specification for Poly (Vinyl Chloride) (PVC) Corrugated Sewer Pipe with a Smooth Interior and Fittings AWWA C 104 American National Standard for Cement -Mortar Lining for Ductile -Iron Pipe and Fittings for Water AWWA C110 American National Standard for Ductile -Iron and Gray -Iron Fittings, 3 In. Through 48 In. (75 mm Through 1200 mm), for Water and Other Liquids AWWA C 111 American National Standard for Rubber -Gasket Joints for Ductile -Iron Pressure Pipe and Fittings AWWA C115 American National Standard for Flanged Ductile -Iron Pipe With Ductile - Iron or Gray -Iron Threaded Flanges AWWA C150 American National Standard for Thickness Design of Ductile -Iron Pipe AWWA C151 American National Standard for Ductile -Iron Pipe, Centrifugally Case, for Water or Other Liquids AWWA C153 American National Standard for Ductile -Iron Compact Fittings, 3 In. Through 24 In. (76 mm Through 610 mm) and 54 In. Through 64 In. (1,400 mm Through 1,600 mm), for Water Service 2621.2 MATERIALS All materials required for this work shall be new material conforming to requirements of the referenced specifications for the class, kind, type, size, grade, and other details indicated in the Contract. Unless otherwise indicated, all required materials shall be furnished by the Contractor. If any options are provided for, as to type, grade, or design of the material, the choice shall be limited as may be stipulated in the Plans, Specifications, or Special Provisions. All manufactured products shall conform in detail to such standard design drawings as may be referenced or furnished in the Plans. Otherwise, the Owner may require advance approval of material suppliers, product design, or other unspecified details as it deems desirable for maintaining adopted standards. At the request of the Engineer, the Contractor shall submit in writing a list of materials and suppliers for approval. Suppliers shall submit a Certificate of Compliance that the materials famished have been tested and are in compliance with the specifications. A. Sewer Pipe and Service Line Materials All pipe furnished for main sewer and service line installations shall be of the type, kind, size, and class indicated for each particular line segment as shown in the Plans and designated in the Contract Items. Wherever connection of dissimilar materials or designs is required, the method of joining and any special fittings employed shall be products specifically manufactured for this purpose and subject to approval by the Engineer. Al. Vitrified Clay Pipe and Fittings Vitrified clay extra strength pipe and fittings shall conform to the requirements of ASTM M-65 for the size and type and class specified, subject to the following supplementary provisions: (1) Unless otherwise specified, the pipe and fittings shall be non -perforated, full circular type, either glazed or unglazed. (2) All pipe and fittings manufactured with bell -and -spigot ends shall be furnished with factory fabricated compression joints conforming to the requirements of ASTM C425. (3) In lieu of the bell -and -spigot jointing requirements, the pipe and fittings may be fiunished with plain ends, in which case the jointing shall be by means of compression couplings conforming to the requirements of ASTM C-425, Type B. (4) All clay pipe fittings (wyes, tees, bends, plugs, etc.) shall be of the same pipe class and joint design as the pipe to which they are to be attached. (5) Pipe and fittings manufactured to the standards of AASHTO 52;65 may be accepted by prior approval of the Engineer. 45 A2. Ductile Iron Pipe and Ductile Iron and Gray Iron and Fittings The pipe furnished shall be Ductile Iron pipe and fittings furnished shall be of the Ductile Iron or Gray Iron type as specified for each particular use of installation. When Gray Iron is specified, either type may be furnished. Gray Iron may not be substituted for Ductile Iron unless specifically authorized in the Special Provisions. Ductile iron pipe shall conform to the requirements of AWWA C 115 or C 151 for water and thickness design shall conform to AWWA C150. In addition, the pipe shall comply with the following supplementary provisions: (1) Fittings shall conform to the requirements of AWWA C110 OR 153 (Gray Iron and Ductile Iron Fittings or Ductile Iron Compact Fittings) for the joint type specified. (2) Unless otherwise specified, all pipe and fittings shall be furnished with cement mortar lining meeting the requirements of AWWA C104 for standard thickness lining. All exterior surfaces of the pipe and fittings shall have an asphaltic coating at least one mil thick. Spotty or thin seal coating, or poor coating adhesion, shall be cause for rejection. (3) Rubber gasket joints for Ductile Iron Pressure Pipe and fittings shall conform to AWWA C111. A3. Reinforced Concrete Pipe and Fittings Reinforced concrete pipe, fittings and specials shall conform with the requirements of ASTM C-76 (Reinforced Concrete Pipe) with rubber O-ring or profile joints for the type, size, and strength class specified, subject to the following supplementary provisions: (1) All branch fittings such as tees, wyes, etc. shall be cast as integral parts of the pipe. All fittings and specials shall be of the same strength class as the pipe to which they are attached. (2) Joints shall meet the requirements of ASTM C-361. (3) Lift holes will not be permitted unless specifically authorized in the Plans, Specifications, and Special Provisions A4. Corrugated Steel Pipe and Fittings Corrugated steel pipe and fittings shall conform to the requirements of MXMOT Specification 3226 (Corrugated Steel Pipe) for the type, size and sheet thickness specified. When specifically provided for in the Pians, Specifications, and Special Provisions, the galvanized steel pipe and fittings shall be furnished with special aramid fiber bonded, bituminous, or plastic coating or concrete lining as required. 46 A5. Polyvinyl Chloride Pipe and Fittings Smooth walled polyvinyl chloride pipe and fittings shall conform with the requirements of ASTM D-3034 and ASTM F-679 for the size, standard dimension ratio (SDR), and strength requirements indicated on the Plans, Specifications, and Special Provisions. The grade used shall be resistant to aggressive soils or corrosive substances in accordance with the requirements of ASTM D-543. Unless otherwise specified, all pipe and fittings shall be SDR 35 and connections shall be push -on with elastomeric gasketed joints which are bonded to the inner wall of the gasket recess of the bell socket. Corrugated polyvinyl chloride pipe and fittings with smooth interior shall conform with the requirements of ASTM F-949 for the size and wall thickness indicated on the Plans, Specifications, and Special Provisions. Unless otherwise specified, all pipe and fittings shall be push -on with snug fit elastomeric joints meeting rightness requirements of ASTM D-3212. A6. Cast Iron Soil Pipe Unless otherwise specified in the Plans, Specifications, and Special Provisions, cast iron soil pipe shall be service weight pipe meeting the requirements of ASTM A-74 and the Plans, Specifications, and Special Provisions. Unless otherwise specified, pipe joints shall be push -on, sealed with elastomeric gaskets, meeting the requirements of ASTM C-564. A7. Acrylonitrile -Butadiene -Styrene Pipe Acrylonitrile -Butadiene -Styrene (ABS) solid wall pipe and fittings shall conform to the requirements of ASTM D-2751 for 4 inch and 6 inch diameter and shall be gasket seal joints, assembled as recommended by the pipe manufacturer. Solvent cemented joints, assembled as recommended by the pipe manufacturer, shall be provided only where specifically indicated in the Plans, Specifications, and Special Provisions. A8. Dual -Wall Corrugated Polyethylene Pipe Dual -Wall Corrugated Polyethylene Pipe shall conform to the requirements of AASHTO M-294 and Design 18 of the AASHTO Standard Specifications for Highway Bridges for storm sewer pipe sizes 12 -inch through 36 -inch. Joints shall be water -tight unless the engineer approves a soil -tight joint. Pipe manufacture, water -tight joint testing, and installation shall conform to current Mn/DOT requirements and/or as indicated in the Plans, Specifications, and Special Provisions. B. Metal Sewer Castings Metal castings for sewer structures such as manhole frames and covers, catch basin frames, grates and curb boxes, shall conform to the requirements of ASTM A48 (Gray Iron Castings), subject to the following supplementary provisions: 47 (1) Casting assemblies or dimensions, details, weights, and class shall be as indicated in the detailed drawings for the design designation specified. Unless otherwise specified, the castings shall be Class 30 or better. (2) Lid -to -frame surfaces on round casting assemblies shall be machine milled to provide true bearing around the entire circumference. (3) Casting weight shall be not less than 95 percent of theoretical weight for a unit cast to exact dimensions, based on 442 pounds per cubic foot. (4) A Certificate of Compliance shall be furnished with each shipment of castings stating that the materials furnished have been tested and are in compliance with the specification requirements. (5) Unless otherwise specified, sanitary sewer manholes in areas subject to flooding by surface water shall have self-sealing lids and recessed pick holes. (6) Unless otherwise specified, sanitary sewer manhole lids shall have recessed pick holes. C. Precast Concrete Manhole and Catch Basin Sections Precast concrete riser sections and appurtenant units (grade rings, top and base slabs, special sections, etc.) used in the construction of manhole and catch basin structures shall conform with the requirements of ASTM C-478, Mn/DOT 2506 and the following supplementary provisions: (1) The precast sections and appurtenant units shall conform to all requirements as shown on the detailed drawings. (2) Joints of manhole riser sections shall be tongue and groove with rubber "O" ring or profile joints provided on sanitary sewer manholes. Sanitary sewer inlet and outlet pipes shall be joined to the manhole with a gasketed, flexible, watertight connection or any watertight connection arrangement that allows differential settlement of the pipe and manhole wall to take place. (3) Air -entrained concrete shall be used in the production of all units. Air content shall be maintained within the range of 5 to 7 percent. (4) A Certificate of Compliance shall be furnished with each shipment of precast manhole and catch basin sections stating that the materials furnished have been tested and are in compliance with the specification requirements. (5) Lift holes will not be permitted in precast manholes. !13 D. Concrete Concrete for cast -in-place masonry construction shall be produced and furnished in accordance with the requirements of Mn/DOT Specification 2461 for the mix designation indicated in the Plans. The requirements for Grade B concrete shall be met where a higher grade is not specified. Type 3 (air -entrained) concrete shall be furnished and used in all structures having weather exposure. E. Mortar Mortar for use in masonry construction shall be an air -entrained mixture of one part Masonry cement, Type S, and two parts mortar sand, with sufficient water to produce proper consistency, and with sufficient air -entraining agent added to maintain an air content within the range of 7 to 10 percent. Mortar shall meet the requirements of ASTM C-270. 2621.3 CONSTRUCTION REQUIREMENTS A. Installation of Pipe and Fittings Al. Inspection and Handling Proper and adequate implements, tools, and facilities satisfactory to the Engineer shall be provided and used by the Contractor for the safe and convenient prosecution of the work. During the process of unloading, all pipe and accessories shall be inspected by the Contractor for damage. The Contractor shall notify the Engineer of all material found to have cracks, flaws or other defects. The Engineer shall inspect the damaged materials and have the right to reject any materials found to be unsatisfactory. The Contractor shall promptly remove all rejected material from the site. All materials shall be handled carefully, as will prevent damage to protective coatings, linings, and joint fillings; preclude contamination of interior areas; and avoid jolting contact, dropping, or dumping. All work and materials are subject to tests by the Owner at such frequency as may be determined by the Engineer. While suspended and before being lowered into laying position, each pipe section and appurtenant unit shall be inspected by the Contractor to detect damage or unsound conditions that may need corrective action or be cause for rejection. The Contractor shall inform the Engineer of any defects discovered and the Engineer will prescribe the required corrective actions or order rejection. Immediately before placement, the joint surfaces of each pipe section and fitting shall be inspected for the presence of foreign matter, coating blisters, rough edges or projections, and any imperfections so detected shall be corrected by cleaning, trimming, or repair as needed. 49 A2. Pipe Laying Operations Trench excavation and bedding preparations shall proceed ahead of pipe placement as will permit proper laying and joining of the units at the prescribed grade and alignment without unnecessary deviation or hindrance. All foreign matter or dirt shall be removed from the inside of the pipe and fittings before they are lowered into position in the trench and they shall be kept clean by approved means during and after laying. The sewer materials shall be carefully lowered into laying position by the use of suitable restraining devices. Under no circumstances shall the pipe be dropped into the trench. At the time of pipe placement, the bedding conditions shall be such as to provide uniform and continuous support for the pipe between bell holes. Bell holes shall be excavated as necessary to make the joint connections, but they shall be no larger than would be adequate to support the pipe throughout its length. No pipe material shall be laid in water nor when the trench or bedding conditions are otherwise unsuitable or improper. When placement or handling precautions prove inadequate, in the Engineer's opinion, the Contractor shall provide and install suitable plugs or caps effectively closing the open ends of each pipe section before it is lowered into laying position, and they shall remain so covered until removal is necessary for connection of an adjoining unit. Unless otherwise permitted by the Engineer, bell and spigot pipe shall be laid with the bell ends facing upgrade and the laying shall start on the downgrade end and proceed upgrade. As each length of bell and spigot pipe is placed in laying position, the spigot end shall be centered in the bell and the pipe forced home and brought to correct line and grade. The pipe shall be secured in place with approved backfill material, which shall be thoroughly compacted by tamping around the pipe to a height of at least 12 inches above the top with hand operated mechanical tamping devices or by hand. The joint areas shall remain exposed and precautions shall be taken to prevent the soil from entering the joint space, until the joint seal is effected. Backfill in the bell area shall be left loose. Connection of pipe to existing lines or previously constructed manholes or catch basins shall be accomplished as shown in the Plans or as otherwise approved by the Engineer. Where necessary to make satisfactory closure or produce the required curvature, grade or alignment deflections at joints shall not exceed that which will assure tight joints and comply with any limitations recommended by the pipe manufacturer. Entrance of foreign matter into pipeline openings shall be prevented at all times to the extent that suitable plugs or covering can be kept in place over the openings without interfering with the installation operations. Installation of thermoplastic pipe shall conform to ASTM D-2321. 50 A3. Connection and Assembly of Joints All pipe and fitting joints shall fit tightly and be fully closed. Spigot ends shall be marked as necessary to indicate the point of complete closure. All joints shall be soil tight, as the minimum requirement, and shall be watertight in all sanitary sewer pipe lines and in all storm sewer pipe lines installed within the limits of a paved street or highway traffic lanes. Where specified, the joints in certain assemblies shall be made structurally integral by being completely encased in concrete to form a rigid watertight unit as indicated in the standard drawings. All joints shall be sealed as follows, subject to such other approved method as the Engineer may authorize as being an acceptable alternative: (1) Concrete pipe and fitting joints - compression type rubber gasket seals conforming to the requirements of ASTM C-443, ASTM C-361 or AASHTO M-198 for circular pipe, or as otherwise approved by the Engineer in the case of non -circular pipe sections. (2) PVC pipe, and ABS solid wall pipe and fittings assembled gasket seal joints. (3) Corrugated smooth wall PVC and corrugated -double wall HDPE pipe and fittings - assembled push -on gasketed joints shall pass performance tests as listed in ASTM D- 3212. Solvent welds shall not be permitted. (4) Vitrified clay pipe and fittings - factory fabricated compression seals or compression type couplings. (5) Corrugated steel pipe and fittings - sealed with approved type compression seals A4. Bulkheading Open Pipe Ends All pipe and fitting ends left open for future connection shall be bulkheaded by approved methods prior to backfilling. Unless otherwise specified or approved, all openings of 24 inches in diameter or less shall be closed off with prefabricated plugs or caps and all openings larger than 24 inches in diameter shall be closed off with masonry bulkheads. Prefabricated plugs and caps shall be of the same material as the pipe material, or an approved alternate material, and they shall be installed with watertight seal as required for the pipeline joints. Masonry bulkheads shall be constructed with clay or concrete brick to a wall thickness of eight inches. Bulkheads installed for temporary service during construction may be constructed with two- inch timber planking securely fastened together and adequately braced, as an alternate to the masonry construction. 51 B. Appurtenance Installations Appurtenance items such as aprons, trash guards, gates and castings shall be installed where and as required by the Plans and in accordance with such standard detail drawings or supplementary requirements as may be specified. Casting assemblies installed on manhole or catch basin structures shall be set in a full mortar bed and be adjusted to the specified elevation without the use of shims or blocking. Sewer aprons shall be subject to all applicable requirements for installation of pipe. All aprons and outfall end sections shall have the last three sections tied. Two tie bolt fasteners shall be placed in each of the last three joints, one on each side of top center at the 60 degree point (from vertical). Tie bolt diameter shall be: 1/2 inch for 12" to and including 21" pipe; 5/8 inch for 24" to and including 36" pipe; 3/4 inch for 42" to and including 54" pipe; and 1" for 60" and larger pipe. The tie bolts shall be of a design approved by the Engineer. C. Sewer Service Installations Main sewer service connections and building service sewer pipe shall be installed as provided for in the Contract and as may be directed by the Engineer. The sewer service connections and pipe lines shall be installed in conformance with all applicable requirements of the main sewer installation and as more specifically provided for herein. The Engineer, with the assistance of the Contractor, shall keep accurate records of all service installations as to type, location, elevation, point of connection and termination, etc. This service record shall be maintained jointly by the Contractor and Engineer on forms provided by the Engineer. The service installations shall not be backfilled until all required information has been obtained and recorded. The main sewer service connection shall consist of installing a Branch Tee or Wye section in the main sewer line at designated locations or providing an insert type Saddle Tee in a pipe cutout where and as permitted or required in lieu of the built-in fitting. Orientation of service connection fitting shall be as shown in the standard drawings unless otherwise directed by the Engineer. Where the depth of cover over the main sewer invert is greater than 15 feet (or such other maximum as may be indicated), the service connection shall be extended upward by means of a Service Riser Section in accordance with the details shown in the standard drawings. Unless otherwise specified, service pipe shall be installed at right angles to the main sewer and at a straight line grade to the property line. The standard and minimum grades shall be a uniform rise of one inch in four feet for sanitary service lines and one inch in eight feet for storm sewer service lines. These minimum grades may be reduced (by not 52 more than one-half pitch) where the Engineer so approves in the case of restrictive elevation differences. Building service pipe lines shall generally be kept as deep as required to serve the building elevation and maintain the specified minimum pipe grades. Pipe bends shall be provided as necessary to bring the service lines to proper location and grade. Pipe bends shall not exceed 22-1/2 degrees without approval of the Engineer. Unless otherwise indicated, service pipe installation shall terminate at property line or as designated on the Plans, with a gasketed plug placed in the end, at which point the Contractor shall furnish and set a 4 x 4 inch wooden timber 6 feet to 8 feet in length embedded 4 feet below grade, or approved steel post to mark the exact end of pipe. The timber or post shall be set vertically, with the top 2 feet painted green. Wherever service line connections to the main sewer are permitted or required to be made by the open cut-out method in the absence of a built-in Tee or Wye fitting, the connection shall be made by using an approved type of Saddle Tee fitting. The pipe cut-out shall be made with an approved type coring machine or by other approved methods producing a uniform, smooth circular cut-out as required for proper fit. The cut-out discs shall be retrieved and shall not be allowed to remain within the main sewer pipe. The Saddle Tee shall be securely fastened to the main sewer pipe by means of epoxy resin or other approved adhesive. The entire connection fitting shall be encased in concrete to a minimum thickness of six inches and as may be shown in the standard drawings. Wherever service line connections to the main sewer are required to be made by means of built-in Branch Tee or Wye fittings, the Contractor shall, in the absence of such fitting, remove a section of the main sewer pipe and replace it with the required Branch Tee or Wye section connected by means of an approved sleeve coupling. Sanitary sewer service lines shall not be connected to a manhole at an elevation more than 24 inches above the crown of the outgoing sewer. Where the elevation difference is greater than 24 inches, the connection shall be made by means of an Outside Drop Connection in accordance with the details shown in the standard drawings. All pipe and fitting openings at temporary terminal points shall be fitted with suitable plugs or shall be bulkheaded as required for the main sewer pipe. D. Manhole and Catch Basin Structures Manholes, catch basins, and other special access structures shall be constructed at designated locations as required by the Plans and in accordance with any standard detail drawings or special design requirements given therefor. Unless otherwise specified or approved, manholes and catch basins shall be constructed on a precast or cast -in-place concrete base and the barrel riser sections, cone section and top adjusting rings shall all be of precast concrete. All units shall be properly fitted and 53 sealed to form a completely watertight structure. Barrel and cone height shall be such as to permit placement of at least two and not more than six standard two-inch precast concrete adjusting rings or as shown on the plan immediately below the casting assembly. Unless otherwise specified or approved, manholes and catch basins shall have an inside barrel diameter at the bottom of 48 inches minimum and the inside diameter at the top of the cone section and all adjusting rings shall be of the same size and shape as the casting fiame. Casting assemblies shall be as specified in the Plans. Catch basin grate elevation shall be adjusted as necessary to maintain the required dip below normal gutter grade. as shown on the plans. Concrete cast -in-place base shall be poured on undisturbed or firmly compacted foundation material that shall be trimmed to proper elevation. The bottom riser section shall be set in fresh concrete or mortar and all other riser section joints of the tongue and groove design shall be sealed with rubber gaskets. The concrete base under an outside drop connection shall be monolithic with the manhole base. Wherever special designs so require or permit, and as otherwise may be approved by the Engineer, a precast concrete base may be used or the structure may be constructed with solid sewer brick or block units or with cast -in-place concrete. Any combination of cast - in -place concrete and brick or block mortar construction will be allowed and may be required where it is impossible to complete the construction with standard precast manhole sections. All annular wall space surrounding the inplace storm sewer pipes shall be completely filled with mortar or concrete, and the inside bottom of each manhole and catch basin shall be shaped with fresh concrete to form free flow through invert troughs as directed. E. Reconnecting Existing Facilities Disposition of abandoned facilities and reconnection of existing facilities shall be as provided for in the Plans, Specifications, and Special Provisions. F. Sanitary Sewer Leakage Testing All sanitary sewer lines, including service connections, shall be substantially watertight and shall be tested for excessive leakage upon completion and before connections are made to the service by Others. Each test section of the sewer shall be subjected to exfiltration testing, either by hydrostatic or air test method as described below and at the Contractor's option. The requirements set forth for maximum leakage shall be met as a condition for acceptance of the sewer section represented by the test. If the ground water level is greater than three feet above the invert elevation of the upper manhole and the Engineer so approves, infiltration testing may be allowed in lieu of the exfiltration testing, in which case the allowable leakage shall be the same as would be allowed for the Hydrostatic Test. 54 All testing shall be performed by the Contractor without any direct compensation being made therefor, and the Contractor shall furnish all necessary equipment and materials, including plugs and standpipes as required. Fl. Air Test Method The pipeline shall be sealed with plug whose sealing length is greater than the diameter of the pipe and constructed in such a nature that it will not require external blocking or bracing and maintain a seal against the line's test pressure. All wyes, tees, outlets or ends of lateral streets shall be suitably capped and braced to withstand the internal pressures. Such caps or plugs shall be easily removable. One plug shall be tapped for the air supply hose and the return air pressure hose. The air supply hose, connected from the compressor to the plug shall be a throttling valve, bleeding valve and shut off valve for control. The air pressure tap shall have a sensitive pressure gauge, 0 to 10 psi range, protected by a gauge cock and a pressure relief valve set at 10 psi. In performing the test, air is added slowly to the pipeline until pressure inside the pipeline reaches 4.0 psi. If air is added too rapidly, the test accuracy will decrease because a change in temperature also has an effect on the change in pressure. When the air pressure inside the pipeline reaches 4.0 psig above external hydrostatic pressure, the supply air is stopped. A minimum two-minute time interval is allowed for the temperature difference to stabilize before the actual test is performed. If the air pressure drops below 3.5 psig during this time interval, more air will be supplied to the pipeline and throttled to maintain a pressure between 3.5 psig and 4.0 psig for a minimum of two minutes after which time the supply air will be shut off. The portion of line being tested shall be accepted if the portion under test does not lose air at a rate greater than 0.0015 cftn per square foot (for PVC) or 0.003 cf n per square foot (for RCP) per internal pipe end area at an average pressure of 3.0 psig greater than any back pressure exerted by groundwater that may be over the pipe at the time of test. The test shall be accomplished by determining the time in minutes for the pressure to decrease from 3.5 psig to 3.0 psig greater than the average groundwater that may be over the pipe. That time shall not be less than the time shown on the given diameter in the following table: Pipe Diameter in Inches Minutes for PVC Minutes for RCP 1.9 1.0 2.8 1.4 3.8 1.9 55 10 4.7 2.4 12 5.7 2.9 15 7.1 3.4 18 8.5 4.3 21 9.9 5.0 24 11.3 5.7 If the pipeline fails to meet the requirements of the test, the Contractor shall, at their own expense, determine the source of leakage and then repair or replace all defective material and/or workmanship. In determining the pressure greater than the average groundwater, the groundwater height in feet above the pipeline must be measured. When the water elevation has been established, the height in feet above the pipeline shall be divided by 2.31 and that pressure added to gauge pressure of test. A table for converting water height to gauge pressure is as follows: Groundwater Level over Added Pressure to be Applied Top of Pipeline to Gauge Pressure Readings 1 foot - 0.43 psig 2 feet - 0.86 psig 3 feet - 1.29 psig 4 feet - 1.72 psig 5 feet - 2.16 psig 6 feet - 2.59 psig 7 feet - 3.01 psig 8 feet - 3.44 psig 9 feet - 3.87 psig 56 10 - feet 4.30 psig F2. Hydrostatic Test Method After bulkheading the test section, the pipe shall be subjected to a hydrostatic pressure produced by a head of water at a depth of three feet above the invert elevation of the sewer at the manhole of the test section. In areas where ground water exists, this head of water shall be three feet above the existing water table. The water head shall be maintained for a period of one hour during which time it will be presumed that full absorption of the pipe body has taken place, and thereafter for an extended period of one hour the water head shall be maintained as the test period. During the one hour test period, the measured water loss within the test section, including service stubs, shall not exceed the Maximum Allowable Loss (in Gallons Per Hour per 100 Feet of Pipe) given below for the applicable Main Sewer Diameter. Main Sewer Diameter Maximum Allowable Loss* (In Gallons In Inches Per Hour Per 100 Feet) 6 0.5 8 0.6 10 0.8 12 1 15 1.2 18 1.4 21 1.7 24 & Larger 1.9 * Based on 100 Gallons Per Day Per Pipe Diameter Inch Per Mile If measurements indicate exfiltration within a test action section is not greater than the allowable maximum, the section will be accepted as passing the test. F3. Test Failure and Remedy In the event of test failure on any test section, testing shall be continued until all leakage has been detected and corrected to meet the requirements. All repair work shall be subject to approval of the Engineer. Introduction of sealant substances by means of the test water will not be permitted. Unsatisfactory repairs or test results may result in an order to remove and replace pipe as the Engineer considers necessary for test conformance. All repair and replacement work shall be at the Contractor's expense. 57 G. Deflection Test Deflection tests shall be performed on all plastic gravity sewer pipes. The test shall be conducted after the sewer trench has been backfilled to the desired finished grade and has been in place for 30 days. The deflection test shall be performed by pulling a rigid ball or nine -point mandrel (Mn/DOT Technical Memorandum 98-24-13-01 or latest revision) through the pipe without the aid of mechanical pulling devices. The ball or mandrel shall have a minimum diameter equal to 95% of the actual inside diameter of the pipe. The maximum allowable deflection shall not exceed five percent of the pipe's internal diameter. The line will be considered acceptable if the mandrel can progress through the line without binding. The time of the test, method of testing, and the equipment to be used for the test shall be subject to the approval of the Engineer. All testing shall be performed by the Contractor at his expense without any direct compensation being made therefor, and he shall furnish all necessary equipment and materials required. G1. Test Failure and Remedy In the event of test failure on any test section, the section shall be replaced, with all repair work subject to approval of the Engineer. The replaced section shall be retested for leakage and deflection in conformance with the specifications contained herein. All repairs, replacement, and retesting shall be at the Contractor's expense. H. Televising Sewer line televising may be required by the Engineer, at the cost of the Contractor, if visual inspection, leakage testing, or deflection testing indicate the sewer has not been constructed in accordance with these specifications and the requirements of the Plans, Specifications, and Special Provisions. 2621.4 METHOD OF MEASUREMENT All items will be measured separately according to design designation as indicated in the Pay Item name and as may be detailed and defined in the Plans, Specifications, or Special Provisions. Pipe will generally be designated by size (inside diameter or span), strength class, kind or type, and laying condition. Complete -in-place items shall include all component parts thereof as described or required to complete the unit, but excluding any excesses covered by separate Pay Items. Linear measurement of piping will include the running length of any special fittings (tees, wyes, elbows, gates, etc.) installed within the line of measure between specified terminal points. 58 A. Sewer Pipe Sewer pipe of each design designation will be measured by length in linear feet along the line of pipe. Terminal points of measurement will be the pipe end at free outlets; the point of connection with inplace pipe; the center of manholes or catch basins; the point of centerline intersections at branch fittings; or the point of juncture with other appurtenances or units as defined. Separation of quantities according to "depth zone classification", when so designated in the Pay Item, will be determined by depth of pipe invert below the ground surface profile. B. 'Manholes Manholes of each design designation will be measured by number of each constructed complete -in-place, including the base and castings as required, but excluding any excess depth greater than 8.0 feet measured from top of manhole cover to invert elevation of lowest pipe. Excess manhole depth of each design designation will be measured by the linear foot difference in depth between the 8.0 feet allowed as standard and the actual increased depth as constructed. C. Catch Basins Catch basins of each design designation will he measured by number of each constructed complete -in-place, including the base and castings as required, but excluding any excess depth greater than 5.0 feet measured from top of grate (low point) to invert elevation of lowest outlet pipe. Excess catch basin depth of each design designation will be measured by the linear foot difference in depth between the 5.0 feet allowed as standard and the actual increased depth as constructed. D. Outside Drop Connection Outside drop connections of each design will be measured by number of each constructed complete -in-place, including granular encasement, fittings, and any special piping details as required, including two holes into existing manholes for the drop connection, but excluding any excess vertical drop greater than 2.0 feet measured between invert of high pipe inlet and invert of low pipe outlet. Excess drop connection depth will be measured by the linear foot difference in vertical drop between the 2.0 feet allowed as standard and the actual increased vertical drop as constructed. 59 E. Service Connection Service Connections of each design will be measured by number of each constructed complete -in-place as specified. F. Service Pipe Service pipe of each design will be measured separately by length in linear feet, horizontally along the line of installation, between the service end and the point of juncture with the main pipe connection fitting. G. Special Pipe Fittings Special pipe fittings (wyes, tees, bends, etc.) of each design designation will be measured by number of each installed complete -in-place as specified, but excluding any such fittings required to be installed as a component part of any other Work Unit. H. Appurtenant Items Appurtenant items such as aprons, trash guards, gates and other prefabricated units or assemblies as identified by Pay Item name will be measured separately by number of each installed complete -in-place as specified. 2621.5 BASIS OF PAYMENT Payment for sewer pipe and service pipe items at the Contract prices per linear foot of pipe of each design shall be compensation in full for all costs of providing a complete -in- place pipeline, including excavation, foundation preparation, backfilling, leakage testing, restoration of surface improvements, disposal of surplus or waste materials, final cleanup, and such other work as may be specified, but excluding the construction of other structures or special sections and the placement of special fittings, appurtenances or materials specifically designated for payment under other Contract Items. Payment for manhole, catch basin, outside drop connection, service connection, and other structures as specified, at the Contract prices per structure, shall be compensation in full for all costs of constructing each unit complete -in-place as specified, including all required castings, special fittings, base or encasement, and appurtenant materials as specified for the complete structure or section, but excluding such additional work as may be designated for payment under other Contract Items. Where the specified standard manhole, catch basin, or outside drop connection depths are exceeded, the excess depth of each design will be paid for separately as linear footage items and payment at the Contract prices therefor shall be compensation in full for all costs of providing the extra depth. E1 Special pipe fittings such as wyes, tees and bends will be paid for as separate Contract Items to the extent they are required to be installed in the sewer pipe and service pipe lines and not as a component part of a complete -in-place structure (outside drop connections, service connections, etc.) Appurtenant items such as aprons, trash guards, drainage gates, and other prefabricated units or assemblies and specials as designated will be paid for as separate Contract Items to the extent they are not included as a component part of any complete -in-place structure. * * * END OF SECTION * * * 61 IL11.S110 I Ilr I I i �, r_ ✓�YV I rot `-�i i ,J✓I 18 I r � L_�•ut lxim J r----- 1 ro � 2 I auto E� $ t semsa'uT ixim -J I I I I 3 la I Ie rot I JILVe V Mom -_J r ------------I I Irf- 1% iot I Lr e-YrYtp" L__ srNVYE LMA J\` r p1 �I—�ar.rr AYroac�+ I 5 i__ srsr'arr QA44-- e.Aj. 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SM 3. az It rhe core a Mw anrrrmr. de dw.a ma mWee m Ihb par. me a a rcra se Ma.a and laewm m Mw paL Moms Ms mY of XI ndq r Ydm. Liaanaed Lme 51ewlm Y—ta Li sa ft 2"1 SIAF 6INa9lA aIMIY if IfDION me nalramml oduroweegvd xlde nw m NafOy NH YY forammtal EyiN camtx YietmoM by om9 IY Yds CITY RECEI DSSEt CHANHASSEN PLANNING DEPT OIY Illlli, O/Y lF OlV91ATm( YA9E9)fA mos pal / K �F AT of OEQ' !N A®O am ggrolN dW oacOaf a by fora Gfy C 3 m Yw GfY of a, .1. Yimte, of a rglp m Siq .nr�m/ nna Ih�z my o! A_- aM me pal b n amwlince wM tlrc pozbbra of Ynnesolo Sfafufez Secfiw 595.OZ Stld 2 Me tit, Cwad, My a tTaNamt Yiet®fa By dawn aorl t� tyfr 9A1�r Ma1f to Ormis 395. YinwM Lues of 1911. Mb pbf has Deco gprowJ this mY Of 19� A/m C l:rr,j . Cealty SYewp mMIY -tify that Nam B9 d� f�afx 991�h I lraeeY anti/y Mol lam PapYe n ZO_ ord pv )eve now best pW Id Lme dEOLed m Ms Pbl. 0.red Mu my of A� Lamb main f. 'y AUJfen 1 noobyASC t booby cnrilY Mot thb pat e, K IIEE98f1F AT atR f7� 111 A®Y o Yed Mb my al a•daY M. m Prvtlml Ab YOY Lmd rm, C C Iy Fecvdn Westwood PIOIe4101W1 Services, Irk I I a�,Zeh I I I I I Ay I I urob I I I I I 18 E�rM I 18 2 I 18 1 I 1� I I I I 18 i I- 1 I I 19 I^ I I� is 2 9 i i� i I i i it ; 5 B I I: 1 1 I 18 II I I 11 I I I 1 1 I I I L_a•yJ I ISm ^ mm Sb°SrtIZ mm %6m mm m yei J � I ; e�1.NZ.Ya". rT Mb/ f aMOT A sstvxrt all es T` o-------- -f - ✓ lip J 1 Is . ssSauF wAm r r ------------ I /Y/e,1t311 r 1 2 I 1 L_-____ r--- M------ ew -----------�1 I e_2J%1' __ �.c MA I 9 e-nvr2a_� ' I 1:-xim I xim lot I --------------- Its ______________II: i II I I I �r-Ir I _____ ` e-IeeY'd____ - r___ _____� wu ri--�.sa1.9. re fl�Y rw•Y I + V • y I i"c(l I I V 7 I roL-__ �`A�Ina__ � I smeN•ur lxim I -1 `� .o}Y I 1OI I saeajb I I , 5 I I B I > n � le b II y ^�K -ilii r�DDiiivi I �ph�L r-1- gr "RL—Er U fishy. aN ff11111y E.hr m IIs1 /AIr S -J i �1J Metorientation of Mb bevilq s,t- s bad co reMe I Ieast Ate of UuNat A. FIBS W Ar BLUFF lYt£EK 5M 1 1 AUEYM ht ehidt as amend to bam N 91'( 'I>' E rYI I 10 - - O Otmofes 112 nab by 11 hch ion reb r set ___J L____i _- OWat med by L4 eor Na 2J921 a UNofm 1/2 ildl by I1 ildt ion rabm (No Sada) fanat coat oeaieJ by Li Ix, Ne 2JU21 Bah9 5 het n erWM, lmleu Theme natrcbt d b 9 b IX1 and adjohny Mr fie® a l 10 feet ire d 1 •an oatptn9 rigrf-of-e y Licca M aMen m Me p y, Sade h (Nf 1� R ALL N BY 1 � mat Ceyrn Lme Cmpvrx LLC. a Yimseam te-tee aabiifY aam moo meas of the to#.." aesdLM Woom-lY Sawted it ene ComfY of f , State of Yimmla to aft, Qlfbf A M PIZF FW At FIiT 0 5M A IIM, o -OA t to the IKdM data M-1.. Wto n fury C 1% Yimemfa llm crosee the sate, Lo be vwlee me patted m K � AT f]!F}f M Am IO me con hdMY "ate mot OMmfe to Me po Ld pNic use IM Pe4"a wp me Me -=t and uf)Xy a¢nnmta m omfmd hceeme F wMm mMmof wN DegW LOW (.mpmx LLC. a Yi moofa Tmfled'i FtY coePorx has awed Mese reesmh to be sk rol by He pryv orbcn Met mY of ®a L.Yf9 LLIAM: uc 91 Ira 591E ff fNESOfA Me, mmrm6 Me 9owa walnmrmt .m anaa.Imgme beide me enb ary d Yn by ;es d 911910 fall fbramx flat . YlnrarcN Nor YiNl maraatx m ee+>f at me adacmY xalmy MNe. camrr. ..b. YY Cdnm— Ery F¢ L bay R Y m hereby mrbry Mal mos pal .m paydexf by me d undo my dust spa—. Mal I Oa a "Y L.isOM LOW S Ya` h Lha Slate Of Yimesoto Ma/ Ms pa/ e a —t o,omesl Mlm a Me boomar, wy. Mal d maMmrofiro' meo me I.YYa de a 11, ee9gmred d1 M¢ lal Mal e1 omm"'ta depkled ae fhb phow been. hoboor, d eL be m Ily set wMn we aeO: Mar a wlO b em,be m OW rcf Imda or mYet ot I im®la Sfaulei Section 595Ot. SM 3. az It rhe core a Mw anrrrmr. de dw.a ma mWee m Ihb par. me a a rcra se Ma.a and laewm m Mw paL Moms Ms mY of XI ndq r Ydm. Liaanaed Lme 51ewlm Y—ta Li sa ft 2"1 SIAF 6INa9lA aIMIY if IfDION me nalramml oduroweegvd xlde nw m NafOy NH YY forammtal EyiN camtx YietmoM by om9 IY Yds CITY RECEI DSSEt CHANHASSEN PLANNING DEPT OIY Illlli, O/Y lF OlV91ATm( YA9E9)fA mos pal / K �F AT of OEQ' !N A®O am ggrolN dW oacOaf a by fora Gfy C 3 m Yw GfY of a, .1. Yimte, of a rglp m Siq .nr�m/ nna Ih�z my o! A_- aM me pal b n amwlince wM tlrc pozbbra of Ynnesolo Sfafufez Secfiw 595.OZ Stld 2 Me tit, Cwad, My a tTaNamt Yiet®fa By dawn aorl t� tyfr 9A1�r Ma1f to Ormis 395. YinwM Lues of 1911. Mb pbf has Deco gprowJ this mY Of 19� A/m C l:rr,j . Cealty SYewp mMIY -tify that Nam B9 d� f�afx 991�h I lraeeY anti/y Mol lam PapYe n ZO_ ord pv )eve now best pW Id Lme dEOLed m Ms Pbl. 0.red Mu my of A� Lamb main f. 'y AUJfen 1 noobyASC t booby cnrilY Mot thb pat e, K IIEE98f1F AT atR f7� 111 A®Y o Yed Mb my al a•daY M. m Prvtlml Ab YOY Lmd rm, C C Iy Fecvdn Westwood PIOIe4101W1 Services, Irk `2010 Westwood Professional Services. Inc. , RM OFCHANHA83Vf RECEIVED JUL 31 2U 14 C4"PW1 PLANNINGDEFY for ucti Sanitary Sewer, and Streets for Water Main, Storm Sewer Vicinity Map The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions Chanhassen, Minnesota Prepared for: Chanhassen Residential Development Partners, LLC One Corporate Center III, Suite 300 7300 Metro Blvd. Edina, Minnesota 55439-2302 Contact: Todd Baumgartner Phone: (952) 897-1707 Fax: (952) 897-3534 Prepared by: Westwood Professional Services, Inc. 1212 Red Fox Rd. Arden Hills, MN 55112 PHONE 651-288-0600 FAX 651-288-0659 TOLL FREE 1-888-937-5150 Westwood www.westwoocips.com Project number: 2010-1049 Contact: Francis D. Hagen II, P.E. Phone: 952-906-7483 CONTRACTOR: BURSCHWLLE CONSTRUC77ON RECORD DRAWING 4th ADO ON CONFORMING TO CONS7RUC770N RECORDS. BY Jerrod McCarty DATE 02/15/2013 WESTWOOD MOFESSIOMK SESNCES NO. INDEX REVISION SHEETS SHEET NO. DESCRIPTION CITY REVIEW COMMENTS ALL 1 COVER ADD TEMPORARY TURNAROUND TO END OF DEGLER CIRCLE 2.4,11,16 2 OVERALL PLAN w/LIGHTING & SIGNAGE REVISED END CONSTR. MILLS DR. 2,5,12 3 SANITARY SEWER and WATER MAIN — RIVER ROCK DRIVE NORTH ALL 4 SANITARY SEWER and WATER MAIN — DEGLER CIRCLE CITY REVIEW COMMENTS AND 3RD ADDITION RECORD DRAWINGS 5 SANITARY SEWER and WATER MAIN — MILLS DR. CITY REVIEW COMMENTS 6 SANITARY SEWER and WATER MAIN — RIVER ROCK DRIVE NORTH (PRIVATE) & DEGLER LANE 7 SANITARY SEWER and WATER MAIN — RIVER ROCK DR. S & JEURISSEN LANE ADD IRRIGATION SERVICE 8 SANITARY SEWER and WATER MAIN — REAR YARD SANITARY SEWER CONNECTION 4TH ADDITION RECORD DRAWINGS 9 SANITARY SEWER and WATER MAIN — WATER MAIN CONNECTION 5TH ADDITION 10 STORM SEWER and STREET CONSTRUCTION PLANS — RIVER ROCK DR. N. BLOCK NUMBER REVISIONS 11 STORM SEWER and STREET CONSTRUCTION PLANS — DEGLER CIRCLE 5TH ADDITION CITY COMMENTS 12 STORM SEWER and STREET CONSTRUCTION PLANS — MILLS DR. & RIVER ROCK DR. N. (PRIVATE) 13 STORM SEWER and STREET CONSTRUCTION PLANS — DEGLER LANE ADD PRESSURE REDUCING VAULT 14 STORM SEWER and STREET CONSTRUCTION PLANS — RIVER ROCK DR. S & JEURISSEN LANE 15 STORM SEWER and STREET CONSTRUCTION PLANS — BACKYARDS 16 CONSTRUCTION DETAILS & TYPICAL SECTIONS 17 CONSTRUCTION DETAILS 18 CONSTRUCTION DETAILS NO. DATE REVISION SHEETS 1 07/14/10 CITY REVIEW COMMENTS ALL 2 —3--69101110 07/28/10 ADD TEMPORARY TURNAROUND TO END OF DEGLER CIRCLE 2.4,11,16 REVISED END CONSTR. MILLS DR. 2,5,12 4 01/30/12 CITY REVIEW COMMENTS ALL 5 —603/29/12 03/20/12 CITY REVIEW COMMENTS AND 3RD ADDITION RECORD DRAWINGS 1,2,4-8,11-13, 15,16,18 CITY REVIEW COMMENTS 1,2,4,8,11,15 7 04/05/12 CITY REVIEW COMMENTS 1,8 8 04/25/12 ADD IRRIGATION SERVICE 1,4 9 02/15/13 4TH ADDITION RECORD DRAWINGS 1,2,4,11,13,15-18 10 03/15/13 5TH ADDITION ALL 11 06/21/13 BLOCK NUMBER REVISIONS ALL 12 08/09/13 5TH ADDITION CITY COMMENTS 1,2,3,4,7,10,14,16 13 08/22/13 5TH ADDITION CITY COMMENTS 1,2,7,10,14 14 10/31/13 ADD PRESSURE REDUCING VAULT 1 1,7 City Project # 10-xx Construction Plans i17.7i Sanitary Sewer, and Streets for The Preserve at & 6th Additions Chanhassen, Minnesota Water Main, Storm Sewer Bluff Creek 3rd, 4th, 5th Date: 05/26/10 Sheet 1 of 118 01049CVF01. 2010 Westwood Professional Services, Inc. uo A�'...,�\ \ - CB -65 CB -84 2 H -10A -i.. 5� �7 8 9 to 1 2 3 4 2 .10 3 Ad t Q� �- y1 h d'� . • CJ . . 4 6 `----------------- BMH-83 -MH- 2 CB H-213 CB -21 .,° �. " w. CB -81 ---- CMH 64 MH -29 d&A 6L---- - e •� Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 REEr ------ ------ " -- \ M SEWER CASTING SCHEDULE '� _ d tI Q n 2 2 STORM (TYP) MCBMH 82 H-32 MH10� � ` 8�•� \�. CBMH-94 STRUCTURE STMH ao cBMH s3 4 ;�!-s2 CASTING TYPE MH -28 S ,- TEMPOR Y '�' STMH 62 o¢ d 3 / LIMBER TYPE BUILD DIA. 2 TURNAR NO CBMH 61 '� fj �. ` MH -37 CBMH 9 i -- -- 2 .. 5 "" 1 i° - e - FES 21 �1 3 4 6B 2 3 4 5 3 E 1 �y r y �" / ��' .� �� 't 4 MH -36 FEs-s 510 STMH 17.50' 48" R-1642 i BA CB -78A 1 CBMH 211 ce-z1z�� 2 ` v� d�� 52 CBMH 4.00' 48" R -3067-V BMH-7 2 /�' 1Q Baa BMH-91 4 53 CBMH 4.00' 48" R -3067-V _ CBMH 78 --- / - - - - - - /�a REMOVE y �� �• �; MH -3 54 CBMH 4.00' 48" R -3067-V 2 --r--- ar!\i 3 TEMPORARY 2 !p .:.i - - -. - _ _- \ \`- .'ter / CBMH-90 - , 5B CB 75 ; CB -77 3 2 1 2 IFURNAROUN - _ - ;� j `' t - .- 55 CB 4.00 27 R-4342 5 4 C8-60 K 3 2 d\ , �t 1I �jl� STMH-89 56 CBMH 3.73' 48` R -3067-V t Ce 73 MH -5s { 1 t C t U / �� ``� - 57 CBMH 4.08 48 R -3067-V Q 't l CBMH 74 MH -25 !< $2 CB -209 ' �% 1 J �{ \ ° MH -33 FES -88A _ 58 CB 4.00' 2'X3' R -3067-V Q C6MH �� BMH-7 CB-220-� , CBMH-210 r 1p // F_ i q"�1 , ',t h` ��\ 59 CBMH 6.14 48" R -3067-V 13 14 MH 60 CB 4.00 27 R-4342 ----- -- - _ ♦, r Ex. 61 CBMH 5.38' 48" R -3067-V Q I -- ---------- FES--* 12 1 ✓' 62 STMH 6.35' 48" R-1642 �- C+H-69 7 1 MH -9 6 �`� �';` - 63 CBMH 6.39' 48` R -3067-V Z MH 23 MH 24 CBMH-208` `` / �� o''' `�'� - r " Q ce se _CBMH-5 - j e �� � + 64 CBMH 5.43 48 R -3067-V Q MH -17 MH- t� ' % %>f_ ' ,• ` 65 CB 00' 7" R-4342 d 2 3 d \ 8 6 cBMti 207 1 Q ,` `, '• 66 FES 4 27" a 5 CB 58- CBMH-56 CB -55 5 -•bo .� r Q\ �1 67 STMH 10.36' 48" R-1642 t 4 4 „ a� , _ . = ` �� 68 STMH 7.34' 48" R-1642 _+ 1 MH -20 .SA MH -16 4 CB -206 ( 0 , • 1 /- 13 ' \ 69 CBMH 6.79' 48" R -3067-V Jr CBMH-204A 1 �► CBMH-54 3 i t` 70 CBMH 5.82' 48' R -3067-V STMH-68 STMH-67 `- ` 1 2 2 '` � � 12 ��' �` _71 STMH 6.91' 48" R-1642 ES66 4 3 .4. Q _ � � �• 4 CBMH-20 '. .a �� 11 ` � � \ i 72 CBMH 5.89' 48` R -3067-V i CBMH-53 L _. 4 C4 2 +1 2 X. STMH //�Q6 10 -� i _ _ ''• � '� � 73 CB 4.00' 2'x3' R 3067 V CBMH-52 3 CBMH -204 CBMH-132A i 8 \ s 74 CBMH 5.33' 48" R 3067 V ocs-8s \ 2 c tsA 1 a-` � ry I 1 a ` i 75 CB 4.00' 2'x3' R -3067-V FES -85 5 1 1J �' 76 CBMH 5.32' 46" R -3067-V . FES -87 FEs_SO\ STMH-51 Qr2 s CBMH-201 / �`�. `° ' 1} 77 CB 5.52' 27" R-4342 _ f-11-ES 3 \ �� 11 i ' R _ 78 CBMH 4.00' 48" R-4342 - STMH 3A ,' 1 } Ex. MH f 2 4 00' 27` e��""», r ea"""•�®®". �.s"••�K.,,,,_, ""�� 4 ce 2t�e7sTMH-203 \;\, 789 CBMH 4.76' Q. R -3067-V MH- CBMH 216 .. �' \ 80 STMH 4.76' 48" R-1642 8' BIT. TRAIL 1 TM CBMH 15 ce zo _ 81 CB 4.00' 2'x3' R -3067-V TO BE BUILT IN ea MH -14 1 4th ADDITION. a , -- - • - - .-, 1 \ `� `" 82 CBMH 4.00' 48" R -3067-V SEE sEcnoN ON 5� MH -7 4 _ l p \ " , a _ 83 CBMH 4.02' 48` R -3067-V DETAIL SHEET. 4 - 84 CB 3.00' 27" R-4342 (TYP-) MH -1st' _....... MH -1 3 1 , �b �I ` . ,`` il\� 85 FES 18" 'F 8 8-219 CBMH 215A 2 -` 3 \ 86 OCs 5.00' 48" GRATE 7 MHz 9 C17; 1 2 : 4 ` 87 FES 18' BRIDGE CROSSING e ' 88 CB 4.00' 2'x3' R -3067-V (BY OTHERS) MH -1 - ' ------•-- i '� 6 \ / \ } _ 88A FES 18" -..._ ---0 - 11 -a -a 7 ` t, 89 STMH 17.81' 48" R-1642 q 90 CBMH 4.91' 48" R -3067-V 91 CBMH 3.86' Q. R -3067-V EX. MH Q v 92 CB 2'x3' R -3067-V 93 FES 18 94 CBMH 19.06' Q. R -30671V 95 CB 4.00' 2'x3' R -3067-V ` 132A CBMH 13.04' 48" R -3067-V 201 CBMH 7.22' 48" R -3067-V i 202 CB 4.00' 2'x3' R -3067-V OUTLOT 7 „ 203 STMH 7.23' 48" R-1642 - d e 203A CBMH 4.94' 48" R -3067-V ' I 204 CBMH 5.59' 48" R -3067-V OUTL.OT G\ g 204A CBMH 4.00' Q. R -3067-V \ 205 CBMH 5.43' 48" R -3067-V W Westwood Professional Services, Inc. 1212 Red Fox Rd. Arden Hills, MN 55112 PHONE 651-288-0600 FAX 651-288-0659 v��.��ood � TOLL FREE 14MO-937-5150 Westwood www.westwoodps.com 206 CB 4.10 27 R-4342 207 CBMH 5.02' 48" R -3067-V 208 CBMH 3.99' 480 R -3067-V 209 CB 4.39' 27" R-4342 210 CBMH 4.02' 48" R -3067-V 211 CBMH 4.46' 48" R -3067-V 212 CB 4.00' 2'x3' R -3067-V co TOP OF BERM ELEV.=879.00 3.1 213 CBMH 4.14' 48" R -3067 -V G 214 CB 4.00' 2'x3' R -3067-V ELEV.=$�9 878.06 48" A -2 _ -- I I -f I { I 15 215A CBMH 6.54' 48" R -3067-V CBMH 5.62' 48" R -3067-V _. l_ 216 CBMH 5.45' 48" R -3067-V ' I I A_ _ 216A CB 4.00' 27" R-4342 Q� OQ 2168 CBMH 5.80' 48" R-4342 11 : • NWL 15'-18" RCP OUTLET 217 CB 4.01' 2'x3' R -3067-V ��/v 0�ff IE=876.0 ® 33 3.07% FES -85218 CBMH 4.46' 48" R -3067-V IE=M.219 CB 4.00' 2'x3' R -3067-V 1T -18" RCP EXISTING PROPOSED 220 _ CB 1.93' 27" R-4342 FES -87 INLET 00.00% _ _ IE=874.9- - - � - I. tJ Sanitary Sewer SAN Y Sanitary Sewer 4 Y 221 FES 12" 874.14-illl� _ -.•. -� ..' ,... l�ll- �Ij�f; i Water war Water I CONTRACTOR:BURSCHVILLE CONSIRUC710N Hyd. w\Valve 1 Hyd. w\Valve - I RECORD DRAWING 4th ADDIWN MONOLITHICALLY POURED---/ Storm Sewer 0 sre- Storm Sewer « CONFORMING TO CONSTRUCAON RECORDS CONCRETE OR PRECAST Draintile ---- BY Jerrod McCarty DATE 02/15/2013 0' 100' 200' 300' weaTw000 rxxoyesaroNAL smvtcea POND 1 OUTLET CONTROL STRUCTURE (0CS-86J Cit Project # 10-xx Y � Latest Revision Date: 08/22/13 NO SCALE 201010490AF01.dwg The Preserve Date: 05/26/10 Shut 2 OF 18 at Bluff Creek I hereby ce,li(y that this Plan was prepared by one or under my �� ow Prepared for. direct supervisia¢ and that I am a duly Eased PROFESSIONAL ENGINEER under the laws of the State of Minnesota 07/14/10 City Review Comments 07/28/10 Add Temporary Turnaround to End of Dealer Circle 02/15/13 4th Add Record Dwgs 03/15/13 5th Addition > FDH H FM a " n Residential Development Partners, LLC 3rd, 4di, 5th Overall Plan ` 1 09/01/10 ResEnd Constr. Dr. 01/30/12 CityReview Cootents 291135Block Number Revsiona 081D/th Add. City Commis Dale crc DAC Corporate Center 1U, Suite M & 6th Additions W /L • g`11g Signage g e Fr=d8 IDftgm U, p$ 03/20/12 City Review Comments and 3rd Addition Record Drawings ReCOEd Diawios by/ddic % Metro Blvd. 08/22/73 17716 City Review Comments 08/22/13 51h Add. City Comments Fill Edina, Minnesota 55439-2302 Chanhassen, Minnesota DRAG Lion= No, 2010 Westwood Professional Services, Inc. OUTLOT A --------- ----------------- 4 8"-450 BEND 6th ADDITION 5th ADDITION 3rd ADDITION EXISTING 2nd ADDITION r� 16Q j ALL WATER SERVICES SHALL BE 1" TYPE K COPPER Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENERAL NOTES: XXX.X DENOTES SANITARY SEWER SERVICE INVERT 0 END OF STUB WYE=X+XX DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. FLAG HYDRANTS. EXTEND RODS ON DEEP VALVES. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH THE CITY'S LATEST STANDARD SPECIFICATIONS AND DETAIL PLATES. ALL SANITARY SERVICES AND WYES SHALL BE 6" PVC SDR 26 ALL WATERMAIN SHALL HAVE 7.5' MINIMUM COVER ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR SODDED IMMEDIATELY TO MINIMIZE EROSION ALL CONNECTIONS TO EXISTING STRUCTURES MUST BE CORE DRILLED. ALL WATER SERVICES SHALL BE 1" TYPE K COPPER 2010 Westwood Professional Services, Inc. j- 3 1SfqQ GENERAL NOTES: Q DENO \ �O� rf O a' EX. MH C;XXX.X TES SANITARY SEWER SERVICE /',: I INVERT ® END OF STUB CONNECT TO EX. SAN. SWR. WYE=X+XX DENOTES SANITARY SEWER SERVICE WYE JQCONNECT TO EX. W.M. MH -32A O � r / LOCATED ON MAINLINE FROM � r ��` DOWN STREAM M.H. , \- w` � �#' `' \y,/ `��, � � `��� •O '. / (J \\p FLAG HYDRANTS. %/ ' 8" G.V. , WYE=1+86 ` ((/ \ `\ EXTEND RODS ON DEEP VALVES. 1 y� 8" G.V. - ! �Q o H-�/f 5.0' RISER J (� ( , 4 892 5 ALL DROP MANHOLES TO BE CONSTRUCTED Y USING OUTSIDE DROPS. L 909.6 F/ �'' `�'1 WYE=0+51 ACCORDANCE WITH THE CITY'S LATEST 57.3 / �� / ALL UTILITY WORK SHALL BE IN �. _ WYE -1+24 � i � SEE _ _, ° � >31.6 -J STANDARD SPECIFICATIONS AND 6At X664 ' RISER 2, 2" COPPER �� 5 f 8"x8" TEE DETAIL PLATES. �\�\ _ 430 IRRIGATION SERVICE MH -7 ALL SANITARY SERVICES AND WYES -j 49'7' 892'5 SHALL BE 6" PVC SDR 26 4 E 8" G.V. HYD. 904.2 ( ! ( (`/j8 - _ SHALL HAVE 7.5 WYE 0+91 W/AUX. VALVE ! ALL WATE (6r MINIMUM COVER 1.1'-6" DIP ��- 4 TEE 899 6 f ( ,' ! f l / 8"-22 1/2° nBEND ALL DISTURBED AREAS SHALL BE SEEDED / WYE=3+00 2 V( 5 J 1 (DRAINAGE & UTILITY x515 L i� AND MULCHED OR SODDED IMMEDIATELY IX EL=922.0 17.0 ! 1 EASEMENT 5C TN�i 24.88 6 3 C � TO MINIMIZE EROSION 2 MH -25 i s ( ! V /r WYE=2+32 897.0 t�C' ( r ! 1 7 / %43 8' 892.2 t 8"X8" TEE / -�-_ ( MH- 1 \ ALL CONNECTIONS TO EXISTING 8" G. V. ( ( WYE -1+72 ' 1 896.0 DO�%� / 1N1E=0+20 f STRUCTURES MUST BE CORE DRILLED. -737.8 j ( ! 5 t O `� O ��\71.2' ALL WATER SERVICES SHALL BE (r 4 (! ( WYE=1+12 t' Ii 4fh OD/ :. _ 44.2'< 1" TYPE K COPPER Z ( ( 3 ! ( 895.3 T/O1V I > 41.5' / 25.3 ( i WYE=0+52 ! O l! % v'' 893.0 TRACER WIRE SHALL TERMINATE IN 33`.1 ( 894.4 1 85.0 r .' 6" PV �ANITARY / --�26.6'O SNAKE PIT TRACER WIRE BOXES h / // t / ,WYE=0+27 `.O SER (TYP.) /� WYE -1+99 �I _1 - 4 J 48.6 63.2 1" COPPERS CE 66.8' % '24.9' 1� / / a 90.5 '1 w/CURB STOP TYP.} ` / ' HYD. 892.0 LEGEND. "-11 1/4° BEND w4 W/AUX. VA O 67.4 /r MH -12 6 / 12'-6" DIP WYE=0+7T1 p5 �' DENOTES SOIL BORING $/ 22 1/20 BEND 8"x6" TEE DENOTES SILT FENCE 42.3 v' (.- _ I . - 1 C____ / .,41 J t , GRND. EL. 902.8 H905.80 DENOTES HEAVY DUTY SILT FENCE 5 6 !' s3s 42.7 29Y9 \ `-- / - -- 85.1 892.0 DENOTES EXISTING CONTOURS HYD. ( 41.4 Y - \ 83.9-98p DENOTES PROPOSED CONTOURS �1 - DENOTES EXISTING STORM SEWER W/AUX. VALVE ` ( l` 80 ,(959 f / - WYE= +27 .,�.► 14'-6" DIP 1 ( ! H 2.0 1 ` - --- - - 25.4 8"-22 1/20 BEND " i i W AUX. VALVE O E-►►� DENOTES PROPOSED STORM SEWER 8x6" TEE / ( / 34 i, 43.1 892.2 ND. EL =909. gg7,6 1 (! !h ''-6" DIP ! 5 5530 1, 253 1 �� � DENOTES EXISTING TREE LINE TN =911.88 j ( /� "1x6" TEE / 83. 8"-22 1/20 BE NR WYE=1+$ DENOTES APPROXIMATE TREE 896.5 V 1 RND. EL=90 MH -14 o t ti 0' 50' 100' 150' Y1\ REMOVAL LIMITS Call 48 Hours before digging: WYE=2+72 O �• ( 8"-11 1/4 BEND � H=907.86 _ 896.0 CONTRACTOR: BURSCHVILLE CONSTRUC710N �� w� ,' � �>�.� DENOTES EXISTING SPOT ELEVATION GOPHER STATE ONE CALL WYE -2+17 895 .0 4 894.0 /` O C 882.4 7 RECORD DRAWING 47HADDMON � DENOTES PROPOSED SPOT ELEVATION WYE 1+54 1 893.0 V Twin Cit Area 651-454-0002 / DENOTES BIO -ROLL EROSION CHECKS City 0 WYE=0+39 WYE -0+20 BY CONFORMING McCarty S DATE 02/1535 DENOTES EMERGENCY OVERFLOW Mn. Toll Free 1-800-252-1166 Delger Circle WYE-o+s7 ! 0 ! r WYE -0+68 MEBTIIOOD PROFESSIONAL SERVICES E.Q.F. ELEVATION 5th ADDITION .4th ADDITION - _ _ FINISHED CA GRADE. 3rd ADDITION .--.. 1 .::: G/L SUBGRADE 1 1 I . 1 925 __ ...... ......... ........ ....... ......... :-:-... _...... _. ...... .. ...... 915 5th ADDITION _ . _ _ _ _ _ STA. 9+55I 4TH ADDITION REMOVE PLUG &CONNECT STA. 9+55.....: .... ... .:::::.. :.....:.:.:....... .------ .::..:.. ... 1: TO EX:-WATERMAIN: w/8" G.V END WATERMAIN:: .. :.. . 1 . 920 INSTALL PLUG 1 I .:.:.:.:..:. .:.. -- - ..... _ _ .... ......... ... _...... .... .............. .....--------.. 1 __ 1: 910 `. 1 . - �VC"6900.. 1.._...-....�-... --- - ---- ----- WATER MAIN 915 7:5 MIN. COVER _ _ .:.:: ........:......... .... .... ----- -- : -.:-. - -------- _. ..... ...... -- --------- ----- ..... ._------------- _...-. h- _ _ �- 905 :. 1_- I . _ 727'-8": PVC Z3D0&`�. . 1 910 .: WATER MAIN :...................:....... ...... ..... ...... ... ...... MH -17 7:5 MIN; COVER 1 STA.7+20 338'-8", Pvc c - --- 900 1 RE =9 1X2911.01 I AVPdER-1e M �_ 3rd ADDITION ... .....................:.: IE =899.899.45 . 7 5 MIN. -COVER STA 0+90 IE -899:&3899.35 ...: ...... - - - REMOVE PLUG & CONNECT 135 8 -_PVC SDR 35 ® 0.41% . MH -16 I _- 905 : - .. : - w/ 8 G VTRM _ . _ ......1. . _... _...... -STA.6+7p... _.. __ 3 MH -32A .... ? " 3s_.. _...... 895 :STA.11+00 _ 1 :... z�fA-_ .. RE _wv^�-w^a09.13 8 P1/C :.: 1 ...-.. .-: 1 MH -17A : 8 PSC IE =897-30897.20 �R 3S RE 919.53 SD - a-fi3 I X. 8,; P IE =907:15 :..... " ' I ..:..gTA.9+60: R 35 :: . :: ......... ..:.:.... . .IE........897.10 8 VC 1NATER MAIN i IE =907.05: RE =921.89921.73 - - .. . 2. 900 1 IE 96(5.49906.50 S � MH -14 _...... :..:IE: -=96639906.40 .- --- .. ..........:. ......... -- _.:. STA.3+40 1 209'-21•&'-8" PVC _-»�; ;�� _......_MH. 12 -........ ®6M8 60:44 ... -- -.... ..---.....- .... 890 :. --- 9490- _ RE 56 IST 1.. 5-8" PVC: SDR: 35 ®:0.40fi _ ::. MMXX _ 50 -8 PVC : SDR 35 6 4:5M4.30X IE =899-93891.76 I = STA.0+55 A.2+65 _ 1. -------:.:::::::: :::::..::::::::::::::: -$9i-&3891.66 nnn n� 110'-8 PVC SDR 3j .. - .. IE _ IE :: = IE =896: -7 89 .30 :MH=7 @0.^4690 0.94X EX. ivtH .......:. - - . RE 963:31.903.09- - =090.37 1 E 8 .2S STA.0+00 RE r 4E g 15 895= 5th: ADDITION .. .-..... � 73'8&` 8" PV 1 _ ......._._. _ . .. . ... ....... __ _..... _C:SUR 35-:® E 96.3902.79 fE NW & SE-�8-6.488783 _.. _... IE STA. 9+65 - . 4TH ADDITION �.:... 89-2-3-2 - -.....:IE =589-24 889.04 .:---- --IE.�IN 888..5A .....:.. ......-:....... 885 REMOVE PLUG & :CONNECT STA. 9+65 IE =889- 4- gg TO EX. SAN. SWR.:. I END SAN: SWR EX. a5'--8" PVC SDR 35 6 0�+0%: . .................................... » 3rd ADDITIONI 1 INSTALL PLUG ... 1 STA. 0+90 EX. STUB- FE-88ff.70 STUB IE='.906.51 X REMOVE PLUG & CONNECT 890 I TO EX. SAN. SWR. 10- 55 -8 PVC -SDR- Pro' # xx 880 11 10 9 8 7 6 5 4 3 2 1 0 1 Latest Revision Date: 08/09/13 2 20101049U TF02, M'!G The Preserve nate: 05/26/10 Sheet 4 OF 18 . Westwood Professional Services, Inc I hereby certify that this plan was prepared by me or ung my Bn Prepared for. at Bluff Creek Sanitary Sewer 1212 Red Fox Rd. direct a n and that I am a duly licensed PROFESSIONAL Arden Hills, MN 55112 ENGINEER under the laws of the State of Minnesota 67/14/10 qty Review Comments 02/15/13 4th Add. Rawrd Owgs Chanhassen Residential Development Partners, LLC 3rd, 4th, 5th 07/22 rtm 8/10 Add Teaaaau ry Tumnd to End of Deda /1 Circle 035/13 5th Addition tea: rDg II and Water Main PHONE 651-288.0600 11 01/30/12 City Review Comments 06/21/13 Block Rumba Revisions FAX 651-288-0659 / ••YY�� - 03/20/12 qty Review Comments and 3rd Addition Record Drawings Down CVIG Dile Corporate Center 111, Suite 300 �[ 6th Addition$ Construction Plans TOLL FREE 14688-937-5150 Freida D. EIMM W PH 03/29/12 qty Review Comments 08/09/13 5th Add. City Commamts 04/25/12 Add Irrigation service p.®d DtEwlos br/dEEe >�[ 73M Metro Blvd. WBStYYIOOd www.westwoodps.com DEEB 08/09/13 L1tsEe NIL V716 Edina, Minnesota 55439-2302 Chanhassen, Minnesota Delger Circle 2010 Westwood Professional Services. Inc. - '" WYE=0+65 909.6 I 1 I 3 WYE=o+, 2 29 2' 906.6 2 2 \ WYE=3+27 INSULATE BE N1\\ 37\4'' .,` STORM & W.M. 903.5 3 44.1' 44.8 \ 84.1' 44.4' /40 ENDI rt WYE=2+03 97 64.2' ti-� Sss.3 64.2' / 9 WYE=1+47 84.6' \ I 1 895.5 6 23.8' WYE=0+73 81.8' 't "-22 1/20 BEN �.---_- - - - - -i r - - - -- ./ y• _ _ + WYE 0 56 - WYE -1+16 D PV 6" C SANITARY `3 Q I 3 2 f j0 SERVICE (TYP.) w j 89.8' +-MH-9 137.0' 62.0' / 1 44.8 � — I MH -10 I r ' 1" COPPER SERVICE w/CURB STOP (TYP.) �I MH -10A •TI 5th ADDITION 6 I .9' 4' '' --_ ��_ I - 4--► HYD.- W/AUX. VALVt ( ( f ( I 8" G.V. I 8" DIP PLUG 8"x6" TEE GRIND. El -.=9 .9 2 (! 3 l I ij I s 10 ~:, " 10' (TYP.)\ �\ — I - 6 \ ti 1 HYD. I 917.5 924.2 i 927.3 o i �'� _ .9 , 4t ��V W� 6"DIP"ti �� 908.3 WYE=0+64 921.1 I W� RISER 1714' 114.��� i WYE=1+77 IO -- I �\ W x6 TEE WYE=3+51 WYE=1+22 2' RISER ; ` ND. EL.=912-t .r 1 \, 4 4 904.9 I 901.8 yyYE=2+91 L NSU, BETWEEN O •' 01 BrtORIrR \W.M. 3 WYE=2+31 ` 899.0 end, A i� r GENERAL NOTES: XXX.X DENOTES SANITARY SEWER SERVICE INVERT ® END OF STUB WYE=X+XX I DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. FLAG HYDRANTS. EXTEND RODS ON DEEP VALVES. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH THE CITY'S LATEST STANDARD SPECIFICATIONS AND DETAIL PLATES. Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 ALL SANITARY SERVICES AND WYES SHALL BE 6" PVC SDR 26 ALL WATERMAIN SHALL HAVE 7.5' MINIMUM COVER ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR SODDED IMMEDIATELY TO MINIMIZE EROSION ALL CONNECTIONS TO EXISTING STRUCTURES MUST BE CORE DRILLED. ALL WATER SERVICES SHALL BE 1" TYPE K COPPER v2013 Westwood Professional Services, Inc. N10 raw, WATER MAIN STUB w/ 8' G.V. River Rock Drive South jeurissen 6th ADDITION Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 DRAINAGE do UTILITY EASEMENT 1" COPPER SERVICE w/CURB STOP (TYP.) W/AUX. VALVE 9'-6" DIP 8"-900 BEND 8"x6" REDUCER GRND. EL.=918. OUTLOT M GENERAL NOTES: XXX.X DENOTES SANITARY SEWER SERVICE INVERT @ END OF STUB WYE=X+XX DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. FLAG HYDRANTS. EXTEND RODS ON DEEP VALVES. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH THE CITY'S LATEST STANDARD SPECIFICATIONS AND DETAIL PLATES. ALL SANITARY SERVICES AND WYES SHALL BE 6" PVC SDR 26 ALL WATERMAIN SHALL HAVE 7.5' MINIMUM COVER ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR SODDED IMMEDIATELY TO MINIMIZE EROSION ALL CONNECTIONS TO EXISTING STRUCTURES MUST BE CORE DRILLED. ALL WATER SERVICES SHALL BE 1" TYPE K COPPER TRACER WIRE SHALL TERMINATE IN SNAKE PIT TRACER WIRE BOXES Lane 0' 50' 100' 150' 856.3 66.30 E.O.F. DENOTES SOIL BORING DENOTES SILT FENCE DENOTES HEAVY DUTY SILT FENCE DENOTES EXISTING CONTOURS DENOTES PROPOSED CONTOURS DENOTES EXISTING STORM SEWER DENOTES PROPOSED STORM SEWER DENOTES EXISTING TREE LINE DENOTES APPROXIMATE TREE REMOVAL LIMITS DENOTES EXISTING SPOT ELEVATION DENOTES PROPOSED SPOT ELEVATION DENOTES BIO—ROLL EROSION CHECKS DENOTES EMERGENCY OVERFLOW ELEVATION I:I : -- ---. ... ..... a r I:I ...:.. .. - - .la ... ... - ... ............:...... _ .-_......--- ...:..--- _...:.._ __ _ _ :_ -- ..: _....... .-.. ... � .. . __ - 900 ..........I.I :....... I.I Iq° ------ --------------------- I.I..--... -------- --:.- -----.:.-.--....:.. : ........ ----- --- ..... ...... 5� .. .... --- . . ... .. 115 . - I:I �R: _.... .-- ............. ----...... ..:..... .-: ...._ _-----' ---..: ----..._...: ._. .. .......... .: ........ .....:------------- -- . .... - _. - -- -- - - I.I.. - - EX. MH -: `k�.:...... S A.0+00-I:I-------- ST ......... ....: :..: ----- ,' DR 18 100 —8 C900 7 145 —8 PVC SDR 2 6 0.40% --- --- --- -------- ---: ..... = 03.86 RE 9 LI IE: N=888:71 I:I 112 —8 C900: (DRI 0.40% ::: 0.40% 30'-8".DIP CL 52 S:ZZ% _._.... IE.E=8$2.91... - - H t : ® ..... ..._... ... .. . ....._ ......... . - --- ------ ----. ----- - -- --. .- _...-. __.. _.._.....- ....... _...... . .... ............... .: :.. .. ....... ......... .. ....... ....- 890 IE: S=863:68 q -_._.� — — — — — — - — — — MH 34 MH -36 MH -37 MH -38 MH -34 IE: W=8.63:58_ - -� : MH -33 STA.2+28:1 S7A.3+00 STA.4+00 STA.5+4S STA -2+28.1 :EX. 115'-8 :PVC @ 0.40% STA.1 #15:...... ..: RE =902.37 RE -=897.60: RE =890.94 .. :RE =886.52 ... — ....:RE -902.37 ....... STUB RE =905.24 DROP IE: =888:52 _ IE —865.18 - IE —$65.68 — IE =866.36 DROP IE =888.52= - - - IE =864.14: IE =864.24 IE =864.79 IE =865.08 = -p - IE =865.58 - IE —866.26 IE =864.79 It- -uad 1a I� _A9d re 79 -R conn mRtnN ®n dnx IE =864 69 ri PrO� # 10-xx 885 W Westwood Professional Services, Inc 1212 Red Fox Rd. Arden Hills, MN 5511200 PHONE 651-288-06 FAX 651-288-0659 TOLL FREE 1-888-937-5150 WW WOW www.westw dps.com I hereby certify that this plan was preps -d by — or under my direct supervision end that I am a duly Ncansed PROFESSIONAL ENGINEER under the laws of the State of ADnn®om. 07/14/10 City Review Comments 10/31/13 ADO PRESSURE REDUCING VAULT ^ ^ 01/30/12 City Review Comments C�lC 03/20/12 City Review Comments and 3rd Addition Rerard Drawings O6 21 13 Block Number Revisions pie D. Eillgm pg OB/D9 13 5th Add, City Comments DNR 'A/� Lie Na 'ML 08/22/73 5th Add City Comments The Preserve at Bluff Prepared for. Creek 3rd, 4th, 5th & FM II Chanhassen Residential Development Partners, LLC 6th Additions Dori CM Rwnd Dn1ift *M* One Corporate Center III Suite 300, 7300 Metro Blvd Wina, Minnesota 55439-2302 Chanhassen, Minnesota Latest Revision Date: 10/31/13 20101049UTF05.DWG Date: 05/26/10 Sheer. 7 OF 18 Sanitary Sewer and Water Main Construction Plans River Rock Drive S. & Jeurissen Lane =2010 Westwood Professional Services, Inc. Rear Yard Sanitary Sewer Connection Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENERAL NOTES: XXX.X DENOTES SANITARY SEWER SERVICE EiD INVERT ® END OF STUB WYE=X+XX DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. FLAG HYDRANTS. EXTEND RODS ON DEEP VALVES. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH THE CITY'S LATEST STANDARD SPECIFICATIONS AND DETAIL PLATES. ALL SANITARY SERVICES AND WYES SHALL BE 6" PVC SDR 26 ALL WATERMAIN SHALL HAVE 7.5' MINIMUM COVER ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR SODDED IMMEDIATELY TO MINIMIZE EROSION ALL CONNECTIONS TO EXISTING STRUCTURES MUST BE CORE DRILLED. ALL WATER SERVICES SHALL BE 1" TYPE K COPPER TRACER WIRE SHALL TERMINATE IN SNAKE PIT TRACER WIRE BOXES 0' 50' 100' 150' W Westwood Professional Services, Inc. 1212 Red Fox Rd. Arden Hills, MN 55112 PHONE 651-288-0600 FAX 651-288-0659 �.���1 TOLLFREE 1-888-937-5150 Wwtviood www.vvestwoodps.com I hereby certify that this plan was prepandL by are or under my Newhillm direct supervision and that I am a duly Iice,sed PROFESSIONAL DeAP114 PDH II_-_ ENC114EER under the laws of the State of Minnesota 07/14/10 City Review Comments C1, 01/30/12 City Review Commm ents lfiid: PDH II -�/fy-_(• 03/20/12 City Review Comments 3rd Addition Record Drawings 03/29/12 City Review Comments DRAW CWG _ Fnnda D R,IIPH 64/05/12 City Review comments DSC 06/—_ Y_ 13mmm N& 17M 06/21/13 Block Number ReNsions Reamd DIIawlng_by/dYE Prepared for. at Bluff Creek Sanitary Sewer Chanhassen Residential Development Partners, LLC 3rd, 46, Sth and Water Main One Corporate Center III, Suite 300 & 6th Additions Construction Plans 7300 Metro Blvd. Edina, Minnesota 55439-2302 Chanhassen, Minnesota Rear Yard San Swr. Connection 4th ADD/TION 1 6th ADDITION . ....... ............ - - ---- .... ...... . . .. ... 1.. .. ...... 890 ............ ........ .........._._ _.. _...:........ 1 _ _ - _ ................:... ...... _ __ _ - 895 FINISHED GRADE ...... ....... .:...... ............:...... ... EXISTING GRADE=:.... 1 1: .... ... 1 . 885 ... ----- :.- -------- _........ ....._ ..� _... .... _::.:... .......:.:. _. a ....:.:.:........ _ ........- .. _ _ _ _ _ 890 1 . �. 1 --_ _ - — i 880 ---.... - .... ............. _ _ ... .. .. � ........ _ _. .-.. .: .. ........... _ .. . 885 ......... ........ ......... 1 _ 1 875 :. 21w- RCP - :.: 880 ...... ........ ..._.... _...._....._ ..: .... ... ... ... _ .:. .. .. _. .. 1 _ _ .. ....... ........ -. ........ __ 1 110'.:8": PVC: SDR: 260. .:. . .:. .::: ...... 1176 -s8 PVC 5)K:23 ®0 407 " /:. - . _ 0.40% � .., . - 0.40% 377 -8 PVC- SDR :26 .®. - 1 870 ................. _.:. - ..- RE:=28360 1 - _ _ _. 875 .......... ...... MH -19 IE =872.75 ........ 1 ... RE =881:00 IE: =871.14 IE =872.65 155'-8" PVC SDR 26 40-4076 MH=22 ........................ ...... ........... IE: =871.04 .. . ..........: ................. : STAR+4D - - 1 - ... . 2887.00: _ = 20'-8' UIP CL 52 Q 0:40% 13 -8' PVC SDR 26 0 0.40% _ 1 :RE : EE=874 9 865 - - .... _ W/ PROTECTO 401 _._... ....— ..... ..._...:. ........ .. ............. I _ E 873-:61 I>: = 74.1: 8 _.. 870 L. IE =873.51 1 ---- --- -:. ..:. ... - ..1::: ... 1.. 860 ....... ......_ .. - ....... _._ _... _.. - _ .:.: ...-.. _ _....... ......... - _... .:. .. 1 1.. _ _ _. .._... .. ....... .._ ....... ...... _. _ _.._.... _..... _ - - 86 .. MH=18 1 RE =881.00 1 DROP IE=870.52 ......... . IE =859.96 1. ... - .. -- -- .. mm 1 855 MY Project # 10-xx 860 Latest Revision Date: 06/21/13 The Preserve 20101049UTF06.DWC Date: 05/26/10 Sheet 8 OF 18 W Westwood Professional Services, Inc. 1212 Red Fox Rd. Arden Hills, MN 55112 PHONE 651-288-0600 FAX 651-288-0659 �.���1 TOLLFREE 1-888-937-5150 Wwtviood www.vvestwoodps.com I hereby certify that this plan was prepandL by are or under my Newhillm direct supervision and that I am a duly Iice,sed PROFESSIONAL DeAP114 PDH II_-_ ENC114EER under the laws of the State of Minnesota 07/14/10 City Review Comments C1, 01/30/12 City Review Commm ents lfiid: PDH II -�/fy-_(• 03/20/12 City Review Comments 3rd Addition Record Drawings 03/29/12 City Review Comments DRAW CWG _ Fnnda D R,IIPH 64/05/12 City Review comments DSC 06/—_ Y_ 13mmm N& 17M 06/21/13 Block Number ReNsions Reamd DIIawlng_by/dYE Prepared for. at Bluff Creek Sanitary Sewer Chanhassen Residential Development Partners, LLC 3rd, 46, Sth and Water Main One Corporate Center III, Suite 300 & 6th Additions Construction Plans 7300 Metro Blvd. Edina, Minnesota 55439-2302 Chanhassen, Minnesota Rear Yard San Swr. Connection 2010 Westwood Professional Services, Inc. ---------- C.S.A.H, No. 18 I I Q o " 1 30 Aans 13A ays ea 6 I � I � I EX. 8" DIP REMOVE 20 LF -6" WM, 8x6 REDUCER(INCIDENTAL) SALVAGE HYDRANT & G.V. (Lyman Blvd.) - - - - - - - - - - CONNECT TO EX. SYSTEM AT TEE 8"x8"TEE(BY OTHERS) F I i I —8" G.V. 6th ADDITION ' I i o SEE TEET 6 I I 2 v 0 �— w I� w I ``7D I �- - - - - 5A ' 1 •— Iw I h tN L 6th ADC I I 4 a� 5 I II I I i 6B I 1 1 8" DIP PLUG REINSTALL—` SALVAGED HYD. W/AUX. VALVE TION ; 7'-6" DIP 8"x6" TEE XXX.X GRND. EL.=885.5 6 OUTLOT A Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENERAL NOTES: XXX.X DENOTES SANITARY SEWER SERVICE INVERT CSD END OF STUB WYE=X+XX DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. FLAG HYDRANTS. EXTEND RODS ON DEEP VALVES. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH THE CITY'S LATEST STANDARD SPECIFICATIONS AND DETAIL PLATES. ALL SANITARY SERVICES AND WYES SHALL BE 6" PVC SDR 26 ALL WATERMAIN SHALL HAVE 7.5' MINIMUM COVER ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR SODDED IMMEDIATELY TO MINIMIZE EROSION ALL CONNECTIONS TO EXISTING STRUCTURES MUST BE CORE DRILLED. ALL WATER SERVICES SHALL BE 1" TYPE K COPPER 2010 Westwood Professional Services, Inc. 5' CONCRETE 4 SIDEWALK (TYP.) l 6th ADDITION NOTE: I I COMPACTION E�FORTS INSIDECB-84 YARD AREAS HALL MEET S CS CALLED FOf DER STREE� .3 I I 7 1 8 1 1 9 10 11 I I I I I 1 1 ISURm6yNTABLE DAY LI GH DRAINTILE TO DRAT FURNISH CURB TER & INSTALLCB-81 pg 4g I BARRICADES STMH-80 13 I titi N CBMH-83 �— - a 6L CBMH-82 -_ - --II - - _ 6th ADDITION ►► - I % / I I STA 17 85 - 2 ' Q i _k P f - i �T 'sB 1 q) ----------------- NI W to i � 1 2 5th ADDITION 1 I T CB -65 2 II STMH-62 CBMH-64 i CBMH-213 3 4 r " FURNISH ADDITION & INSTALL 1 14+95 BARRICADES N STREET ! 3TRUCTIOM yy -=eX - - - — - a_ 'y,. ai 9 � yE -- -- -------------- -------------- 5th ADDITION 4" DRAINTI. SEE DE STA. 17+85 I ADJUST MA END STREET CBMH-63 1 (TYP) CONSTRUCTION i 20' R. DRAINAGE 9c UTILITY a -r�MH-61' EASEMENT r 2 3 1 p; 4 / EXISTING 2nd ADDITION �- BEG N STREET j ; - © i I CO STRUCTION IpED. RAMP N I CLEAN T (TYP.) I I(TYP.) w W _ I 1 II 2 CBMH-79 � II - I F-11I 3rd ADDITION ADJUST G.V. ; STA. 13+87 (TYP•) BEGIN STREET W N N 1 I I I sA { �_� f_{ J 9 yb• o ro Qf� m - 5th ADDITION 1 I T CB -65 2 II STMH-62 CBMH-64 i CBMH-213 3 4 r " FURNISH ADDITION & INSTALL 1 14+95 BARRICADES N STREET ! 3TRUCTIOM yy -=eX - - - — - a_ 'y,. ai 9 � yE -- -- -------------- -------------- 5th ADDITION 4" DRAINTI. SEE DE STA. 17+85 I ADJUST MA END STREET CBMH-63 1 (TYP) CONSTRUCTION i 20' R. DRAINAGE 9c UTILITY a -r�MH-61' EASEMENT r 2 3 1 p; 4 Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENERAL NOTES: RADIUS TO BE B618 C. & G. WITH 10' TRANSITION FROM SURMOUNTABLE CURB + DENOTES GUTTERLINE ELEVATION AT INTERSECTIONS ALL RCP SHALL BE CLASS 5 IN ROADWAY MIN. 9" CLASS 5 UNDER C & G HOLES TO BE PRE-CUT IN ALL STORM STRUCTURES THAT HAVE DRAINTILE INLETS. CURB INLET SEDIMENT FILTERS SHALL BE INSTALLED IMMEDIATELY AFTER CURB IS COMPLETE. THEY SHALL BE MAINTAINED UNTIL THE SITE HAS BEEN STABILIZED AND THEN SHALL BE REMOVED, PER CITY DETAIL PLATE NO. 5302 ALL SIGNAGE TO BE FURNISHED AND INSTALLED BY CITY. 55.90 = 1055.90 ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED WITH IN 48 HOURS TO MINIMIZE EROSION ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH THE CITY'S LATEST STANDARD SPECIFICATION AND DETAIL PLATES, SEE SHEET 11 & 12. CASTING NOTE: ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLAN PROFILES REFLECT THE SUMPED ELEVATIONS. 3rd ADDITION EXISTING 2nd ADDITION �- I 11 6 ; © I II N W _ I 1 II 2 � II LU co I F-11I 3rd ADDITION ADJUST G.V. ; STA. 13+87 (TYP•) BEGIN STREET W N N CONSTRUCTION yb• o ro Qf� m - X65 ry wh 3rd ADDITION {} STA. 14+95 �o \ END STREET CONSTRUCT10N 3Qj 5 a') co 7 Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENERAL NOTES: RADIUS TO BE B618 C. & G. WITH 10' TRANSITION FROM SURMOUNTABLE CURB + DENOTES GUTTERLINE ELEVATION AT INTERSECTIONS ALL RCP SHALL BE CLASS 5 IN ROADWAY MIN. 9" CLASS 5 UNDER C & G HOLES TO BE PRE-CUT IN ALL STORM STRUCTURES THAT HAVE DRAINTILE INLETS. CURB INLET SEDIMENT FILTERS SHALL BE INSTALLED IMMEDIATELY AFTER CURB IS COMPLETE. THEY SHALL BE MAINTAINED UNTIL THE SITE HAS BEEN STABILIZED AND THEN SHALL BE REMOVED, PER CITY DETAIL PLATE NO. 5302 ALL SIGNAGE TO BE FURNISHED AND INSTALLED BY CITY. 55.90 = 1055.90 ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED WITH IN 48 HOURS TO MINIMIZE EROSION ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH THE CITY'S LATEST STANDARD SPECIFICATION AND DETAIL PLATES, SEE SHEET 11 & 12. CASTING NOTE: ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLAN PROFILES REFLECT THE SUMPED ELEVATIONS. ,,2006 Westwood Professional Services, Inc. REMOV H 6 TEMPORA TURNAROU 'd \ �` STMH-62 � ^ � L 14St,q���T%� 1; 3r4;--• I I, Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 cBMH-61' Q ((1 STA ADDITION GENERAL NOTES: &07BEGIN STREET t9-� 5$i�ADDITION (��r� 3 it ( CONSTRUCTION RADIUS TO BE 8618 C. & G. ' STA,' 9+45•� WITH 10' TRANSITION FROM 9 IN STREET ( ( R ry 1 SURMOUNTABLE CURB t f` CONSTRUCTION C0-60 ( CBMH-132A _. I , 7DE ' ; "94' • 0 1 / L PROFILE 15 B 4 NOTES NTERSEC ONS GUTTERLINE ELEVATION -CBMH-2,01 CH -202 _ ALL RCP SHALL BE CLASS 5 IN PED. RAMP ROADWAY (TYP.) .\ -0 1/ 1CB-220 �y� 1 ' S / �• ,( � MIN. 9' CLASS 5 UNDER C & G '12 FES -221 SEE SHEEtT HOLES TO BE PRE-CUT IN ALL 41;11 ADDITION 1`i 2 STA. 9+45 STORM STRUCTURES THAT HAVE 6A �, f { END STREET , ' 13 DRAINTILE INLETS. QONSTRUc no > 2 4 tis 1 $ X. �, SURMOUNTABLE ( o a CURB & GUTTER CURB INLET SEDIMENT FILTERS SHALL CBMH-59 /' 1 -_ BE INSTALLED IMMEDIATELY AFTER �r % CURB IS COMPLETE. THEY SHALL / PED RAMP 1 513-551 1 CBMH-� 15 2s I ( STMH-203 BE MAINTAINED UNTIL THE SITE HAS n 11 r 4 1 1 DRAINAGE &UTILITY/ ♦ BEEN STABILIZED AND THEN SHALL �� \ /0� 7 1i ` EASEMENT 2 / BE REMOVED. PER CIN DETAIL !� 1 ADJUST G.V. NOTE: 6* PLATE NO. 5302 \ 20' R. (TYP.) 14 T,p 6 1 COMPACTIO EFFORTS INSID CB -216A 3 ! 2 � _,• '14.37 �( ) �/ -- _ rag' �/ � � �% NSTALLEDALL GBYT� BE FURNISHED AND YARD ARE SHALL MEET PECS 3 s•a PROFILE a CALLED FO UNDER STRE S. 4t TA vV CBMH-21 / 133 4" DRAINTILE1i 55.90 = 1055.90 CBMH-57 5 ������ E SHEET 15 / SEE DETAIL ALL DISTURBED AREAS SHALL BE L h CBMH-216B_ CBMH= SEEDED AND MULCHED NTH IN 48 HOURS TO MINIMIZE EROSION ,• .r % CBMH-56 CB -217 4" DRAINTILE 2 PROFILE 16A ALL UTILITY WORK SHALL BE IN x, SEE DETAIL 4th ADDITION j 1� ACCORDANCE WITH THE CITYS LATEST PED ` CBMH-54 STA. 2+21 STANDARD SPECIFICATION AND DETAIL ADJUST M.H. RAMP \ - TYp BEGIN STREET PLATES, SEE SHEET 11 & 12. CBMI-t-53_ i ( (( •) CONSTRUCTION / f STREET ' 1 / LIGHT 6+; 9 - - _J t_ PROFILE 16 , S CASTING NOTE: - CBMH-218 CB -58 �1� - �` - 7 �� ALL CATCH BASIN CASTINGS IN CURB ' s s SHALL BE SUMPED 0.15 FEET AND L+ 7 (-C8MH-52� CB 19 MANHOLE CASTINGS IN PAVED AREAS 5 V + 1 1 3rd ADDITION Q SHALL BE SUMPED 0.05 FEET. RIM 5' CONCRETE STA. 2+21 v ELEVATIONS ON PLAN PROFILES \' ^ SIDEWALK (T END STREET ® REFLECT THE SUMPED ELEVATIONS. ( 1 CONSTRUCTION " o lu 1 1 2 _ I1 ( - o CONTRACTOR: BURSCHWLLE CONS7RUC770N ( 1 1 1 �^/" RECORD DRAWING 4TH ADDMON + 3 SURMOUNTAEI 1 1( N CURB & GU ( CONFORMING TO CONSMUC77ON RECORDS. JL 1 / ( (1 BY Jerrod McCarty DA 7E 02 15/13 • tt MWOOD PROFESSMU sEWCE8 - _ , 6 1 Degler Circle ' 0' 50' 100' 150' N O . . . . �- O - : 00: [ O : to to fD 1 b OO : _ _ Ob: _ MO. - _ - �)N t0 N O) OD Lo M O N LO n O Go 10 r� O O O: CO: ai: aD t0 6 4 M N C -i N M ri NtoN N N O C) O O O O O o O O O -Q/ O) ----- Oi - (3) m O) dO) O O 9o': vc PVI STA := 6+5D 930 54h ADD/TIC�V 1 0 Ah ADEMON 1 J t ..._........... ..... .................. __ PVI 9TA.. ..7150. PVI_ELEV_._ 908.50 ..__... ...................... ......... c�iC! A�II:/v--- -- .... _.._. _.... ... 9 1411 vc .� _.. ..... _..... 20 to .. _ ... _ _ PVI ELEV we 912.2- A- D. 2.27 1.. �. 1 H.P. ELEV -.921.94... : m°i FINISHED: C/L GRADE: ...... H.P. STA 9+60:53.. _ + A.D. = 2:36 - - ..:: K 39.65 l0 1.:. B^...:K.=:38.11::: ::. C...SUBGRADE .. 1 ........................ PVI STA 9+25 of + io 1 j 11 0 ..N rn---- --PVI -ELEV 923.00 rn :: rn 1.: w� ti ry L.P. ELEV = 902.62 H.P: ELEV +� A.D.- -8a3 - wa to o PVI STA = 3+50 1 - 903.10 925 __.. _.:......... _. Il:.- 1 :.-- __ rn - _ L.P. STA: 1+40.05 H.P. STA = 0+27.84 �o .i. --- ---- .._ .::.._ PVI:.ELEV :-.:904QO 1.:. u n ►c 17.21 _. ,� - 915 5th AODIl10N _ II m u�i °)# °' + DD A.D. = 0.75 _ _ PVI STA.._..1+45................... PVI STA 0+25 .-... __.... w Q: STA. 9+55 w t- 1: : : rn }_ II to r< to 1 PVI ELEV = 902.47 PVI: ELEV r J 1 m. A.. 11 0 0_. K 119.42 w to_ : CONNECT TO:: a'l. a:::::: U : - j N > r 1 A.D.:= 1.34 A.D. _ -1.36 EX.. ST. SWR. _ _ ... w � - > ....... ....... ... 1 _ - - - - - - 260..VC - 5 5 > r,. J> w a n 90 . VC :. ' _ K -: 66.93 1::: _ > La (L : LOW P ELEV =. _200 w D_. � � > ti w to � 90' VC POINT . LE ... 902.71 - - - 920 3 1. \ w O rn 1: d _ .:....... ....... ......... .._..- .___.. ....... ........ ............. _.... -- - -- $ <..._..:. >._.. ...... .. __.... ... .... to _ r . _.... ....._... _...:o :..... LOW POINT STA = 0+52.63 910 o to .... 1 w a rn M- o '.. aq o o _.- 1S" o+ N o C i o 0 o ri o to go PVI STA = 1+55 C R R II rnr� 1 oc, o0 00 ...:: �C B¢ j r a) + rn + m + N �i PVI: ELEV = 901.84 :........4 : "`�6 o 0 CP ........................ " 1. I O 1 : 70-15 RCP y 4;�¢Z ® 3..1$,.. . - J a...... 1 tl A 1 I II rn A.D.- := "7.04... . C BMH-57 C( R t: Ld w 1 j, j i j II L 537 CP:UJ w K 36.91 915 ®o. _n„zw w J> .._.................. .............. . .. ... ........... _. ... .. .... -- ------ ...... ......... .. .. _. _ - __... ............. U.1 a_. _....... .. .... .... ... .. ............. ........... 905 \ •-•�,-t�•T911.%IU .CBMH-56 "` w ti- w � a _m m .r" STMH-62 _ E 99 z6907JDO STA.6+82 3. 1 w STA.10+87 11 R 107-15' RCP CL 5 _ 1 : ceMH-Ss RE -49s-2&909:23 - _ o-�5z -os =o;zs PROFILE 1 y RE. =920:64 - . CBMH=:61:: 0: 0.,359% - - - - - a-15' \ ��gg.. STA:8+85 . .. :7� _ . ..... IE . 965.4:7 905.43 - _ .159: RCp - - - - j IE =914.29: _ STA.10+62 1.- CL S CBMH-53 1: RE =919.58 1: E =949-�i91 �7$. �i ® STA. 5+56_ 910 IE =914:20.. =91338913. /� CBMH-54 1-6 RE =986.5 __.._. _. . ._ .....- - ... .1- .- .. __....... _ .......-::.. Vie.. ......... - ....... . - 4z. _ - --- -202 900 06.56 CB _ C ST IE 992-31902:31 ........ _.... = - . __. _ _ A8+53�........ ....... . ._. RE =9674 07.48 „ _ = 4th ADDITION 85 =18" RCP _ _ _ 25 -15 - RCP. CL 5 9 .0.35%..1 :. 1 IE =993.44993 28 CBMH-218 _ STA. 9+55 L 5 ®gam E-898;#1-897.5 ............:.... ....:.........:. I ......... STA.2+:7fi ...:....: 99 .54 -�- - - END ST.- SWR...... I . _ _ 1 . '=15" R =21" R : 26'-15" RCP RE 9AZ 8�9Q2. = INSTALL: PLUG _ I CL g 6� CL. S I: E 898#2898.43 - }q� 905 -- IE=913.83 _ _ x.03,; CBMH-215A ® B9W 5 1.15 ............................:..... ....._ .. ..... -- .............:.. -- - -----........:-I. ...._.. .. _ _ ....... L:.. _. ® ......... _...... 895 :. .. ............. :. _ :..... _ L Ek=99 59 2.11 STA -0+55 CBMH�216..... E =896. RE- 9 :PROFILE 25 34 _9e� 4+ 2*0, sST"A.0+13 �, PROFILE CB. 58- - - - ...... - nth ADDITION 4th ADDI'I'iON ------ - CBMH-57 STA.7+37 RE =992.13 9 3 9 2.19 IE S RE=9c2zv902.83 .®27, _ IE X3896 31 9 RE =948.96918.59 RE=9i�34911.44 CBMH-54 IE =$96.68 806.42 38'-18 RCP =896.89 896.87 RCP C, STAR+51 A 900 14.56 _ _ IE =96319QT.14 CB -219 IE =$96^48 6.39 CL 5 ®9r493fr0.24% IE =$95} 895:76 4 < S _....._...... IE 941-9�9 ......... - ...... ....... _. ........ _.. .... ... _.. _ _. _.. B RE-�9A3r#5903.48 890 ...... ___.. _ . .. _ CB -55: :. IE=Ii9�44 890.19 __...... STA 30 18: RCP 895:89 �$ -220 12 r- R P :� -: _ PROFILE 18 " RE =99258902.82 - CL. 5 ®=93990.17% .. 5 5 ®}gyp CBMH 59 : 2X-115" RCP CL 5 _ 'RCP : CL 5 ! RE =908.64 0&31 - CBMH-201 =94x36915.44 FES -221 4th ADDTfiON :27' 130 15 1.04% IE =994:54904.63 CBMH-215A STA.0+53 i 94 7 913.76 .. ... IE =9}33f9T3.61 .. _ 0.96 - ...... ........... CBMH�218- CB -217: . LIE 890.88 898.81 PROFILE: :9 PROFILE 17 STA.1+40 RE =96z-t49Q2.08 33' X12" RCP CL. 5 2T23-15 RCP CL 5 .::: 23'-15" RCP = RE =`361196902.00 IE =893.611897.36 City Pro # 10 -XX 895 0.45% 4th ADDITION 4th ADDTIYON 1:418:4-90% CL 5 ® fr-i39fr 5.57% IE =�4 IE =894•.32-894.66 2 885 11 10 9 8 7 6 5 4 3 2 PROFILE 16A 1 0 1 Latest Revision Date: 06/21/13 3rd ADDPPION 20101049STF02.0wc The Preserve Date �r�M05/26/10 Sheet: 11 OF is W Westwood Professional Services, Inc I hereby certify that this plan was prepared by me or under my at Bluff Creek Storm Sewer 1212 Red Fox Rd. direct supervision and that I sort a duty licensed PROFESSIONAL � ; I[ Prepared for. Mien Hills, MN 55112 1$IGP7ffit under the laws of the `.data M hfin"°"'+° 07/28 10 Ad Review Commits 03/15/13 5th ANumbe Residential Development Partners, LLC 3rd, 4th, 5th and Street 07/28/10 Add TetroararY Turnaround to End of Darier C(rde 08/21/13 Rlgck Number Revisions fid: FDH II Chanhassen PHONE 651-2W-OWO ( } ( / 01/30/12 City Review Cammente FAX 651-288-0659 \-�-+ �/� I 03/20/12 City Review Comments and 3rd Addition Record Drawings Draw= CVJG One Corporate Center IIIc `c1111tE 300 & 6th Additions Construction Plans TOLL FREE 1-888-937-5150 Prencla I% � II, PJL 03/29/12 City Review Comments %3QQ Makro Blvd. ~ 06/2 'ML 02/15/13 4th Add- Record D"ps Bem[d D+awlfts b�/dNc IPM Chanhassen, Minnesota Delger Circle vvww.westwoodps.mm Dtic License Na J/, 10 Edina, M1nAe80tg 55439-2302 $ -2010 Westwood Professional Services, Inc. x - - - - - - IN - - - - - - - - - - - Call 48 Hours before digging: DRAINAGE & UTILITY] GOPHER STATE ONE CALL EASEMENT I 0 LI.n Twin City Area 651-454-0002 2 ! ♦ 5 10 3 L Mn. Toll Free 1-800-252-1166 r - w _ iw �, GENERAL NOTES: 3 I W - - - - RADIUS TO BE 8618 C. & G. ! E WITH 10' TRANSITION FROM 2 CBMH-207' I (J Q 4 CBMH-204A PROFRLE 7 I CBMH-211 PED. RAMP SURMOUNTABLE CURB 3 PROFELE 6 (TYP) X d + DENOTES GUTTERLINE ELEVATION 5th ADDITION AT INTERSECTIONS r- ADJUST MH5th # ALL RCP SHALL BE CLASS 5 IN ¢c CBMH-21 ------ ROADWAY _CBMH 213 4 5 s !� $PROPiQB 5 e MIN. go CLASS 5 UNDER C& G --— - - - HOES TO BE PRE-CUT IN ALL CBMH-208 - 6 CB -212 CB -214 ® DRA NTI E INLETS. STORM HAVE 5' CONCRETE,, �' J SIDEWALK ( I 1 - - - g CURB INET SEDIMENT FILTERS SHALL i S} OUNTABLEI ( ADJUST G.V. BE INSTALLED IMMEDIATELY AFTER �► C CURB IS COMPETE. THEY SHALL & GUTTEf p r I I f I (TVP.) ' BE MAINTAINED UNTIL THE SITE HAS s• BEEN STABILIZED AND THEN SHALL $ 5 I { s I ( ! I (TYP.) END STREET & SIDEWALK PLATE NO- 5302 -204 REM VE i ! I 2 J ( '720- BE REMOVED. PER CITY DETAIL /9 \ TEMP` A I I I G I I I CONSTRUCTION STA. 8+73 / \ \AdURNA I I i I I - - _• _ _ - _ - - ALL SIGNAGE TO BE FURNISHED AND SEE DFS IL. H ffT 16) I 1 i I I I - - - - - - - - - - - - - - - - ED. RAMP 6th INSTALLED BY CITY. \ I I I ! PADD TION (TVP.) O sB I DRAINAGE & UTILITY 55.90 = 1055.90 ' CBMH-205 \ _ AL DISTURBED AND MULCHED WITH BE EASEMENT j j l LAREAS SHALL \\\4 \\ CB -_209 - -w r i ~ 1 I ( 2 1 1 4 48HOURSS TO MINIMIZE EROSION ,/ 3 \ 4 \ O l; ( f SURMOUNTABLE CON RETE ALL UTILITY WORK SHALL BE IN \ \ \ 1 i Q ! I CURS Ac GUTTER 1 I ACCORDANCE WITH THE CITY'S LATEST O ! iQ I 9! J I STANDARD SPECIFICATION AND DETAIL ADJUST G.V. i I CLEAN (TVP.) i OUT I I ADJUST M.H.I I PLATES, SEE SHEET 11 & 12. CB 75 'CBMH-203A \\ ' \ \\ \ � , . • � PD �" � , i � � ; � ; _ n co ; (TVP.)I i i rrP. ; ! ;CB -81 CASTING NOTE: \ ` 2 \ CB -206 \. i --------- ---------- ----------- --- _ - -+ `PROFILE 9 ALL CATCH BASIN CASTINGS IN CURB 3 \ \ ; 00_ uo m \ SHALL BE SUMPED 0.15 FEET AND \ 1 NOTE: I 5A i I- m CI 21 f' MANHOLE CASTINGS IN PAVED AREAS COMPACTION EFFORTS INSIDE ; _-__ ___ -- SHALL BE SUMPED 0.05 FEET. RIM YARD AREAS SHALL MEET SPECS L r ! " "Y C ELEVATIONS ON PLAN PROFILES \ CALLED FOR UNDER STREETS. STMH-71 i i r - - - - - - - - - - - '�� �� i REFLECT THE SUMPED ELEVATIONS. tMH-201 Qi CBMH-i4 i r I'r, ` I MH -76 I } C i i I STMH-80- 1 5 I 1CH-79\ o r J w �i 20' R. (TYP.) I CB -77 v CONTRACTOR. BURSCHOLLE CONSTRUC77ON L = � J PROF" W \?z w3 q) � w I '\v �. r ` RECORD DRAWING 3RD ADDITION `" ' w ' I CONFORM/NG TO CONSTRUCTION RECORDS I ; w ; - BY Jerrod McCarty DATE 03/20/2012 N Vf 2 SIDEWALK (TVP. \ ```, I LLJ (A ; L _- - ■ESTINOOD FROFESSIORSL SERVICES II 2010 Westwood Professional Services, Inc. CBMH-70 g C MH -69 DRAINAGE & EASEMENT —CONSTRUCT TEMP. BIT BERM TO DIRECT WATER TO CATCH UNTIL 5TH ADD. IS COMPLETED. '4th ADDITION STA. 4+46 TEND STREET CONSTRUCTION lw � CONTRACTOR: BURSCHVILLE CONSTRUCTION RECORD DRAWING 4TH ADDITION CONFORMING TO CONSTRUCTION RECORDS Degler Lane BY Jerrod McCgfty___DATE 02/15/13 WESTN'OOD PROFESSIOXAL SERVICES Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENERAL NOTES: RADIUS TO BE 8618 C. & G. WITH 10' TRANSITION FROM SURMOUNTABLE CURB + DENOTES GUTTERLINE ELEVATION AT INTERSECTIONS ALL RCP SHALL BE CLASS 5 IN ROADWAY MIN. 9" CLASS 5 UNDER C & G HOLES TO BE PRE-CUT IN ALL STORM STRUCTURES THAT HAVE DRAINTILE INLETS. • CURB INLET SEDIMENT FILTERS SHALL BE INSTALLED IMMEDIATELY AFTER CURB IS COMPLETE. THEY SHALL BE MAINTAINED UNTIL THE SITE HAS BEEN STABILIZED AND THEN SHALL BE REMOVED. PER CITY DETAIL PLATE NO. 5302 • ALL SIGNAGE TO BE FURNISHED AND INSTALLED BY CITY. • 55.90 = 1055.90 • ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED WITH IN 48 HOURS TO MINIMIZE EROSION • ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH THE CITY'S LATEST STANDARD SPECIFICATION AND DETAIL PLATES, SEE SHEET 11 & 12. CASTING NOTE: ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLAN PROFILES REFLECT THE SUMPED ELEVATIONS. 50 100 150 W Westwood Professional Services, Inc I hereby certify that this plan was prepared by me or under my at Bluff Creek Storm Sewer duect au n and that I am a duty hcm.s.d PROFESSIONAL a°'� �_ .-------__,--_-- Prepared for. and Street 1212 Red Fox Rd. Pervieu y PDH II Arden Hills, MN 55112 ENGINEER under the laws of the State of Minoee"ta. 01/14/10 City Review Comments _ Chuen Residential Development Partners, LLC 3rd, 4th, Sth 01/30/12 City Review Comments QttM17d: PDH II PHONE 651-288-0600 all 03/20/12 City Review Comments and 3rd Addition Record Drawings FAX 651-288-0659 - . Construction Plans 02/15/13 4th Add Record Dwee Dtaws cwc One Corporate Center III Suite � & 6th Additions TOLL FREE 1-M-937-5150 Fesnds D. Heger lI, P.S 03/15/13 5th Addition r�/y1 08/21/13 Block Number Revisions Remod DMWMg by ddc RM 73M Metro Blvd. Westwood www.westwoodps.com Die 86/21/13 rte.. No. 17716 Edina, Minnesota 55439-2302 Chanhaseen, Minnesota Degler Lane tri:.. - .. ..Do: - ca: �: tc m: p: o M - - - - - - - - - - - .WOD:: .Y0A0:: -.0 O): .7): 0). O .0)0y0)- - Ob: 920 ""........ ------ _ ..... - ---:...... .. .. .......---------- :.................. .............. ............ ............... - - - - ..... .......... ......... ..... ... .......'4t- Aoprnav- 920 .............. _ ................... ................... ............ STA: 41.36 i END ST SWRi . ..... .. :......- ... INSTALL-PLUG- iE 7399:58909.57 A4 D 60N 00% 915 - .... _ _ _ _ .:...:.:. ....... _ STA. :.:. ..... 915 ._... _ - .....:................ ......... 175' VC CONNECT TO ... _..... :- . EX ST.: SWR. to :" ........:.........:.........:.........:... . ........... ---- :... _ ::PVI STA tt34 N o ....... .. � - ... ------ = P.VI ECEV :905.00 910 = _ _ 442 cY K -:.39..59. > 910 _...._ _.... ..........__ _. _ _..:.. _:.... _ .. _.._ _... - .......- _ .. -."" ...A.D. _._. Lj _... 4 LLI - ... FINISHED CA GRADE a w- �p4°A � > ..... ............ .. ....... ....... ..... ... U DE - C L S BGRA - r ... 5 �. 5 a .... to � GL. a. 905 _... __..... ....... - ....... ... ......... ....... ......... dto- -- --- _ _....... ........ ......: _... - o rn � - - ,� �� ..:. _ 4+53 . _..... ........ ..... .... - ------ 905 r 28'iS' REA-^„4.914.57 E --------- ::.-----.. > � GL--- 3 -� ------------- -- ........ ..................-:.-......:. > a w 900 5:®3gg... I:...arn 2+zs:....:. 900 _.. .._.... _ _ ...... - .... _:.. ---- ---. /- - P a' I- RE 908.84- _.. - ..... _.... _... / RC . X15 IE =904 84 .. �, � � .. X33 ..... 9 4 IE ..... PROFILE 12 STMH 71 '�. 6th ADD ON 895 - y STA 895 _. ......_.. _.. __ .... _ .. ._..... _........ - _.. _. __ .. .. ... .. _. . Ery RE ...... ... ......... ..... ... ---- -----... _. ......... :. ai 89 4 90 5 IE =897.79 . ... - ....... ....... ............ ...... ... ... 890 .... ......... _......_ . ......... _. _ . - - _:.. _...._.. _. ..._.. O _ _... ------ -- ----- ......... -- CB 78A . RE 890 _... ......... STA:3+03 ...9.09.90: ......... IE 905:90 ......... ............ RE -909:57: ......: ......... ........:: CBMH-70 .... JE 905 57 - - - - - - - - - - - - - - = 129 15 RCP CL::S 0 -0.50%..... 44`-15". RCP: C 5 Ok : 35: L 5 2 STA:0+04 RE =$94.73 CBMH 72: BMH-78 RE =907:60 885 IE =888.91: 34'-15' RCP CL 5 g 2.75% IE =903.601 Project.# 10-xx 885 0 1 2 3 4 5 Latest Revision Date: 06/21/13 20101049STF04.DWG The Preserve Date: 05/26/10 street 13 of 18 W Westwood Professional Services, Inc I hereby certify that this plan was prepared by me or under my at Bluff Creek Storm Sewer duect au n and that I am a duty hcm.s.d PROFESSIONAL a°'� �_ .-------__,--_-- Prepared for. and Street 1212 Red Fox Rd. Pervieu y PDH II Arden Hills, MN 55112 ENGINEER under the laws of the State of Minoee"ta. 01/14/10 City Review Comments _ Chuen Residential Development Partners, LLC 3rd, 4th, Sth 01/30/12 City Review Comments QttM17d: PDH II PHONE 651-288-0600 all 03/20/12 City Review Comments and 3rd Addition Record Drawings FAX 651-288-0659 - . Construction Plans 02/15/13 4th Add Record Dwee Dtaws cwc One Corporate Center III Suite � & 6th Additions TOLL FREE 1-M-937-5150 Fesnds D. Heger lI, P.S 03/15/13 5th Addition r�/y1 08/21/13 Block Number Revisions Remod DMWMg by ddc RM 73M Metro Blvd. Westwood www.westwoodps.com Die 86/21/13 rte.. No. 17716 Edina, Minnesota 55439-2302 Chanhaseen, Minnesota Degler Lane 2010 Westwood Professional Services, Inc. Vim' n i 3 4 2NOTE: COMPAC N EFFORTS INSt 7 YARD AR SHALL MEET qS / CALLED FOR UNDER STREETSi O 2 WH -218/ CB -216A � 4 I I 2 9 CBMH-2168 5 i CBMH-216 / C8-217 7 10 CBMH-215A 2 m„ 1 (b CEIMH7 -215 I � i CBMH- • { II I II • 1 1 1 l i 5A I I Oji 16 _.,�STMH-67 �STMH-68 6th ADDITION FES -66 NOTE: _ COMPACTION EFFORTS INSIDE — YARD AREAS SHALL MEET SPECS 27" RC APRON w/TRASH GUARQ CALLED FOR UNDER STREETS. 8.7 C.Y. CL. 3 RIP—RAP \ 4.4 C.Y. FILTER MATERIAL X �\ VV \ OCS-86 POND 1 NWL=876.00 -j 18" RC APRON w/TRASH GUARD FES -87 2—YR. HWL=876.60 \ 5.9 C.Y. CL. 3 RIP—RAP 10—YR. HWL=877.37 3.0 C.Y. FILTER MATERIALS 100—YR. HWL=878.43 FES -50 FES -85 _ (SEE DETAIL 21" RC APRON w/TRASH GUARD SHEET 2) 6.3 C.Y. CL. 3 RIP—RAP 3.2 C.Y. FILTER MATERIAL I 7�®��#�����Nax•,®. �.;°���������uis�aW:��>�����m.... 2 Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENERAL NOTES: RADIUS TO BE B618 C. & G. WITH 10' TRANSITION FROM SURMOUNTABLE CURB + DENOTES GUTTERLINE ELEVATION AT INTERSECTIONS ALL RCP SHALL BE CLASS 5 IN ROADWAY MIN. 9" CLASS 5 UNDER C & G HOLES TO BE PRE—CUT IN ALL STORM STRUCTURES THAT HAVE DRAINTILE INLETS. CURB INLET SEDIMENT FILTERS SHALL BE INSTALLED IMMEDIATELY AFTER CURB IS COMPLETE. THEY SHALL BE MAINTAINED UNTIL THE SITE HAS BEEN STABILIZED AND THEN SHALL BE REMOVED. PER CITY DETAIL PLATE NO. 5302 • ALL SIGNAGE TO BE FURNISHED AND INSTALLED BY CITY. • 55.90 = 1055.90 • ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED WITH IN 48 HOURS TO MINIMIZE EROSION • ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH THE CITY'S LATEST STANDARD SPECIFICATION AND DETAIL PLATES, SEE SHEET 11 & 12. CASTING NOTE: ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM © ELEVATIONS ON PLAN PROFILES REFLECT THE SUMPED ELEVATIONS. CONTRACTOR: BURSCHWLLE CONS77?UC770N RECORD DRAWING 4774 ADDITION CONFORMING TO CONS77?UC77ON RECORDS BY Jerrod McCarter DATE _ 02/15/13 WESTWOOD PROFESSIONAL SERVICES 0' 50' 100' 150' 2010 Westwood Professional Services, Inc. PAI INSTALL 2 TRAFFIC BARRICADES (SEE CITY DETAILS SHEET 18) —Ilk, 4" HIGH TEMPORARY BITUMINOUS CURB ON WINGS 6B 2.0% 50. 7 2" BITUMINOUS BASE & 6" CL 5 AGGREGATE BASE (TVP.) 28' R (TYP.) 2 STANDARD STREET SECTION (TYP.) 6"-3A32 CONCRETE 4" CL COMPACTED SUBGRADE SURMOUNTABLE CURB AND GUTTER THROUGH TEMPORARY TURNAROUND END STA: 1+93 1 2.09 — 50.0' o O Y :1I • 11 • • I I CONCRETE WALKWAY 3" BITUMINOUS WEAR COURSE TYPE 41WEA50055B 6" CL. 5 AGGREGATE BASE 100% CRUSHED ROCK MnDOT 3138-1 APPROVED COMPACTED SUBGRADE MnDOT SPEC. 2105 & 2112 W Westwood Professional Services, Inc. 1212 Red Fox Rd. Arden Hills, MN 55112 PHONE 651-288-0600 FAX 651-288-0659 -�—J TOLLFREE 14888-937-5150 Westwood www.westwoodps.com 5 8' 8.5'- SIDEWALK PROJECT NAME 4.5' I PROJECT DESCRIPTION—A 54 LOT SINGLE FAMILY RESIDENTIAL SUBDIVISION DEVELOPER— NAME PHONE NUMBER CONTACT— NAME PHONE NUMBER 6' PERMITTED CONSTRUCTION HOURS—MON.—FRI. 7AM-6PM SATURDAY 9AM-5PM ABSOLUTELY!!! NO CONSTRUCTION ACTINTY, MAINTENANCE OR DELIVERIES ALLOWED ON SITE OUTSIDE OF THESE HOURS. QrY OF CHANHASSEN ENGINEERING DEPARTMENT 952-227-1160 NOTES: 1. SIGN SHALL HAVE A MINIMUM OF TWO POSTS. 2. INSTALL SIGNS AT ALL CONSTRUCTION ENTRANCES. 3. SIGN SHALL HAVE WHITE BACKGROUND WITH BLACK LETTERING. 4. LETTER SIZE TO FIT 8' X 6' SIGN. Ina DEVELOPMENT INFO SIGN MMU.1-10 ENGINEERING DEPARTMENT 'u1L NO" 5313 FltE WY[C a I hereby certify that this plan was Prepared by me or under myI ReVIrC� direct supervision end that I am a duly Based PROFESSIONAL ENGINEER under the laws of the State of ..Tt"""w" 07/14/10 City Review Comments 01/28/10 /280 Add TemporaryTumoro 011/30/12 City Review Comments 03/20/12 City Review Comments Fnwjcfs D/. Hagen 1, PJL 02/15/13 4th Add. Riad Dwgs DREG 08/09/0 L1Ow" NO, 17716 03/15/13 5th Addition _ PL�� g rz 10' DRAINAGE & UTILITY EASEMENT 14.5' BOULEVARD 9 nn c1 nmr L _ 4.5' 4" TOPSOIL IN-/ DISTURBED AREAS. 4" SUB -SURFACE DRAINTILE (SEE DETAIL SHEET) 4 10' 6.0' DRAINAGE & BOULEVARD UTILITY EASEMLNT PRIVATE UTILIT2.0% SLOPEY LINES 00 0 3' 6"i � o c? rn , w - U i 4" SUB -SURFACE DRAINTILE (SEE DETAIL SHEET) 8" DIA. PVC T VE I I I I SECTION VIEW _ CL 30' ROW 30' ROW 15.5' I� 15.5' WEAR COURSE TO BE 1/2 - ABOVE EDGE OF GUTTER 3.0% SLOPE LL 1-1/2' - MnDOT 2360 LVWE350308 WEAR COURSE MnDOT SPEC. 2357 BITUMINOUS TACK COAT 2' - MnDOT 2360 LVNW35030B BASE COURSE 12" - CLASS 5 AGGREGATE BASE, 100% CRUSHED STONE 24" MnDOT 3149.26 SELECT GRANULAR BORROW COMPACTED SUBGRADE TYPICAL PUBLIC STREET SECTION (3Y BACK TO BACK} 20' PA — 14.0'- WEAR 4.0'- WEAR COURSE TO BE 1/2" ABOVE EDGE OF GUTTER r 8" DIA. PVC PROTECTIVE SLEEVE �— CURB STOP PLAN VIEW TYPICAL CURB STOP (NOT TO SCALE) _.._ Pn%ao& PDH II 3 Block Number ReNsions 3 5th Add. City Comment 011SCIN& _PDH II __. Reawd DmRing by/data FM__ CL 20' P/L 14.0' LL 1-1/2" - MnDOT 2360 LVWE35030B WEAR COURSE MnDOT SPEC. 2357 BITUMINOUS TACK COAT 2" - MnDOT 2360 LVNW350306 BASE COURSE 12" - CLASS 5 AGGREGATE BASE, 100% CRUSHED STONE 24" MnDOT 3149.28 SELECT GRANULAR BORROW COMPACTED SUBGRADE TYPICAL PRIVATE STREET SECTION (2W BACK TO BACK) Prepared Prepared for. Chanhassen Residential Development One Corporate Center IIIc Suite 300 7300 Metro Blvd. Edina, Minnesota 55439-2302 Partners, LLC Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 PL 1 10' DRAINAGE & UTILITY EASEMENT PRIVATE UTIUTY�0 0 LINES O� O In m O 9' DRAINTILE U SEE PLAN VIEW FOR SPECIFIC SIDE FOR SIDEWALK SURMOUNTABLE CURB & GUTTER (EXCEPT FOR RIVER ROCK DRIVE SOUTH WHICH SHOULD BE 8618 CURB AND GUTTER) 5' NO Vi SIDEWALK DRAINAGE & UTILITY EASEMENT 2 -ROLLS SOD 2.0% SLOPE 0 a ►G 3' 0 O 0 to 1 \� O � m U SEE PLAN VIEW FOR SPECIFIC SIDE FOR SURMOUNTABLE SIDEWALK CURB & GUTTER CONTRACTOR: BURSCHOLLE CONSTRUCTION RECORD DRAWING 4TH ADDITION CONFORMING TO C0NS7RUC7/ON RECORDS BY _ Jerrod McCarty DA 7E _92/15 13 WESTWOOD PROFESSIONAL SERVICES The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions Chanhassen, Minnesota City Project # 10-xx Latest Revision Date- 06/21/13 20101049CJTF03.dwg Date: 05/26/10 Sheer 16 OF 1$ ConstTUction Details and Typical Sections 8.5'- SIDEWALK BOULEVA D 4.5' I 2.0% SLOPE Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 PL 1 10' DRAINAGE & UTILITY EASEMENT PRIVATE UTIUTY�0 0 LINES O� O In m O 9' DRAINTILE U SEE PLAN VIEW FOR SPECIFIC SIDE FOR SIDEWALK SURMOUNTABLE CURB & GUTTER (EXCEPT FOR RIVER ROCK DRIVE SOUTH WHICH SHOULD BE 8618 CURB AND GUTTER) 5' NO Vi SIDEWALK DRAINAGE & UTILITY EASEMENT 2 -ROLLS SOD 2.0% SLOPE 0 a ►G 3' 0 O 0 to 1 \� O � m U SEE PLAN VIEW FOR SPECIFIC SIDE FOR SURMOUNTABLE SIDEWALK CURB & GUTTER CONTRACTOR: BURSCHOLLE CONSTRUCTION RECORD DRAWING 4TH ADDITION CONFORMING TO C0NS7RUC7/ON RECORDS BY _ Jerrod McCarty DA 7E _92/15 13 WESTWOOD PROFESSIONAL SERVICES The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions Chanhassen, Minnesota City Project # 10-xx Latest Revision Date- 06/21/13 20101049CJTF03.dwg Date: 05/26/10 Sheer 16 OF 1$ ConstTUction Details and Typical Sections 2010 Westwood Professional Services, Inc. 1N i;-�-----'ir g denoting curb box. ��C=9 grate or equal. 45' BEND 90' SEND N Bl Of B Minimum of 2 maximum of 5 o D concrete adjustment rings with Full 6" Conc. collar 5' f v V-5' 2,-1" Precast concrete or orte3' 1 HDPE adjusting rings. 6' Not to Scale 6" precast reinforced concrete slab. o tY 1'-10'1 1'-10' 3'-4" Top of barrel section below top slob E 2'-6' to have flat top edge sealed with (Hen) 2'-0' beads of Romnek or equal. e Varies All pints in manhole to have o 3'-6' 0" ring rubber gaskets. R/W 4. c m in R/W Precast concrete section S-0' C-10" 5' Manhole steps, Neenah R198IJ or 10' 30' equal, 16" o.c., Aluminum steps we 9'-3' approved. 17'-0' 6'-0" Doghouses shall be grouted on both MR Gate valve location e on projection of V8502 property line. R/W R/W All dead ends to be Minimum slab thickness, 6" far 14' extended a minimum of 9" 0.P one pipe length beyond NOTE: gate valve anal closed Water main to be on with plug tied back to north and west side lee. of center line unless hydrants pose conflict Mueller No. H-10357 with proposed sidewalk. No drain holes with oonaele TYPICAL sirudure q constructed outside INTERSECTION IEVt5FII 2 -OB ENGINEERING DEPARTMENT PLATE NO.. 1001 G CL PL VARIABLE FENCE 9, POSTS 6 AF aWYE PL1/8 BEND 6" PVC SOR-26 PIPE MIN. SLOPE 1/4' P2"1/2 PIPE DIAMETER MIN. SE SANITARY SEWER GRAVITY MAIN SANITARY SEWER SERVICE CONNECTION DETAIL SERVICES TO BE USED IN CONJUNCTION WITH LA MAINS FOR DEPTH OF COVER 16 FEET OR LESS. NOTES, 1. SOLVENT WEIR ALL JOINTS. (NON GASKETED) 2. WHEN SANITARY SEWER SERVICE IS NOT ACCOMPANIED BY A WATER SERVICE IN THE SAME TRENCH, INSTALL A 6' HEAVY METAL FENCE POST NEXT TO 2 X 2 MARKER AND PAINT TOP 6" OF POST FLORESCENT GREEN. 3. CLEANOUT REQUIRED ON PRIVATE PROPERTY IF DISTANCE FROM MAIN TO HOUSE EXCEEDS 90 FEET. 4. ALL PIPE SHALL BE BEDDED ON GRANULAR BORROW 314A OR COURSE FILTER AGGREGATE (3149H). TYPICAL SANITARY SEWER SERVICE REWSEEks-09 ENGINEERING DEPARTMENT nA1E ID.. 2001 FILE tw1fE:G - 24"x36" slab opening for Neenah 3067-V Or equal NOTE V Grate shown 2- VB Grates shill be used at all low points. NOTES: 1. Shape of bock of traitress may vary as long as poured against firm undisturbed ea tin. 2. Danertsion C1,C2,C3 should be large enough to make ani 0 equal to or larger than 45% 3. Dimension A1.A2,A3 should be as large as possible without interfering With MJ belts. 4. 0 = 45' Minimum, 5. Peace polyethylene between concrete & p'ry& 6. All bells & fittings shall be restrained with Megalugs thrust restraints or equal B- - See ,ro i;-�-----'ir Neenah R3067 -V casting and denoting curb box. ��C=9 grate or equal. 45' BEND 90' SEND PLAN Bl Of B Minimum of 2 maximum of 5 3" Radius D concrete adjustment rings with Full 6" Conc. collar 3. The copper service line between the moat and curb box beds of mortar. V-5' 2,-1" Precast concrete or 6. Saddles when required shall be Ford style F202 double strap. 7. Stainless PVC Arden Hills, MN 55112 HDPE adjusting rings. 6' • - 6" precast reinforced concrete slab. Va es tY 1'-10'1 1'-10' 3'-4" Top of barrel section below top slob E 2'-6' to have flat top edge sealed with E2 2'-0' beads of Romnek or equal. e Varies All pints in manhole to have 20' 3'-6' 0" ring rubber gaskets. 5'-6' 4'-0' Typ. 8'-4' in 24' Precast concrete section S-0' C-10" 5' Manhole steps, Neenah R198IJ or 5'-0" 30' equal, 16" o.c., Aluminum steps we 9'-3' approved. 17'-0' 6'-0" Doghouses shall be grouted on both provide 12" of adjustment. e the outside and inside - NOTE: V8502 Cgq`a No block structures are all owed. be Used Directly Below Cone Section A Minimum slab thickness, 6" far 14' 9" 0.P depth. Increase thickness 1" for ;ry �(6• each 4' of depth greater than 14, tee section and reinforce with 6x6" 10/10 mesh. Horseshoer felled Mueller No. H-10357 SECTION No drain holes with oonaele CATCH BASIN sirudure q constructed outside Bibby -Ste -Croix B-5001 MANHOLE Tyler No. mater on all WITH SUMP the brewed w da.y a witness w Cate wive box, screw type, DEPARTMENT Pu7E Mo.. 3104 FILEENGINEERING FIE NOTES: 1. Shape of bock of traitress may vary as long as poured against firm undisturbed ea tin. 2. Danertsion C1,C2,C3 should be large enough to make ani 0 equal to or larger than 45% 3. Dimension A1.A2,A3 should be as large as possible without interfering With MJ belts. 4. 0 = 45' Minimum, 5. Peace polyethylene between concrete & p'ry& 6. All bells & fittings shall be restrained with Megalugs thrust restraints or equal B- - See ,ro PLAN 90' BENDS CONCRETE &HAI IN CONTACT W11 THIS QUADRANT OF PIPE PLAN 45" BENDS If - See -•- SECTION A -A PLAN 22 1/2BENDS CONCRETE THRUST BLOCKING REY15Eo: 2-08 ENGINEERING DEPARTMENT PATE No.. RLE NME:G G llta2 1DD2 CL PL VARIES 9' Metal Fence Pest p V � N Bend as Needed Plug9 `(x1,Y1.z1) (x2,Y2,72 w °u Xa.Yo.OZ Min. Sops = 1/4"/Ft. Limits of Excavation 2'x2" Marker 6' PVC SDR -26 wye & service line. y Tamped FIII Tee or Wye and 45' bend I C.Y. Concrete Encasement Sanitary Sewer NOTES: 1. Solvent Weld all Joints. (Non Gasketed) 2. When Sanitary Sewer Service is not Accompanied by a Water Service in the Some Trench, Install 0 6' Heavy Metal Fence Post Next to 2 x 2 Marker and Paint Top 6" of Post Florescent Green. 3. The Use of Bends Shall be Restricted to the Two Shown on This Detail. 4. Cleanout Required on Private Property if Distance ham Main to House Exceeds 90 Feet. 5. (Xx,Y ,Zz)Coordfnates of service line at any & all bends at ROW (in Carver County Coordinates). SANITARY SERVICE RISER ® (GREATER THAN 16' DEEP) n 2-oB ENGINEERING DEPARTMENT puTE N0" 2002 AFe Q c 6" C 24'x36• slab opening far Neenah I, R3067 -V or, equal hQtIL 11- V Grate shown 2- VB Grates shall be used at dl low points. Neenah R3067 -V coating and grate or equal. PLAN Minimum of 2 maximum of 5-2' on<. collar concrete adjustment rings with full bode Of mortar. West 4ongrete or E adjusting ring, `D ° 6' precast reinforced concrete slob. Top of Darrel section under top slab to have fiat top edge sealed with E 2 beads of Ramnek ar equal. O All pints in manhole to hove Vorbs W ring rubber gaskets. 4'-0 T}p. Preeost Generate section He NOTES: 5• 1. Doghouses shall be grouted on both the outside and Inside. 2. No block structures me allowed. Manhole steps, Neenah R198IJ or equal, 16" o.c., Aluminum steps w approved. 6" Minimum slab thickness, 8' for 14' _ depth. Increase thickness 1" far eaGh 4' of depth greater than 14', and reinforce with 6•x6. 10/10 mesh. Grout bottom of manhole to t/2 SECTION diameterof pipe and dope grout 2'Y toward invert. TYPICAL 4' DIAMETER CATCH BASIN MANHOLE e2-10 ENGINEERING DEPARTMENT RATE Mo.. 3102 ME: @ 02 a w o 6 Q ti O � m B 0 a w o O q < z in o x � - 'NIA .L n m g ¢ O p « 08 a Fr 3 U r Fmk rel f w �m O J3 3 a 8 ; W"< (V Q p_ <w,3 O o O .o W J3 q m u oaf in U a <k Q '%tlA .S'L Oar aj E j3oar x m JSer V) 0 yu `,Z 7 -JOJE I i�3,�292<N3 M =-.84 S ZSNN V3 N 2 d Zr i z9 wPi r. 0 W QM,,S <PF g is W a UOizallo N u r-dr�] ,rSno: orc(�yF�VOr Fgocii ci"ry22� a<: �"--Ia F.roo o� OCz rrO�X���'x50.6 i OR.aFi<m3<i�44� H.0 2 �0.�NgS�bI i�a-oiri lois FFyy a 3°u 0.8 OUR TYPICAL HYDRANT INSTALLATION REttsED:}08 ENGINEERING DEPARTMENT PIA1E NO.. 1004 FILE HWOQ 1004 Manhole Costing and Adjusting Ring (See Plate 2110) Provide led Sorrier on all sanitary sewer manhole(see plate 2109) Manhole steps shall be Neenah R -1981J, 16" on center. Steps Sholl be on Downstream Side Unless Pipe Diameter is 18" or Larger All 'pints in manhole to hove "O"ring rubber gaskets. Infi-shield external sees as required by the Engineer. A Maximum of 2 Short Manhole 4'-0" Risers to be Used Directly Below Cone Sanction Pipe she be cut Out push 5, with inside loco of wall. �Kor-n-seal required. I `ct ' • :':) �- Precast Inverts Must be 1/2 of Pipe Diameter and Benches % SECTION VIEW Sloped 2" Toward the Invert Minimum thickness of precast base is S. for 14' deep or less, and increases 1' In thickness fa every 4' of depth greater than 14'. 1OTE . Kor-n-seal manhole or equal considered acceptable alternate. 2. All dog houses shall be grouted on inside and outside. 3. When the manhole Or catch basin structure Is constructed outside the traveled roadway a witness post and sign (MH) shall be Installed next to the manhde. STANDARD MANHOLE REVISED: 4-09 ENGINEERING DEPARTMENT PLATE No.: 2101 FILE NNE Q BIT. WEAR I&I BARRIER �`-2" BIT BASE SEE DEATAIL 2109 HDPE OR PRECAST CONCRETE ADJUSTING RINGS RINGS SHALL BE SET ON ABS SEALANT OR APPROVED EQUAL 6" THICK CONCRETE 27" COLLAR NOTE: 2 -PIECE COVER RISER RINGS ARE NOT ALLOWED. BIT. WEAR COURSE ADJ. DETAIL CASTING SHALL BE NEENAHYY R-1642 OR MCI/ 309 AND SHALL INCLUbE SELF SEALING r VARIES TYPE LIDS STAMPED SANITARY SEWER OR L STORM SEWER AS APPROPRIATE WITH TWO CONCEALED PICK HOLES �- BIT BASE OR BINDER MIN. (2-2-) ADJ. RINGS AND .e MAX. (3-4 ) ADJ. RINGS - HDPE OR (1-2" RING WITH PRECAST CONCRETE MORTOR = 0.2') ADJUSTING RINGS I&I BARRIER P7^ 6' THICK CONCRETE SEE DEATAIL 2109 COLLAR BIT. BASE OR BINDER COURSE ADJ. DETAIL NOTES 1. PRECAST CONCRETE ADJUSTING RINGS SHALL BE BEDDED WITH 1/4" TO 1/2 - MORTAR, 2. HDPE ADJUSTING RINGS SHALL BE BEDDED WTH SEALANT MANUFACTURED BY LADTECH INC. OR APPROVED EQUAL. 3. ALL ADJUSTS SHALL INCLUDE NEW RINGS FROM CASTING TO CONE. 0 aff If MANHOLE CASTING AND 1�00� ADJUSTING DETAIL fOOMM 2-11 ENGINEERING ttENGINEERING DEPARTMENT PUTS NO.: 2110 Call 48 Hours before BUTTRESS DIMENSIONS 651-454-0002 denoting curb box. PIPE 22 1/2' BEND 45' BEND 90' SEND SZE Bl Of B D B D I hereby certify that this plan was prepared by me m under my 2. Add 6' crimped pigtail to curb stop. 3. The copper service line between the moat and curb box V-5" V-5' 2,-1" l'-8" 6. Saddles when required shall be Ford style F202 double strap. 7. Stainless PVC Arden Hills, MN 55112 off IF 2'-t" V-6" 2'-8" 2'-0" tY 1'-10'1 1'-10' 3'-4" 2'-0° a-9" 2'-6' 16' 3'-0" 2'-0' 3'-10' 3'-0' 6'-2' 06/21/13 Block Number Rerfsiom, 20' 3'-6' 2'-B' 5'-6' 3'-e 8'-4' 4'-0' 24' 4'-4' S-0' C-10" V-10 9'-8' 5'-0" 30' grade. Box to be set to 9'-3' 6'-0" 17'-0' 6'-0" PLAN 90' BENDS CONCRETE &HAI IN CONTACT W11 THIS QUADRANT OF PIPE PLAN 45" BENDS If - See -•- SECTION A -A PLAN 22 1/2BENDS CONCRETE THRUST BLOCKING REY15Eo: 2-08 ENGINEERING DEPARTMENT PATE No.. RLE NME:G G llta2 1DD2 CL PL VARIES 9' Metal Fence Pest p V � N Bend as Needed Plug9 `(x1,Y1.z1) (x2,Y2,72 w °u Xa.Yo.OZ Min. Sops = 1/4"/Ft. Limits of Excavation 2'x2" Marker 6' PVC SDR -26 wye & service line. y Tamped FIII Tee or Wye and 45' bend I C.Y. Concrete Encasement Sanitary Sewer NOTES: 1. Solvent Weld all Joints. (Non Gasketed) 2. When Sanitary Sewer Service is not Accompanied by a Water Service in the Some Trench, Install 0 6' Heavy Metal Fence Post Next to 2 x 2 Marker and Paint Top 6" of Post Florescent Green. 3. The Use of Bends Shall be Restricted to the Two Shown on This Detail. 4. Cleanout Required on Private Property if Distance ham Main to House Exceeds 90 Feet. 5. (Xx,Y ,Zz)Coordfnates of service line at any & all bends at ROW (in Carver County Coordinates). SANITARY SERVICE RISER ® (GREATER THAN 16' DEEP) n 2-oB ENGINEERING DEPARTMENT puTE N0" 2002 AFe Q c 6" C 24'x36• slab opening far Neenah I, R3067 -V or, equal hQtIL 11- V Grate shown 2- VB Grates shall be used at dl low points. Neenah R3067 -V coating and grate or equal. PLAN Minimum of 2 maximum of 5-2' on<. collar concrete adjustment rings with full bode Of mortar. West 4ongrete or E adjusting ring, `D ° 6' precast reinforced concrete slob. Top of Darrel section under top slab to have fiat top edge sealed with E 2 beads of Ramnek ar equal. O All pints in manhole to hove Vorbs W ring rubber gaskets. 4'-0 T}p. Preeost Generate section He NOTES: 5• 1. Doghouses shall be grouted on both the outside and Inside. 2. No block structures me allowed. Manhole steps, Neenah R198IJ or equal, 16" o.c., Aluminum steps w approved. 6" Minimum slab thickness, 8' for 14' _ depth. Increase thickness 1" far eaGh 4' of depth greater than 14', and reinforce with 6•x6. 10/10 mesh. Grout bottom of manhole to t/2 SECTION diameterof pipe and dope grout 2'Y toward invert. TYPICAL 4' DIAMETER CATCH BASIN MANHOLE e2-10 ENGINEERING DEPARTMENT RATE Mo.. 3102 ME: @ 02 a w o 6 Q ti O � m B 0 a w o O q < z in o x � - 'NIA .L n m g ¢ O p « 08 a Fr 3 U r Fmk rel f w �m O J3 3 a 8 ; W"< (V Q p_ <w,3 O o O .o W J3 q m u oaf in U a <k Q '%tlA .S'L Oar aj E j3oar x m JSer V) 0 yu `,Z 7 -JOJE I i�3,�292<N3 M =-.84 S ZSNN V3 N 2 d Zr i z9 wPi r. 0 W QM,,S <PF g is W a UOizallo N u r-dr�] ,rSno: orc(�yF�VOr Fgocii ci"ry22� a<: �"--Ia F.roo o� OCz rrO�X���'x50.6 i OR.aFi<m3<i�44� H.0 2 �0.�NgS�bI i�a-oiri lois FFyy a 3°u 0.8 OUR TYPICAL HYDRANT INSTALLATION REttsED:}08 ENGINEERING DEPARTMENT PIA1E NO.. 1004 FILE HWOQ 1004 Manhole Costing and Adjusting Ring (See Plate 2110) Provide led Sorrier on all sanitary sewer manhole(see plate 2109) Manhole steps shall be Neenah R -1981J, 16" on center. Steps Sholl be on Downstream Side Unless Pipe Diameter is 18" or Larger All 'pints in manhole to hove "O"ring rubber gaskets. Infi-shield external sees as required by the Engineer. A Maximum of 2 Short Manhole 4'-0" Risers to be Used Directly Below Cone Sanction Pipe she be cut Out push 5, with inside loco of wall. �Kor-n-seal required. I `ct ' • :':) �- Precast Inverts Must be 1/2 of Pipe Diameter and Benches % SECTION VIEW Sloped 2" Toward the Invert Minimum thickness of precast base is S. for 14' deep or less, and increases 1' In thickness fa every 4' of depth greater than 14'. 1OTE . Kor-n-seal manhole or equal considered acceptable alternate. 2. All dog houses shall be grouted on inside and outside. 3. When the manhole Or catch basin structure Is constructed outside the traveled roadway a witness post and sign (MH) shall be Installed next to the manhde. STANDARD MANHOLE REVISED: 4-09 ENGINEERING DEPARTMENT PLATE No.: 2101 FILE NNE Q BIT. WEAR I&I BARRIER �`-2" BIT BASE SEE DEATAIL 2109 HDPE OR PRECAST CONCRETE ADJUSTING RINGS RINGS SHALL BE SET ON ABS SEALANT OR APPROVED EQUAL 6" THICK CONCRETE 27" COLLAR NOTE: 2 -PIECE COVER RISER RINGS ARE NOT ALLOWED. BIT. WEAR COURSE ADJ. DETAIL CASTING SHALL BE NEENAHYY R-1642 OR MCI/ 309 AND SHALL INCLUbE SELF SEALING r VARIES TYPE LIDS STAMPED SANITARY SEWER OR L STORM SEWER AS APPROPRIATE WITH TWO CONCEALED PICK HOLES �- BIT BASE OR BINDER MIN. (2-2-) ADJ. RINGS AND .e MAX. (3-4 ) ADJ. RINGS - HDPE OR (1-2" RING WITH PRECAST CONCRETE MORTOR = 0.2') ADJUSTING RINGS I&I BARRIER P7^ 6' THICK CONCRETE SEE DEATAIL 2109 COLLAR BIT. BASE OR BINDER COURSE ADJ. DETAIL NOTES 1. PRECAST CONCRETE ADJUSTING RINGS SHALL BE BEDDED WITH 1/4" TO 1/2 - MORTAR, 2. HDPE ADJUSTING RINGS SHALL BE BEDDED WTH SEALANT MANUFACTURED BY LADTECH INC. OR APPROVED EQUAL. 3. ALL ADJUSTS SHALL INCLUDE NEW RINGS FROM CASTING TO CONE. 0 aff If MANHOLE CASTING AND 1�00� ADJUSTING DETAIL fOOMM 2-11 ENGINEERING ttENGINEERING DEPARTMENT PUTS NO.: 2110 Call 48 Hours before digging: Twin City Area 651-454-0002 denoting curb box. GOPHER STATE ONE CALL Mn. Toll Free 1-800-252-1166 standpipe and eta ionory rod i Provide I&I Barrier an all sanitary ;n Water Service fCorporation Cack," Type 'K' CopperConcrete Block Support '(W.*tXatr Mean Westwood Professional Services, Inc I hereby certify that this plan was prepared by me m under my 2. Add 6' crimped pigtail to curb stop. 3. The copper service line between the moat and curb box 1212 Red Fox Rd, 4. Corporation cock to be 1" x 1" inside diameter. direct supervidm on and that I aa duly licensed PROFESSIONAL and all mains 12' w larger. 6. Saddles when required shall be Ford style F202 double strap. 7. Stainless PVC Arden Hills, MN 55112 off IF F.NGIIN R under the laws of the State of hCrunesma. 07/14/10 City Review Comments W PHONE 651-288-0600 SERVICE Rfl•EED: 2-1, 01/30/12 City Review Comments 02/15/13 4th Add. Record Drags FU G a 005 FAX 651-288-0659 that offset verficd patian `� / ��✓ 03/15/13 5th Addition The Surface Is Greater Than 8'. TOLL FREE 14888-937-5150 of cane M foci., downalremn. Fronde D. Hagen U, PJL 06/21/13 Block Number Rerfsiom, TOP 0612VO ]9716 V%Stvdood www.westwoodps.com t,rutrber Data Lipere Nor 6860 It. Street PL Variable 6' Metal fence post denoting curb box. Top 6" painted blue. Curb box with 1 1 J4" standpipe and eta ionory rod i Provide I&I Barrier an all sanitary ;n Water Service fCorporation Cack," Type 'K' CopperConcrete Block Support '(W.*tXatr Mean NOTES 1. Do not plug end of curb stop. 2. Add 6' crimped pigtail to curb stop. 3. The copper service line between the moat and curb box shall be one continous piece of piping, spikes will not be permitted 4. Corporation cock to be 1" x 1" inside diameter. 5. Saddles required on 6" DIP or smeller mains and all mains and all mains 12' w larger. 6. Saddles when required shall be Ford style F202 double strap. 7. Stainless PVC steel saddles required on oil watarmain. off IF TYPICAL Cut bell from DWj' WATER A" SERVICE Rfl•EED: 2-1, ENGINEERING DEPARTMENT PLATE ND` 1 005 FU G a 005 u i PLAN SECTION HORSESHOE DETAILS Par wrap ductile5. Precast invert sh.W4 be 1/2 Do. of pipe and benches eloped r27... 2' toward invert. S. Precast Inwrl is required. 79• 7. Haizmshelf tol ductse I s a los pay Preeust W-1/4 bend wrapped. ped. with beer secl'an Ynlmum thickness of p,..at base 6' far 14' deep iv leas, and SECTION VIEW Ill i' in thickness lar every 4' of depth greater than 14' deep. SANITARY SEWER OUTSIDE DROP MANHOLE REVISEtr. 2 -OB ENGINEERING DEPARTMENT PRATE N0" 2103 FLE G BLOCK (TY Note: CONOIICTWIY STRAPS TO BE PLACED MOUND MEGALUG BOLTS AND WELDED TO WATER MAIN. HYDRANT LEADS 14 L CROSSES IDENOTES MEGALUG BELS_ BDff6: 1. LEG A LUGS TO BE USED AT ALL MECHANICAL JOINTS 2. CONCRETE .OtsDGA ER ALL TE VALVES AND CONCRETE &Gx AND CIS. 3. THRUST BLOCKING AT ALL TEES, BENDS. AND AT CERTAIN HYDRANTS. 4. ALL FITTINGS• NUTS, AND BOLTS SHALL BE SPRAYED USING A BITUMINOUS COAL TM COAT SUPPLED BY 111E MANUFACTURER. SLEEVES 5. BLOCKING AGAINST UNDISTURBED SOILS. affity TYPICAL 0 MEGALUG LOCATION NE18@D-09 ENGINEERING DEPARTMENT pu>E NO" 1009 FXE NIwEa ,eros DROP LID Monnale Coating and Adjusting MANHOLE RING SEAL AS MANUFACTURED BY 'STRIKE PRODUCTS" 7.5' Minimum cover required Ring (See Plate 2110) Tyler No. 6860 Provide I&I Barrier an all sanitary over top of water main. NOTES: sewer manhde (see plate 2109) No. H-10361 detcH pate 2201. Manhole t.e., Neenah RIMIJ Bibby -Ste -Croix No. B-5160 - Least 50% of the Outside Diameter. a .,Ox, 16 on center. PIPE BEDDING Tc Within 6. Of The Surface Aluminum steps approved. Cut bell from DWj' ENGINEERING DEPARTMENT A" ru Manhole steps shall be paced ton wbh stainless The top Nut Of The Valve To that offset verficd patian steel twain sleeve The Surface Is Greater Than 8'. of cane M foci., downalremn. or opmo ed ague TOP ? I pints In monhote to have "0"rng t,rutrber Tyler No. 6860 26" gaskets. Ins-sh Nld sxtemd grade. Box to be set to Mueller No. sods as rewlred by the Engkteer. VRrlea provide 12" of adjustment. A Max. of 2 Short Manhole Rises to 12 -18' V8502 27' be Used Directly Below Cone Section 20'S' 9" 0.P NQ Tyler No. 6860 tee section i. Kor-n-sed manhole or approved equal. Horseshoer felled Mueller No. H-10357 2. when the manhole Or catch bean EXTENSION with oonaele sirudure q constructed outside Bibby -Ste -Croix B-5001 Tyler No. mater on all 14" the brewed w da.y a witness w Cate wive box, screw type, sides (see deta9 59 post and sign shall be installea 3 piece, 5 1!4" shalt, size No. next to the manhde. 24" 1/2 0b of pipe 1 Pipe shall be cut flush with 58 14" /6 round base insid- face of wall, No. 59 20' 11�.' a. All dog houses shall be grouted Bibby -Ste -Croix VB520 No. 57 9' on the Instills and outside. Par wrap ductile5. Precast invert sh.W4 be 1/2 Do. of pipe and benches eloped r27... 2' toward invert. S. Precast Inwrl is required. 79• 7. Haizmshelf tol ductse I s a los pay Preeust W-1/4 bend wrapped. ped. with beer secl'an Ynlmum thickness of p,..at base 6' far 14' deep iv leas, and SECTION VIEW Ill i' in thickness lar every 4' of depth greater than 14' deep. SANITARY SEWER OUTSIDE DROP MANHOLE REVISEtr. 2 -OB ENGINEERING DEPARTMENT PRATE N0" 2103 FLE G BLOCK (TY Note: CONOIICTWIY STRAPS TO BE PLACED MOUND MEGALUG BOLTS AND WELDED TO WATER MAIN. HYDRANT LEADS 14 L CROSSES IDENOTES MEGALUG BELS_ BDff6: 1. LEG A LUGS TO BE USED AT ALL MECHANICAL JOINTS 2. CONCRETE .OtsDGA ER ALL TE VALVES AND CONCRETE &Gx AND CIS. 3. THRUST BLOCKING AT ALL TEES, BENDS. AND AT CERTAIN HYDRANTS. 4. ALL FITTINGS• NUTS, AND BOLTS SHALL BE SPRAYED USING A BITUMINOUS COAL TM COAT SUPPLED BY 111E MANUFACTURER. SLEEVES 5. BLOCKING AGAINST UNDISTURBED SOILS. affity TYPICAL 0 MEGALUG LOCATION NE18@D-09 ENGINEERING DEPARTMENT pu>E NO" 1009 FXE NIwEa ,eros n 18"X18'X8" Concrete Block WIN TYPICAL GATE VALVE 111as1�1i11 AND BOX INSTALLATION Rw>sEus c tooB ENGINEERING DEPARTMENT RA¢ NQ. 1006 FRAME AND COVER "1/1 BARRIER" INNER j°1- DROP LID 95% of the StoMard MANHOLE RING SEAL AS MANUFACTURED BY 'STRIKE PRODUCTS" 7.5' Minimum cover required WATER Tyler No. 6860 Shaped over top of water main. NOTES: Mueller No. H-10361 detcH pate 2201. Z. A soils engirreer will be required to determine the depth of the pipe Bibby -Ste -Croix No. B-5160 Provide Valve Stem Risers Least 50% of the Outside Diameter. Yll PIPE BEDDING Tc Within 6. Of The Surface RCP & DIP REYSLv,-10 ENGINEERING DEPARTMENT If The Distance From ru The top Nut Of The Valve To The Surface Is Greater Than 8'. Grade TOP Adjust top to 3/4" below Tyler No. 6860 26" grade. Box to be set to Mueller No. H-10361 26" provide 12" of adjustment. Bibby -Ste -Croix No, V8502 27' Tyler No. 6860 Mueller No. H-10357 EXTENSION Bibby -Ste -Croix B-5001 Tyler No. 58 14" Cate wive box, screw type, No. 59 18" 3 piece, 5 1!4" shalt, size No. 60 24" G box, 7'-6 extended, Mueller No. 58 14" /6 round base No. 59 20' Bibby -Ste -Croix VB520 No. 57 9' Gate Valve Adapter: 1/4' VB521 No. 58 14' Steel With Protective VB522 No. 59 20" Coating, 1/2" Rubber VB523 No. 60 26' Gasket Installed Between The Gate Volve And Got. Valve Adopter. BOTTOM Tyler No. 6860 65' Muller No. H-10361 65' Mueller or American Bibby -Ste -Croix No. V8516 60" Flow Control 60' ReslHont Wedge Valve Conforming to AWWA Valve and Box to be C-515-80 Standards plastic wrapped par With All Stainless BAa section 2.030. Steel Nuts &Bolts. n 18"X18'X8" Concrete Block WIN TYPICAL GATE VALVE 111as1�1i11 AND BOX INSTALLATION Rw>sEus c tooB ENGINEERING DEPARTMENT RA¢ NQ. 1006 FRAME AND COVER "1/1 BARRIER" INNER j°1- Material, Comppaocted to 95% of the StoMard MANHOLE RING SEAL AS MANUFACTURED BY 'STRIKE PRODUCTS" il� HDPE OR PRECAST CONCRETE ADJUSTING RINGS I' OR APPROVED EQUAL Shaped PRECAST, BLOCK, OR 27' BRICK MANHOLE CONE CORBEL NOTES: MASTIC SEAL BETWEEN FRAME AND STRUCTURE a 48 INFMELD EXTERNAL SEALS AT BARREL AND CONE SECTION JOINTS ON SANITARY APPLICATIONS OR APPROVED EQUAL AS REQUIRED BY THE ENGINEER. NOTES 1. TRIM TOP OF SEAL TO 1" ABOVE TOP OF RINGS. CASTING SHOULD NQJ REST ON SEAL. 2. PLACE "MASTIC' ON TOP OF CONF- SECTION AND BENEATH SEAL 3. NOT TO BE USED WHEN THERE ARE MORE THAN 5 RINGS OR NO RINGS. 4. CONTRACTOR SHALL INSTALL THE SEALS, THEN CONTACT THE CITY UTILITY SUPERINTENDENT FOR INSPECTION AT (952) 227-1300. &I BARRIER REVISEn:1-10 ENGINEERING DEPARTMENT Pu1E rD. FTE NrE Q 2109 NOTE: ,- V Grate Shawn 2- VB Grote Shown shall De used of all low points. 0 /T rl Face of Curb Direction of Flow PLAN Catchbasin casting and grate Neenah R3067 -V or equal Grate to be 2' below 3" radius curb box. gutter grade. 5' transition curb on each side of calchbosin. Precast concrete or HDPE adjusting rings. Top of Curb Varies Minimum of 2-2'. 6 1/2" maximum of 5-2"Varies concrete adpsment 24" x 36" rings allowed with 1/4' Precast 5' 3' minimum to 1/2" bed of mortar between each and a 6' thick concrete talar 3° Grout on the outside. 6"Min. base Doghouses shall be grouted an both the SECTION meld. and outside. NOTES: I- Shalt provided bosin manholes and storm sewer manholes. Steps s t be p oar y e c all Intch / 2. Casting to be totally encased in concrete curb section. S. No block structures are allowed. 4. No wood shims ore permitted in the adjusting rings. WIN STORM SEWER CATCH BASIN 2' X 3' RECTANGULAR 0 �� REY7,@2-lo FTAIE NO.: NWEQ a, ENGINEERING DEPARTMENT 3101 FINAL GRADE FRENCH MINIMUM XD STYROFOAM 3ULATION NOTE, PIPE SHALL BE CENTERED UNDER INSULATION UNLESS OTHERWISE SPECIFIED. INSULATION $HALL OVERLAP AT SEAMS BY MIN. 12". COVER OVER PIPE - o WIDTH OF INSULATING BOARD - b 5' 5' 6' 3' INSULATION DETAIL 'I-10 ENGINEERING DEPARTMENT Pure NO, 2205 ME:G 0 Compacted Normal Fill Material, Comppaocted to 95% of the StoMard Procter Carnally il� IIII� � 1 Varies _ II-� > I' TI n -iTl n l -r r l-rTr-rTr Shaped Natural Gerund to pipe NOTES: 1. When existing sal conditions are not doceplobe for backfill and/or compaction In the pipe zone, pipe bedding and backfill shall be used as shown on detcH pate 2201. Z. A soils engirreer will be required to determine the depth of the pipe foundation embedment material if needed,Pipe foundation material shall be occordonce with MNDOT 3149.2H course filter aggregate. 3. The Bottom of the Trench Shall be Shaped to Fit the Pipe Borrel for at Least 50% of the Outside Diameter. Yll PIPE BEDDING IN GOOD SOILS RCP & DIP REYSLv,-10 ENGINEERING DEPARTMENT ' ND.: 2202 ru ,Compacb Backfill - + + +++ + + + + + . . ++. + 72" + . ♦ ♦ ♦ ♦ + +++ + + + + +♦ + ++++++ +++ + Embedment+ ++a+a+ Material+++ ++aa+a Q -N :+++ 6. . Foundation - / / / / / / / / It Required (see Nate 1) "Bc" Denotes outside diameter of pipe NOTES 1. A sods Engineer with be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation motorial shall be in accordance with MNDOT 3149.21-1 course filter aggregate. 2. P.V.C. beddingsholl be MNOOT 314928 select ranular borrow w' 1 9 o with OOX passing a 3/4" sieve, orzd less than 10% passing a NO. 200 sieve. off 9 PIPE BEDDING FOR P.V.C. PIPE REWSIM), 2-10 RATE NO.: ENGINEERING DEPARTMENT 2203 City Project # 10-xx Prepared for. FM 11 Chanhassen Residential Development Partners, LLC Dn wzt circ_ One Corporate Center III, Suite 300 remea Dm,.f_y/ars JFM 73M Metro Blvd. Edina, Minnesota 55439-2302 Use MNDOT 3149.2A - Granular Borrow I VARIE Use MNDOT 3149.2H Course Fluter Agg. (P'qe Foundation Material If Requved) The bottom of the trench shall be I= to fit the pipe barrel for at least 50R of the outside diameter Pipe DID. x 0.5 Min. "Dia" Denotes outside diameter of pipe NOTES: 1. When existing soil conditions are not acceptable for backfill and/or conpoctlon in the pipe zone, pipe bedding and backfill shall be used as shown above. 2. A sods engineer will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material shall be accordance with MNDOT 3149.2H course filter Aggregate. PIPE BEDDING L®�e IN POOR SOILS RE14sta:1 ,o ENGINEERING DEPARTMENT No.. 2201 FILE NAME, 0 w o NQ 1" CORPORATION STOPm z Of z c0 AFTER MEETING TEST REQUIREMENTS THE AIR BLEED LINE SHALL BE DISCONNECTED AT THE PLUG WITH NO ADDITIONAL COMPENSATION. AIR BLEED DETAIL HsWlsTnz-oe ENGINEERING DEPARTMENT PLATE ND.. 1003 CONTRACTOR: BURSCHWLLE CONSTRUCPION RECORD DR4 W/NG 4TH ADDMONI CONFORM/NG TO CONSTRUC77ON RECC DS BY Jerrod McCarty DA TE 02/15 3 WESTWOOD PROFES810MAL SERVICES MINIMUM 6' OF - COMPACTED SAND ONE PIPE TRMSr1 TO SPEOWIEDJ DEPTH (TYPICAL). INSTALL Vt: BENDS WITH LEGA UNITSREQU AS REQUIRED. WATERMAIN UNDER STORM SEWER SEWER Y sryf EDAM INSULATION I NSIU A11CN AND COMPACTED SMD SHAW. EXTEND 12' PAST OUTSIDE OF RPE NSUTATiDN SHALL OVER I -AP AT JOINTS BY MIN. OF 12" aff or WATERMAIN/STORM SEWER 1�118eome CROSSING .z toHo.. ENGINEERING DEPARTMENT PUTE 2204 FSG s 20101049DTF01.dwg The Preserve Date: 05/26/10 sheet: 17 OF 18 at Bluff Creek 3rd, 4th, 5th & 6th Additions Chanhassen, Minnesota Construction Detans c 2010 Westwood Professional Services, Inc. Mfg RIP RAP DETAIL REVISED, 2-10 PUTS No - ENGINEERING DEPARTMENT 3107 FILE 1 5 -.mountable Curb AD Gutter to be transitioned f into a 8618 type at catchbosin. PLAN -7 RIPRAP REQUIREMENTS NTS GRANULAR PIPE DIA. RIPRAP REQUIRED FILTER REQUIRED 12" TO 24' 8 to 12 CY CL.3 UNDER RIP RAP AND 2 27" TO 33" 14 to 20 CY CL3 LAYERS OF 5DOX MIRAFI 36' TO 48" 23 to 38 CY CL.3 FABRIC OR EQUAL 54' AND UP 62 CY and up CL.4 $ Curb 2' W (One cubic yard is approximately 2,800 lbs.) 6' 3" 4' 0' MN. 6- Y IF 7 ELEVATION OF RAMP a e la s' (D 1/2 INCH PREFORMED JOINT FUER MATERIAL AASHTO M 213. -- 2' RIPRAP CD r TO 8' IS THE REQUIRED OFFSET OF THE TRUNCATED DOME MEA FROM THE FRONT FACE OF N Rebars Each way Frame k Costing SECTION A -A Granules Filter (MNOOT 3601.28) MIN SECTION A -A Geotee0le Filter Type RI CONSTRUCTION NTS AT CATCH BASIN REVISED: t 10 1 RIPRAP N PtATe MD_ 3106 FIE WiIEG Granular Filter (MNDOT 3601.28) SEDIMENT TRAP SECTION B -B Geotextge Filter Type 111 SPECIFIC4WIVS AND SGIAGWDS DESIGN IQ'103 NTS Assmr .TIwA Salm F.Wm No. Mfg RIP RAP DETAIL REVISED, 2-10 PUTS No - ENGINEERING DEPARTMENT 3107 FILE 1 5 -.mountable Curb AD Gutter to be transitioned f into a 8618 type at catchbosin. A•� � nxYllw LAIwIW -7 CotchboguL Fr m¢ N Grate ,ry Catchb R-30 7-V t Ve Grate. 0oo0ooao 4 oa000a000 e 6 a A �' g A«J 000000 Catcfibasin to b OTressed 2' sF babes deBig�n�� gg��+€far Ina grade. 5 Neenah R-3Or7-VB be A shall used F lot all low points, alle6 A GUTTER 3'-4" 1 W or guy� Curt &n Gut to Concrete 2- fit-60"Long Roberts Each way ISOMETRIC Naca We 2, 2 & 5' Min. Transition 5' Mut. Transition AT e b TOP Of fy $ Curb 2' W ... . 2 6' 6' 3" 4' 0' MN. 6- Y IF 7 ELEVATION OF RAMP a e la s' (D 1/2 INCH PREFORMED JOINT FUER MATERIAL AASHTO M 213. ® WHEN A MEDIAN IS NOT WDE ENOUGH FOR TWO PEDESTRIAN RAMPS AND A 48" LAN NG BETWEEN THEM, THE PEDESRBAN CROSSING SHALL BE CUT THROUGH THE MEDIAN AT STREET LEMT_L. CD r TO 8' IS THE REQUIRED OFFSET OF THE TRUNCATED DOME MEA FROM THE FRONT FACE OF Design gutter line grade 2-'4-60' LONG Rebars Each way Frame k Costing SECTION A -A No Sccle MIN CURB TRUNCATED DOME AREA SHALL BE NEENAH DETECTABLE WARNING RATE R4984 THAT WETS THE CONSTRUCTION Ing AT CATCH BASIN REVISED: t 10 ENGINEERING DEPARTMENT PtATe MD_ 3106 FIE WiIEG Pure MD.' 5215 SEDIMENT TRAP MANUFACTURED BY WIMCOLLC.SHACOPEE, MN., ESS BROS., CORCORAN, MN. OR EQUAL SPECIFIC4WIVS AND SGIAGWDS DESIGN IQ'103 ,yqt •, •.• a ar rmAWIN EL'aY.Wu .LDe1lr. whea Lma ALA Assmr .TIwA Salm F.Wm No. AN ora Yo,W W WAIFe RnrF MANE mIMVLN TWO: m nuns) 0.202 as • r HELP WYKEW MEimA' MNE S.M a5 • le" MN MODEL#CG23 06WTOR RATE OKWLOW I - CENTER OF FIRER A55EMY OWWOW 2 - 70P OF CWS BOX f0" FIRF A52MAY CTJP8 W -2J iMfXF-FLOE' NICU -FLOW FABRIC NOTES: 1, CLEAN FILTER MEDIA AFTER EACH RAIN EVENT AND REPLACE IF FILTER IS CLOGGED WITH SEDIMENT. 2. REMOVE DEBRIS/SEDIMENT FROM RECEPTACLE AFTER EACH RAIN EVENT. WIN CATCH BASIN 11ddp1 SEDIMENT TRAP REWSM 1-10 ENGINEERING DEPARTMENT ' No.. 5302A FIE NAME G 0 Cs Westwood Professional Services, Inc 1212 Red Fox Rd. Arden Hills, MN 55112 PHONE 651-288-0600 FAX 651-288-0659 TOLL FREE 1409-937-5150 INIVOstvillood www.westwoodps.com See City Plate No. 3107 for pHop placement. Use 2 tie bat fasteners per pint. Install at 60' hom top ON, bottom of pipe. ISOMETRIC NTS NOTES; 1. All Reinforced Concrete Aprons shall be furnished dr installed without Trash Guards. 2. All new Reinforced Concrete Aprons on new pipe shall be tied Dock 3 pipe lengths back from apron. 3. All new Reinforced Concrete Aprons on existing pipe shill be tied to lha first pipe adjacent to the apron. FLARED END SECTION REVISED: 2-10 ENGINEERING DEPARTMENT HD_ Hili G 31 O8 FEEwill FLARE TO WATCH i - BASE DIAMETER A� N. 5011-6011t OF MAOF WALK A•� � nxYllw LAIwIW -7 BAC i0F CURB \i DOME SECTION 0oo0ooao 4 oa000a000 e 6 a le s'(1rT+.1 FRONT NAGE L W 0 e ° lY CIxRB � 5 -2 1 -�-� 4 �� � / 00000 A«J 000000 PLAN VIEW OF DIAGONAL RAMP 'S/16tTyP.' s/e'MR. �M" DOME SPACING alle6 A GUTTER 3'-4" 1 W or € ••.•. L: '. Abo n./P. TAX. I'2J Is 06 FT./FT. OR FLATTER© er MnDOT 8618 1 SECTION A -A r@r 3 i 0.08 G /FT%OPE OF CLIMBED SIDE, OF EUS aTIWS DO NOT PERMIT, MAY 5 A• USE 0.10 FT. /i f. 0.08 FL/Ff.SLOPE ) 0. 8 5' ... . 2 6' 6' 3" 4' 0' MN. 6- Y IF 7 ELEVATION OF RAMP a e la s' (D 1/2 INCH PREFORMED JOINT FUER MATERIAL AASHTO M 213. ® WHEN A MEDIAN IS NOT WDE ENOUGH FOR TWO PEDESTRIAN RAMPS AND A 48" LAN NG BETWEEN THEM, THE PEDESRBAN CROSSING SHALL BE CUT THROUGH THE MEDIAN AT STREET LEMT_L. CD r TO 8' IS THE REQUIRED OFFSET OF THE TRUNCATED DOME MEA FROM THE FRONT FACE OF CURB. (}} ADA REQUIRED TRUNCATED DOME AREA SHALL BE 2' D' MIN. IN DIRECDON OF TRAVEL AND SHALL EXTEND THE NLL MM (4' 0- IVF.) OF THE CURB RAMP. NIS 2' 0- BY 4' a' WOTH (TTP.) TRUNCATED °DME AREA SHALL CONTRAST VISUALLY MAN THE ADJACENT WAUONG SURFACE. THE ENTIRE TRUNCATED DOME AREA SHALL BE A LIGHT COLOR (GRAY) WHEN THE ADJACENT SIDEWALK IS A DMI( DOLOR. THE ENTIRE TRUNCATED DOLE AREA SHALL BE A DARK COLOR (GRAY) WHEN THE AOJMDKT SAEWMK IS A 'Tani W LIGHT MAY CEMENT COLOR. SURFACE APPLIED TRUNCATED DOMES OR STAMPED CONCRETE WILL NOT BE ALLOWED. TRUNCATED DOME AREA SHALL BE NEENAH DETECTABLE WARNING RATE R4984 THAT WETS THE CURRENT MNDOT STANDARDS FOR DETECTABLE WARNING SYSTEMS. Ing PEDESTRIAN OlMn. mWFMIrILLAR TO M 4BMIC Opo. AM SNN.L ExInN THE ML ADM OF IK CUMIN NAW. CURB RAMP IEVL4D: 1-10 ENGINEERING DEPARTMENT Pure MD.' 5215 FILE NAMEa WECS s © AHY MITiCK LR THAT MCAS A, M ROW LAW MAY NOT IF G9EATER TNM 1/4 lir 8'-0" 2'-0" 1 4'-0" 2'-0" 1/2"x6" Galvanized Bolts with Cut Washers (Carriage, Hex. or Sq.) 7-1/2' V-3 1/4" ciE PLATE PLATE nNominal 1 .8� 0" 1MIN" Grade Lurnbe E Ex. Ground be APPROX. I 8- N Treated Wood Posts 4'x4" IN 8'-0° No. 2 Grade Lumber or better The barricade board face surfaces shall be fully reflectorized in alternate silver -white and red striping, using a reflective sheeting conforming to the requirements of MnDot Spec, 3352.2A2a, Standard No. 1. Prior to installing the reflective sheeting. the barricade boards shall be given a complete coating of White Wood Primer point conforming to MnDot spec 3513, followed by a Second coat of white point conforming 10 MnDot spec. 3531 applied only to the surfaces not covered with reflective sheeting. The barricade boards shall be completely pointed and reflectorized sheeting applied before being installed on the posts. The barricade shall be placed 10'-0" from end of bituminous road, barricades to be centered on the roadway, to be facing trafa flow. Barricades to be installed in accordance with the Minnesota Manual on Uniform Trofic Control Devices. 17 1/2" TYPICAL I�lioll BARRICADE PEVSED: 1-10 ENGINEERING DEPARTMENT Nei .. 5244 RLE MWME:a cs s244 I hereby Le" that this plan was Prepared by me by under my dissect supervision end that I am a duly licensed PROFESSIONAL ENGINEER under the lawn of the State of Mimlesata Francis D. HarsgM 11, PE Deft 06 2+/ � LimBMe No, VM6 NOTES' T Grates to be .,ode in (2) pieces 2. Ail .mete that be not-bippeE-galwnzed Hoe Sae Dallas A -A rsyr O.D. I 1/4"WT' Flat Sted. IT.O 4' o.c. each "Py Stvctlre Ra,,e (2) - Piece Grate Per Dm,ving SAT w "' ar (4) 1/2' W-13 UNC NC, N6ad StWHN SUNNI Bole Wim Nuts .4 WaNers inlet Pipe "a 11 Stta♦ndard pipe beddhq required on beth Intel A Cutlet pipes. 2. Re test three pwlta u« fear are bill fmteners per pMl. Q�OF I POND OUTLET CONTROL STRUCTURE RLVI5ED:1-1° ENGINEERING DEPARTMENT �� NO.. FILE IktME G 3109 5 FT. Yn. LENGTH POST A•� � nxYllw LAIwIW AT 6 FT. MAX SPACING GEQTEXTILE FABRIC PLA5yle 21A TIES e 6 a (50 LA RN9LE) I tI 3"r 1 /2'r Top Bituminous Material T�-� i YAP. a"YON. TOP. AJ ax rNE OF GIF. AJ PLAN VIEWS °A0 oarYes. o^ Cara MI 31TT. L1 1 ••.•. L: '. Abo n./P. TAX. I'2J GWRBETi WALE 1_ pg RJrT. UP IAITTAT MnDOT 8618 SECTION A -A DID rl ttT.YAS J 6" b 1/2"r I- _Distance 3••r 1 /2"r Top Bituminous Material ELEVATION NOTESL TO a-' TIT" THE WFPII.. k11M a1SMiCti1E5 NS UW44L S,AIE A¢M¢5 AN No. la rGoor fens "A. 1L.IE. LNOIFMAT'IX N4 AM6 HAMMAD) TIE} HOLY P1w.% RGNTSaW4AY ACCESSIBILITY W M WS ePo,r LOCK AG MS MF pEMNU, la ANWT ON." Dt51on, savbbME PAM" . HIM DIET"TAFlf Wd1NGS MAHOW M ENTSRE WIDTH ,T LATIN VEN M PATH MpbMS A PoIA6 MTECY TI,E eM.R ME .1 TO K USED W 5101WAULS ON PATHS x1EN ITIMIYL ALMYS H h MMIIK IASYL•ATS.01AIECTA6( WMiANiS racko BE LOT. WIrtM PrOMKTnuH ALT£SS Rd1,Fs .. C..l .1115 1.1 Aer PPdY .114 swilC CgnRI6. DEYICFs DH OTHULD. PER"L%T'D 1. WEAAIt LIRE A extra DOAMAY. vo,ES ARE OFFUED 45 MMUTE rLEYATtp DU4EMTx£ RR UTATH Cr Pyx. n. OPIgSFD TO A MAIM "LryL WITH ASPECT TO A G1RA LT. Oft 1D. R3an.1 M. STOMAL POLES. SIGN PDSTq GOtX:IS CR .TIER feSTWxtIdY5 W .LOWED IM TK PNB AN PA'. K TRAVEL pt In -Inc. F.P.Nsnw Am. In DA. PRETw am,n'u, Honest . Hour,. a rv. 2 WIM A Aix A,YINDAN LAndG. YE PLANS FDN VflW45ED NIMWtl.AML Na CMss OWHANTIns. DF SNEry(.1 OXCM Data 1111T.. 10MIRixTEa RACE 1. DETECIMAC bras K Cuts,AHMINGS Al 1. BATHON 1. Ef TECTASLE WARNING OfAn.:h A MH O. . DO11 1 I.. AT THE RACK W A rashK CUM LUL HOW F.AL M Cly 14 FILL IM GP. M1E1T.1 KAAmx NEA Mxd N Vto MON. IN ns OlMn. mWFMIrILLAR TO M 4BMIC Opo. AM SNN.L ExInN THE ML ADM OF IK CUMIN NAW. e NHFAE AWAML FAnNiK SwFAMS ARE MUD n IN Ones CINONA MCM VERA T E EDGE M ME ANMIM 516YA4'G n M( PoRA.LEL ,a M Use a M1%Rale PATN M YPAYEi.TN E M 11E MTt[.MIE W4MIN4 u14EACE SMD NUNN WE WP£ THAN 3 MES r THE The OF THE RAW..ETEiTABLF WMUNp MCA SMALL CLATI ST Y65U.LY WRH TIE MILACEHT EUTTnIANKAO Yr ON YAIMAf, UFAR LTpn 6N ARAN ON'. PAN5 ON LISIT. CDN ANDIT MAY BY MOVOTo ON: M ALL WAW "FACT. CIMMM THE FLAPED. SIDES. CROSS SLLPE m iN. NAW YAY MT EMCEED 4.. 11111. A5 LMSINIKTf0. © AHY MITiCK LR THAT MCAS A, M ROW LAW MAY NOT IF G9EATER TNM 1/4 lir APAOvrn MARLN 23, 2011 STATE OF MIMFSaTA SFECYtrJrMM sTLATE - -- aRPma M TRANSPORT'T[Dr1 R6ran PLATE PLATE OR CWC. SEWER BLOCK PPE -CAST O Na AS REQUIRED °N \ Zea no. REVISED. 1 10 PEDESTRIAN CURB RAMP 1 fre F E NWCa C sTATf acs w EHC PpEaDICtEAR OEStON N \ 5 FT. Yn. LENGTH POST OF 9 CL 5 UNDER ALL CURB & GUTTER AT 6 FT. MAX SPACING GEQTEXTILE FABRIC PLA5yle 21A TIES 36 WIDE (50 LA RN9LE) I tI 3"r 1 /2'r Top Bituminous Material LOCATED NH TOP 8' 91ap5 War ft FASTENED TO STEEL T -POSTS BRE COMPACTION ]ONE sow FLOW to MnDOT 8618 �S bJ`iS I: 5 J 6" b 1/2"r I- _Distance 3••r 1 /2"r Top Bituminous Material -I 'NOTE BIC E lope io Or - 1F 8" 12" DEPTH a CUL-DE-SAC SILT FENCE, MACHINE SLICEDOI$1 n w iLOY Y is e? � Ca 6' SILT FENCE, PREASSEMBLEDGIYQ SEN0 T FENCE PER YNDOT SPECS, SOURCE SEE SPECS. 23]3 k 3888. iI To PFMmI Free From sl. Fee 2 MmvMs r CMIURAulN, Area. 1 Ama s FT. WN LEN LTH PAST AT 6 FT. MAx SPACING LEaTE%illi FABRK PLASTIC zry HES 36" NtOE (511 LB. TENSILE) /..CIIA�Mhq...C,. MNCM ACE LOCATED N TOP B" r BfiPlnL FABRIC W Was, SILT FENCE, HEAVY OUTrQ7 TRENCH. BACKFILL AL SOL 3OPE GRADE ptsF� t yTH >.ESS AN 2% 1507.p5 FEET 10 -ION) R 25 FEET LTER THAN 20% 15 FEET LOCATION OF SILT FENCE FOR SEDIMENT CONTROL VARIABLE ST E _ RE SILT FENCE NEAR TOE OF 1:� - SLOPE OUTSIDE OF CONSTRUCTION LIMITS LOCATION OF SILT FENCE FOR PEREMITER CONTROL WE SILT FENCE REVISED: 1-10 ENGINEERING DEPARTMENT PLATE NO.: N FILE MLEG 5300 Record and 3rd Addition NOTE: MINIMUM OF 9 CL 5 UNDER ALL CURB & GUTTER -227.02 PPS 16" 1 Distance to CL variable 1/2'r la HIGH r}14 h HIGH//LOW PT. 60' DIUS 60.25 FOR NAINAGE I tI 3"r 1 /2'r Top Bituminous Material 1p 91ap5 War ft FASTENED TO STEEL T -POSTS WITH 3 (50LB) TENSILE STRENGTH 'g(J N \ �_ CIRCUM 45.5' RADIUS=285.88'/360' � ____-_ g0' MnDOT 8618 �S bJ`iS I: GMCTGte Curb and Gutter] J 6" to DE variable 1/2"r I- _Distance 3••r 1 /2"r Top Bituminous Material -I 'NOTE 1.=A L DISTANCE FOR STREET WIDTHS ARE MEASURED TO BACK OF CURB. lope io TYPICAL g�74per MnDOT B612 CUL-DE-SAC RLV1sm: 1-10 Concrete Curb and Gutter M FIE weE:a a .. HYDRANT VALVE BOX � P 1181'0 8;12 NOTE: Jse CURB Ai 77J oar Only with Private Drivewom Parking Lots, or Medians. N 28"R A• 6"MIN.DEPTH FOR I 10"MIN.DEPTH FOR WOODCHIPS 12'R I6" Top Bituminous Material TO MINIMIZE RUNOFF FROM SITE 68"R NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. �� ROCK OR CWC. SEWER BLOCK PPE -CAST O Na AS REQUIRED °N \ e ENTRANCE REVISED. 1 10 ENGINEERING DEPARTMENT N0.' 5301 F E NWCa C interior corrugated N \ c PE pipe. 1�2No ,� iv 3- CWC BASE SHALL BE 6' 6" CONIC. Y -R' mA POURED IN PLACE OR 5' 17 1/2" 10 1/2' Surmountable PIPE DETAIL AUT Concrete Curb and Gulley 28° AROUND 4" 4' 1 1/8"r Bituminous Surface Bituminous Curb T 6" Shoa Formad r1 NOBS: TYPICAL CURB CATCHBASIN (27" DIA.) AND GUTTER REVISED,g10 ENGINEERING DEPARTMENT P1A1E MO.; 5203 FU \IDNGAOSPEa X Y -227.02 PPS ^•i ,♦Y AGGREGATE BASE la HIGH r}14 h HIGH//LOW PT. 60' DIUS 60.25 FOR NAINAGE � ut CURB AND GUTTER 7 I� f \ N a 265'52'50'PRC FASTENED TO STEEL T -POSTS WITH 3 (50LB) TENSILE STRENGTH 'g(J 60.25' �_ CIRCUM 45.5' RADIUS=285.88'/360' � ____-_ g0' � I Hn �S bJ`iS I: FILTERED WATER-, J STANDARD CUL-DE-SAC X I Y. COM./IND. 60 RAD. 48'- RAD. URBAN 60' RAD. 45.5' RAD. RURAL 60' RAD. 1 40'. RAD. - 'NOTE 1.=A L DISTANCE FOR STREET WIDTHS ARE MEASURED TO BACK OF CURB. 2. PLUS 6' GRAVEL SHOULDER. (RURAL) MIN. 2 TYPICAL t1��1 CUL-DE-SAC RLV1sm: 1-10 ENGINEERING DEPARTMENT PLATE W.. 5205 FIE weE:a a MORTAR SHALL MEET MODOT HYDRANT VALVE BOX Opo R P 1181'0 1°-2' CLEAN CRUSHED ROCK 000 CURB Ai 77J `F�O�x N OOgy A• 6"MIN.DEPTH FOR I 10"MIN.DEPTH FOR WOODCHIPS FpS DOSE MYNYMGM 18' MINIMUM CUT OFF BERM 20 TO MINIMIZE RUNOFF FROM SITE FILTER FABRIC NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. �� ROCK OR CWC. SEWER BLOCK PPE -CAST O Na AS REQUIRED CONSTRUCTION i ENTRANCE REVISED. 1 10 ENGINEERING DEPARTMENT N0.' 5301 F E NWCa C PN%Po& FDH II .- c3LWJ e& FDH II D♦a..Q cwc Yeand Dnwlag_6y/ddc JFK TYPICAL RESIDENTIAL RADIUS - 20' TYPICAL COLLECTOR RADIUS - 3D' 6' heigI INht 2"drop L10' long transitional height curbing' l e height 7" 7" MNDOT 8618 CONIC. C R G SURMOUNTABLE C& G SECTION A -A TYPICAL CURB RADIUS $EOISM t-10 ENGINEERING DEPARTMENT 11 PUTS M0" E ReWEG CSsew 5204 Flt Prepared for. Chanhassen Residential Development One Corporate Center III, Suite 300 7300 Metro Blvd. Edina, Minnesota 55439-2302 10" DIAMETER ROCK FILTER ���i1i�.•�A - � • •fir •. r. • �K :K a�ia•I•'i1I �•�•�•Iy��N, • y�T ati�tT_: •: • .� •T ��.. ^•i ,♦Y AGGREGATE BASE ��rlrs���t�s1r .. NOTE; •Y • •Y � rs*•� • •Fr SILT FENCE PER e,'��i���•� s4ei'7i SPECIFICATIONS,• •• • / Iii�y. MACHINE SLICED MONOFILAMENT. • .GRATE FASTENED TO STEEL T -POSTS WITH 3 (50LB) TENSILE STRENGTH PLASTIC ZIP TIES PER • •,SLICED) Distance from Sewer Main to Cleanout __ COURSE FILTER AGGREGATE FILTERED WATER-, SECTION A -A M OFFROAD CATCHBASIN M;FILTER BARRIER CWC. ADJUSTING RINGS (2') 12' DEEP r 1 LONG I -III -III -I I I I LONG TURN MIN. 2 TO DRAIN l- -Denotes Sewer Service End IS -Denotes Water Service End 6" NICK CWC. MAX. 4 MIN. 1/4' MORTAR BETWEEN CASING. RINGS a STRUCTURE. VARIABLE C011M ( ) MORTAR SHALL MEET MODOT HYDRANT VALVE BOX rPfVARIES SPEC 2506.2B. CLAY SUB -GRA SLOPE TOs , CURB Ai 77J 4" CLASS 5 BASE 4' PERFORATED PIPE NOTCH CLAY SUB -GRADE GEOTEXTILE WRAP (3733, TYPE 1) Min, I CONCRETE 0 2TDIAIN NFORCING TO CONSIST OF H1 BARS AT 8' o.c. BOM WAYS 1. TYPICAL C THICK CONCRETE S THICK•- COMMERICAL DRIVEWAY CROSSING. 3. JOINT r • •• INTERVALS AND WHEN ABUTTING EXISTING CONCRETE OR STRUCTURE �ICONCRETE STANDARD SERVICE TIE CARD Y,SIDEWALK OR CWC. SEWER BLOCK PPE -CAST O Na AS REQUIRED Perforated PVC, or i ENGINEERING DEPARTMENT ^t Prepared for. Chanhassen Residential Development One Corporate Center III, Suite 300 7300 Metro Blvd. Edina, Minnesota 55439-2302 10" CITY PROJECT N0. HUB WITH THREACED METAL PLUG CITY OF CHANHASSEN AGGREGATE BASE gem. WATER OR a ATM sD M (cRaE ANE) Street Name_______---_- Lot__ Block__ Addition NEENAH R-4342 GRATE OR FINISHED GRADE Downstream Monhole No. APPROVED EQUAL. MNOOT SELECT GRANULAR BORROW Y p S o Distance from Sewer Main to Cleanout __ COURSE FILTER AGGREGATE o CNE PIECE PVC SDR. -35 CLEANOUT RISER (SIZE AS PER PLAN) Length. Site and Type of Service Pipe Depth of P.L_______ ---------_______ Distance Sewer Main to Riser +- Riser Height__ MMOOT 3149.211 g w CWC. ADJUSTING RINGS (2') 12' DEEP r 1 LONG I -III -III -I I I I LONG TURN MIN. 2 TO DRAIN l- -Denotes Sewer Service End IS -Denotes Water Service End 6" NICK CWC. MAX. 4 MIN. 1/4' MORTAR BETWEEN CASING. RINGS a STRUCTURE. f- GRADE C011M ( ) MORTAR SHALL MEET MODOT II 10 SPEC 2506.2B. CLAY SUB -GRA 3T' NOTE: 4' PERFORATED PIPE NOTCH CLAY SUB -GRADE GEOTEXTILE WRAP (3733, TYPE 1) Txd by Dote NOTE%- 0 2TDIAIN NFORCING TO CONSIST OF H1 BARS AT 8' o.c. BOM WAYS FOR PIPE PLACEMENT TRENCH DETAIL N 07 Shv <e tks shall be im ng ties of rot mons thin, 100' IN Hari beae.n Its pants and sNm ke teed to p.,ne,ent stivatures, sen, as bI;MMg ,wnears few ee. . manhdee cote, harm, hywants. etc r2a .o Lhasa, poxc pate cmee.. alepnon. m utV boon WN not bI DarePad. It a D.r rt s..,-ehH. wNNe sen:, w.sm a ansa rM aarY,1 ar norm s anon iso snM es wowed MINQR� WALLS TO BE PRECAST SECTION STANDARD SERVICE TIE CARD REVSM 1 -lo OR CWC. SEWER BLOCK PPE -CAST O Na AS REQUIRED Perforated PVC, or 1-10 ENGINEERING DEPARTMENT HATE NO.: 5221 Dud Wall smooth FI.E rkYE:GVNa cs�s�l interior corrugated PE pipe. - - - 3- CWC BASE SHALL BE 6' 6" CONIC. Y -R' mA POURED IN PLACE OR 5' OLLAR PRECAST SUB PIPE DETAIL AUT AROUND PPE NOBS: CATCHBASIN (27" DIA.) 1. CLEANOUTS REWIRED AT 300' INTERVALS & DESIGN SPECIAL 2 ALL ENDING POINTS. 2. SWING TIES TO BE SHOWN ON AS-BUILTS FOR ALL ENDING POINTS TO ALL DRAINTILES. 3. OPENINGS IN STRUCTURE FOR DRARRTILE TO BE FABRICATED OR CORE DRILLED. 4. THIS DETAIL TO BE USED WHEN 2' OR MORE OF EXISTING SOL SUB CUT IS NECESSARY. 4" SUB -SURFACE 1lllOF TYPICAL 27" DIAMETER ORAINTILE CATCH BASIN REARD.-3-00 ENGINEERING DEPARTMENT PLATE N0'; 5232 2-1° ENGINEERING DEPARTMENT PIATc 31 03 f>� HkYE.a FILE NAME G sPEcs utas VARIA6LE I MINIMUM 11' 12- 10' 1/2" PER "". SLOPE I TOWARD ROADWAY LUP6 - • .r d ^t J'''' TOj�' TOPSOIL TYPICAL j i i 3" MNDOT 236C SPWES3402 6' CLASS 5 BASE - COMPACTED SUBGRADE PER ;OL ENGINEER UTES: SHOULDERS TO BE BACKFILLED AND RESTORED wIT.H 3" Or TOPSOIL AND RE -VEGETATED WITH SOLI OR SEED / MULCH. ._. ?HE CONTRACTOR OR DEVELOPER SHALL SUPPLY A 2 YEAR 1009, MAINTENANCE BOND UPON CITY ACCEP'-.ANCE. 3, THIS DETAIL / SPECIFICATIONS ARE MINIMUMN PEO'd1REMENTS, ADDITIONAL DESIGN MAY BE REOUIPED DEPENDING ON EXISTING SUB -GRATE SOIL CONDITIONS. a. BITUMINOUS TRAILS MAY NOT BE CONSTRUCTED ON 'JNSUiTABLE 5011 S. NO WASTE MATERIAL_, BLACNA DIRT, OR ORGANIC SOLS ALLOWEDAL. of a Partners, LLC The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions ChaI11trassen, Minnesota Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 CONTRACTOR: BURSCHWLLE CONS77?UC71ON RECORD DRAWING 477-/ AMMON CONFORMING TO CONSTRUCTION RECORDS BY Jerrod McCarty DATE 02/15/13 WESTWOOD PROFESSIONAL SERVICES City Project # 10-xx Latest Revision Date: 06/21/13 05/26/10 201010490TF02.dwg Sheet 18 OF 18 Construction Details CITY PROJECT N0. HUB WITH THREACED METAL PLUG CITY OF CHANHASSEN TO BE SET AT FINAL GRADE. METAL TOP PLUG MADE OF MATERIAL TO ALLOW LOCATES gem. WATER OR a ATM sD M (cRaE ANE) Street Name_______---_- Lot__ Block__ Addition VIA METAL DETECTOR. FINISHED GRADE Downstream Monhole No. Sto. at P.L. from Downstream Manhole_+ Elevation at C.L. of Sewer Main Distance from Sewer Main to Cleanout __ R of Grade for __ Service to be installed___ CNE PIECE PVC SDR. -35 CLEANOUT RISER (SIZE AS PER PLAN) Length. Site and Type of Service Pipe Depth of P.L_______ ---------_______ Distance Sewer Main to Riser +- Riser Height__ -I I 1 -111-11I I III -III- WATER - Downstream Monhcle No. Stn. P.L. from Monnole__--+_ ____ - w I I I-111 11 a -III-III-III I -III -III-> h. Ser Length, Size and Type of Service Pipe�-_�__ ______ Type Depth at P.L. -_ -- _ Curb Stop Cover Co. Coordinates: X Y 2_. ------ 1 LONG I -III -III -I I I I LONG TURN ❑ Check if Sewer Service Riser Installed Y SDR. -35 l- -Denotes Sewer Service End IS -Denotes Water Service End I I -III -III -I I I -III - I I (SHOW SKETCH WITH TES HERE) -III-III-III-_ RIDGID SDR 35 II 10 Gontaeln Foremen Txd by Dote NOTE%- Lecotrtn mid Depth of Shrike CWTINNI by 1. SOLVANT WELD ALL JOINTS ON CLEAN OUT.NON-GASKETED ( ) 2. CLEAN OUTS SHALL BE SPACED AT 300' INTERVALS (MAXIMUM) N 07 Shv <e tks shall be im ng ties of rot mons thin, 100' IN Hari beae.n Its pants and sNm ke teed to p.,ne,ent stivatures, sen, as bI;MMg ,wnears few ee. . manhdee cote, harm, hywants. etc r2a .o Lhasa, poxc pate cmee.. alepnon. m utV boon WN not bI DarePad. It a D.r rt s..,-ehH. wNNe sen:, w.sm a ansa rM aarY,1 ar norm s anon iso snM es wowed MINQR� SUB -SURFACE PVC DRAINTILE CLEANOUT STANDARD SERVICE TIE CARD REVSM 1 -lo ENGINEERING DEPARTMENT PLATE p0'`REVISED: 5234 1-10 ENGINEERING DEPARTMENT HATE NO.: 5221 FDF NOMEGO 434 FI.E rkYE:GVNa cs�s�l VARIA6LE I MINIMUM 11' 12- 10' 1/2" PER "". SLOPE I TOWARD ROADWAY LUP6 - • .r d ^t J'''' TOj�' TOPSOIL TYPICAL j i i 3" MNDOT 236C SPWES3402 6' CLASS 5 BASE - COMPACTED SUBGRADE PER ;OL ENGINEER UTES: SHOULDERS TO BE BACKFILLED AND RESTORED wIT.H 3" Or TOPSOIL AND RE -VEGETATED WITH SOLI OR SEED / MULCH. ._. ?HE CONTRACTOR OR DEVELOPER SHALL SUPPLY A 2 YEAR 1009, MAINTENANCE BOND UPON CITY ACCEP'-.ANCE. 3, THIS DETAIL / SPECIFICATIONS ARE MINIMUMN PEO'd1REMENTS, ADDITIONAL DESIGN MAY BE REOUIPED DEPENDING ON EXISTING SUB -GRATE SOIL CONDITIONS. a. BITUMINOUS TRAILS MAY NOT BE CONSTRUCTED ON 'JNSUiTABLE 5011 S. NO WASTE MATERIAL_, BLACNA DIRT, OR ORGANIC SOLS ALLOWEDAL. of a Partners, LLC The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions ChaI11trassen, Minnesota Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 CONTRACTOR: BURSCHWLLE CONS77?UC71ON RECORD DRAWING 477-/ AMMON CONFORMING TO CONSTRUCTION RECORDS BY Jerrod McCarty DATE 02/15/13 WESTWOOD PROFESSIONAL SERVICES City Project # 10-xx Latest Revision Date: 06/21/13 05/26/10 201010490TF02.dwg Sheet 18 OF 18 Construction Details Preserve at Bluff Creek 6th Addition Cost Opinion: 7/30/14 Subtotal Sanitary Sewer $197,00 "lTY0FCHAWHAS3'EP RECEIVED JUL 3 1 20114 CHANHASSEN R AN%NGDEPT Page 1 Estimated Unit Total Description Unit Quantity Price Price Construction Cost Estimate for Street and Utilities - The Preserve at Bluff Creek 6th Note: Site Grading was completed with previous phases 7/30/2014 EROSION CONTROL Rock Construction Enhance EACH 1 $850.00 $850.00 Silt Fence (type regular) - Allowance L.F. 500 52.00 $1,000.00 Native Prairie Seeding ACRE 2 $1,750.00 $3,500.00 Seeding & Mulching MNDOT 250 (P) ACRE 2.5 51,500.00 $3,750.00 Temporary Seeding & Mulching MNDOT 150 ACRE 4.5 $850.00 53,825.00 Erosion Control Blankets MnDOT 3885, Category 3, Type 2S for use on off street utilities S.Y. 4495 51.45 56,517.75 Storrs Inlet Protection in Turf Areas (silt fence, hay bales or bnftaSafet Sediment Control Barriers as per detail) EACH 3 125.00 $375.00 Stonn Inlet Protection in Curbs/Pavement (Complete, per detail: WIMCO or approved equal) EACH 12 175.00 $2,100.00 Boulevard restoration (2 rolls of sod back of curb) L.F. 2152 2.25 54,842.00 Remove/Dispose of Silt Fence (all types) LF. 500 $0.75 $375.00 Subtotal Erosion Control $27,134.75 SANITARY SEWER Construct MH over Existing Sanitary Sewer Main, Connect to existing system EACH 1 5000.00 $5,000.00 8" PVC SDR 35 Sanitary Sewer (8'-12' Depth) LF. 105 24.00 52,520.00 8" PVC SDR 35 Sanitary Sewer (12'-16' Depth) LF. 434 25.00 510,850.00 8" PVC SDR 26 Sanitary Sewer (8'-12' Depth) LF. 460 35.00 $16,100.00 8" PVC SDR 26 Sanitary Sewer (12'-16' Depth) L.F. 50 38.00 $1,900.00 8" PVC SDR 26 Sanitary Sewer (16'-20' Depth) L.F. 152 40.00 $6,080.00 8" PVC SDR 26 Sanitary Sewer (20'-24' Depth) L.F. 144 65.00 $9,360.00 8" PVC SDR 26 Sanitary Sewer (24'-28' Depth) L.F. 25 80.00 $2,000.00 8" C-900 (DR18) Sanitary Sewer(8'-12' Depth) LF. 30 35.00 51,050.00 8"C-900(DR18) Sanitary Sewer(12'-16'Depth) L.F. 40 38.00 $1,520.00 8"C-900 (DR18) Sanitary Sewer (16-20' Depth) LF. 15 40.00 5600.00 8"C900(DRIB) Sanitary Sewer(20'-24'Depth) L.F. 24 65.00 $1,560.00 8"C-900 (DAIS) Sanitary Sewer (24'-28' Depth) LF. 80 95.00 $7,600.00 8"C-900 (DR18) Sanitary Sewer (28'-32' Depth) LF. 407 135.00 554,945.00 8" DIP CL 52 Sanitary Sewer(12'-16' Depth) LF. 40 60.00 $2,400.00 Standard 48" Diameter Manhole (0-8' Depth) EACH 12 2300.00 527,600.00 Outside Drop Section for Manholes (0-2') EACH 2 1450.00 $2,900.00 Extra Drop Section (Ova 2') V.F. 28.5 125.00 $3,562.50 Extra Depth 48" Diameter Manhole V.F. 130 110.00 $14,300.00 6" x 8" PVC SDR 26 Wye EACH 27 100.00 52,700.00 6" PVC SDR 26 Riser Pipe V.F. 142.5 16.00 52,280.00 6" PVC SDR 26 Sanitary Sewer Service Pipe LF. 920 18.00 516,560.00 6" PVC SDR 26 Bend EACH 35 32.00 $1,120.00 6" PVC SDR 26 Plug EACH 27 13.00 $351.00 Televise Sanitary Sewer LF. 2006 1.25 $2,507.50 Subtotal Sanitary Sewer $197,00 "lTY0FCHAWHAS3'EP RECEIVED JUL 3 1 20114 CHANHASSEN R AN%NGDEPT Page 1 Preserve at Bluff Creek 6th Addition Cost Opinion: 7/30/14 Description WATER MAIN Remove Plug and Connect to Existing Water Main Remove and Salvage Ex. Hydrant and Connect to Existing Water Main 6" DIP Class 52 Water Main (All Depths) inc. poly wrap 8" DIP Class 52 Water Main (All Depths) inc. poly wrap 8" C-900 PVC Water Main (All Depths) Hydrant with Auxiliary Valve 8" Gate Valve & Box Fittings (Ductile ImnxAW WA C-153) 1" Corporation Stop with Saddle 1" Copper Water Service I" Curb Stop with Box Subtotal Water Main STORM SEWER 597,773.00 15" RC Pipe, Class V (all depths) Estimated Unit Total Unit Quantity Price Price EACH 4 500.00 S2,000.00 EACH 1 2500.00 52,500.00 LF. 50 30.00 SI,500.00 LF. 489 36.00 $17,604.00 LF. 1113 518.00 $20,034.00 EACH 4 4700.00 $18,800.00 EACH 4 1900.00 $7,600.00 LB. 1013 5.00 55,065.00 EACH 27 155.00 54,185.00 LF. 860 16.00 513,760.00 EACH 27 175.00 54,725.00 597,773.00 15" RC Pipe, Class V (all depths) EACH 1514 28.00 542,392.00 27" RC Pipe, Class III (all depths) LF. 198 40.00 $7,920.00 2'x 3' Catch Basin EACH 3 1200.00 $3,600.00 27" Shallow Depth CB EACH 3 1110.00 $3,330.00 48" Diameter CBMWSTMH(0-8'Depth) EACH 13 2300.00 $29,900.00 4" PVC Drain the including rock and fabric LF. 1140 9.00 $10,260.00 Clean outs for Drain file (inc. Wyes/Bends EACH 8 225.00 $1,800.00 27" RC Flared End Section w/frash guard EACH 1 1350.00 $1,350.00 Class 3 Rip Rap (Type Limestone) C.Y. 8.7 95.00 $826.50 Granular Filter C.Y. 4.4 26.00 $114.40 Subtotal Storm Sewer $101,492.90 Page 2 Preserve at Bluff Creek 6th Addition Cost Opinion: 7/30/14 Description STREETS- Subgrade Preparation (2.0' BOC) (P) 24" Select Granular Borrow - Modified (Px2.0' BOC) 12" Thick, MnDOT 2211, Class 5 Agg. Base, 100% Crushed Stone or Class 7 (C) Recycled Concrete (l.0'BOC) (P) Utility Conduit Crossings (pipe supplied by others) All Style Concrete Curb & Gutter 2-1/2" Bit. Base Course MnDOT Mix LVNW35030B (P) Adjust Manhole Castings Adjust Gate Valve Castings Street Cleaning For Wear Course Installation MnDOT 2357 Tack Coat 1-1/2" Bit Wear Course MnDOT mix LV WE45030B, (yr 2015) (P) 5' W ide x 6" Cone. 3Y32A, Cone. sidewalk me. 4" Cl. 5, Agg Base Pedestrian Ramp (with Truncated Dome) Traffic Control Subtotal Streets Street Lights Landscaping Deciduous Trees Shrubs Subtotal Landscaping SUMMARY Subtotal Erosion Control Subtotal Sanitary Sewer Subtotal Water Main Subtotal Storm Sewer Subtotal Streets Street Lights Landscaping TOTAL $192,027.65 EA 2 2200.00 54,400.00 EA 52 270.00 514,040.00 EA 42 27.00 51,134.00 $15,174.00 $27,134.75 $197,366.00 $97,773.00 $101,492.90 $192,027.65 $4.400.00 $15,174.00 $635,368.30 NSULTANT's opinions of probable Construction Cost provided for herein are to be made on the basis of CONSULTANT's experience qualifications and represent CONSULTANT's best judgement w an experienced and qualified professional generally familiar with the rstry. However, since CONSULTANT has no control over the cost of labor, materials, equipment, or services famished by others, or over Contractors methods of determining prices, or over competitive bidding or market conditions, CONSULTANT cannot and does not rantee that proposals, bids, or actual Construction Cost will not vary from opinions of probable Construction Cost prepared by NSULTANT. If OWNER wishes greater assurance as to probable Construction Costs, OWNER shall employ an independent cost CryQf `rN/1`' 00&Ai FIE C- Sb JUL 31 2014 c' WHMNPLANNING114 Page 3 Estimated Unit Total Unit Quantity Price Price S.Y. 4380 0.90 $3,942.00 S.Y. 4380 9.80 442,924.00 S.Y. 4131 4.90 $20,241.90 EACH 4 400.00 $1,600.00 LF. 2152 12.50 $26,900.00 S.Y. 3312 9.00 $29,80800 EACH 9 450.00 S4,050.00 EACH 4 350.00 $1,400.00 LS. 1 1500.00 51,500.00 GAL 225 5.75 $1,293.75 S.Y. 3312 6.75 522,356.00 LF. 1388 24.00 $33,312.00 EACH 4 550.00 $2,200.00 LS. 1 500.00 $500.00 $192,027.65 EA 2 2200.00 54,400.00 EA 52 270.00 514,040.00 EA 42 27.00 51,134.00 $15,174.00 $27,134.75 $197,366.00 $97,773.00 $101,492.90 $192,027.65 $4.400.00 $15,174.00 $635,368.30 NSULTANT's opinions of probable Construction Cost provided for herein are to be made on the basis of CONSULTANT's experience qualifications and represent CONSULTANT's best judgement w an experienced and qualified professional generally familiar with the rstry. However, since CONSULTANT has no control over the cost of labor, materials, equipment, or services famished by others, or over Contractors methods of determining prices, or over competitive bidding or market conditions, CONSULTANT cannot and does not rantee that proposals, bids, or actual Construction Cost will not vary from opinions of probable Construction Cost prepared by NSULTANT. If OWNER wishes greater assurance as to probable Construction Costs, OWNER shall employ an independent cost CryQf `rN/1`' 00&Ai FIE C- Sb JUL 31 2014 c' WHMNPLANNING114 Page 3 Purpose: Other (see remarks) Remarks: Please find revised final plats due to a typo in the legal description. It should have been Outlot A of The Preserve at Bluff Creek 5th Addition verses the 4th Addition. Thanks! Delivery: Hand Deliver cc: File; Todd Baumgartner, Chanhassen Residential Development Partners, LLC E5-A8,-51EC IN 1922 Tmm cnWSNAEM ST. CLOUD SIWNEPY TRANSMITTAL Westwood Professional Services 7699 Augw, Drive Eden Naive, MN 553" uux 952-932-5150 {Ax 952-932-5822 1-888-932-5150 s-,A�5@westwaodps com Date: W August 4, 2014 www-weswoodpsxarn Re: Preserve @ Bluff Creek 6th Addition: Submission for Final Plat Review Westwood File R0004181 To: Kim Meuwissen CITYOFCHANHASSEP City of Chanhassen RECEIVED 7700 Market Boulevard PO Box 147 AUG t'-)4 Chanhassen, MN 55317?[J14 CHANHASSEN PLANNING DEPT From: David Hempel Items: No Description full size sets and 1- 8-1/2"x11" reduced set of the Final Plat for The 3 Preserve at Bluff Creek 6th Addition Purpose: Other (see remarks) Remarks: Please find revised final plats due to a typo in the legal description. It should have been Outlot A of The Preserve at Bluff Creek 5th Addition verses the 4th Addition. Thanks! Delivery: Hand Deliver cc: File; Todd Baumgartner, Chanhassen Residential Development Partners, LLC E5-A8,-51EC IN 1922 Tmm cnWSNAEM ST. CLOUD SIWNEPY CHANHASSEN RESIDENTIAL DEVELOPMENT PARTNERS, LLC Check Number: 2109 Check Date: Jul 29, 2014 City of Chanhassen Check Amount: $700.00 Item to be Paid - Description Discount Taken Amount Paid Preserve at Bluff Creek 6th Addition 700.00 GTYOFCHANHA&& RECEIVE[' JUL 3 1 2014 CHANHAW PANNING M-1 2109 CITY OF CHANHASSEN P 0 BOX 147 CHANHASSEN MN 55317 08/01/2014 1:47 PM Receipt No. 00258205 CLERK: bethanya PAYEE: Chan Residential Development Partners, LLC 7300 Metro Blvd, Suite 300 Edina MN 55439 - Preserve at Bluff Creek 6th Addition 2006-14 ------------------------------------------------------- Final Plat 250.00 Attorney Fees 450.00 Total Cash Check 2109 Change 700.00 0.00 700.00 0.00 U YOKHANHASSEN RECEIVED PUNNING DEPT _ — - the rRES'-nM1! ,iil:;,r�r II 11 p 11 II � PRESER VE A T HL UFF CREEK 6 TH A DDI TION R.I DrOC N0ilell14 All: _«.,,,-.._ . ....._ , .. _......W._ eti I 1 I� T i I� � 114 1 ,�1_e. 1 I[ I I n.e•.nrw.y...r.,w� -+rr 1 Ip 1 I • � 1 II II 1 II II 11 II II II II � I� � OVILOfA I I' "REEK 4(H AD.."„a,. 1:'n'f.. ;oF AT I I 6a I S6'£ckPl AOGLS; 1 L'1 ti��eM” a�.rWY/en,+�i•+.n errw.,.ew_.w w.r. v r..wu w. fir.. s/wOee� �w r r �1 •�o..l.`r �.��me rer r._r�.r _rw _... Westwood R.f—wullw ft, Im- Preliminary Submittal for The Preserve Chanhassen, Minnesota I" ,.,I o Pemtom Land Company 7597 Anagram Drive Eden Prairie, Minnesota 55344 Contact Dan Herbst Phone: 952-937-0716 Fax: 952-937-8635 I by �L a� nu I ME, t - .R cEmT EMSENG Propct number: 20051110110 I Plat/PUD CITY OF OHANHASSEN RECEIVED MAR 1 7 2006 QHANHASSEN PLANNING DEP, Vicinity Map Preliminary Plat/PUD Submittal 1. Th, Roerve ov .. — Idv �L a� nu I ME, t - .R cEmT EMSENG PRELIMINARY PLAT -- I RY GRA01NL 1 EROS. CONTRI AN PRELIMINAPL 5 PRfLINIXARY UTILITY PLAN PRELIMINARY TREE PRESERYAT. MN PRELIMINARY TREE iCY L13i 0 PRELIMINARY LANDSCAPEAPE PLAN P PRELIMINARY LANDSCAPE DETAILS PLAN 10 PRELIMINARY ORAOINO OLTAILS I� eRE`MI.I.0ART GRA PROFILES Vicinity Map Preliminary Plat/PUD Submittal 1. Th, Roerve ov .. — Idv P\20031110\a.B\2003111MXPUItl g 3/17/2 104.41 PX CSI - - ui .411 \ ks -14 ,A/ all III f� /f Ir Q Q� � Q F Q• (ii �t ! 1 spl` .y - - ui .411 \ ks -14 ,A/ f� /f Ir y FF Il .y r.' 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Please review these conditions of approval against the attached plans and respond to Kate no later than Friday, August 29, 2014. Respond to each condition as follows: • Still applies • Does not apply or has been met • Is modified as follows (include modification) • New condition A digital copy of this letter (for copying and pasting the conditions for your response) is available at g:\plan\2006 planning cases\06-14 the preserve\final plat documents — Oh addition\preliminary approval ltr.doc On Monday, May 8, 2006 the Chanhassen City Council approved the rezoning of the land within the plat for "The Preserve" from Agricultural Estate District, A2, to Planned Unit Development - Residential, PUD -R; approval of a conditional use permit to permit development within the Bluff Creek Overlay District and alterations within the flood plain; and approval of the preliminary plat for "The Preserve" creating 155 lots, 15 outlots and right-of-way for public streets, plans prepared by Westwood Professional Services, Inc., dated March 17, 2006, subject to the following conditions: 1. The drainage and utility easement over the northern portion of Lift Station #24 must be vacated and filed upon final approval of the final plat. 2. The "Existing Conditions" plan must be revised to show the drainage and utility easement that was granted to the City and contain trunk sanitary sewer and watermain. 3. Prior to City Council consideration of the final plat, the applicant must provide documentation indicating that the proposed right-of-way for Lyman Boulevard meets Carver County's requirement. 4. The grading plan must identify the existing and proposed 100 -year floodplain. 5. Due to the anticipated timing of the final plat with respect to the timing of formal approvals from FEMA, the proposed lots that are within the current floodplain may be preliminary platted subject to FEMA approval of the LOMR. 6. Any grading within the floodplain will require a Conditional Use Permit. 7. Catch basins on each side of all public streets must be no more than 300 feet apart. 8. The proposed outlet for Wetland A must lie along the edge of the wetland. ti Mr. Dan Cook May 12, 2006 Page 2 of 6 9. The storm sewer from Pond 1 must outlet to the wetland north of Pond 2 in order to maintain hydrology to the wetland. 10. Storm sewer within Street J must be rerouted through the side yards within Block 3 and outlet to Pond 2. 11. Hydraulic calculations must be submitted with the final plat submittals. 12. The legend on the final grading plan must identify the lowest floor elevation. 13. All buildings must be demolished before the second phase. 14. The final grading plan must show the top and bottom of wall elevations. 15. Any retaining wall four feet high or taller requires a building permit and must be designed by an Engineer registered in the State of Minnesota. 16. The developer must work with staff to find the preferred sanitary sewer alignment west of Block 3 prior to City Council consideration of the final plat. 17. The plan must be revised to show an 18 -inch diameter watermain on the south side of Lyman Boulevard to the east property line. 18. The developer's engineer must submit a separate cost estimate for the watermain oversizing along Lyman Boulevard with the final plat submittals. 19. To the maximum extent practicable, the trail along the east side of Bluff Creek must be within close proximity of the manholes for the existing trunk sanitary sewer. 20. The lowest floor elevation of each unit must be shown on the utility plan. 21. The existing well and septic system must be properly removed and abandoned during site grading and utility installation. 22. The developer must pay $15,776 in cash with the final plat for the pro -rated cost for the preparation of the 2005 MUSA AUAR. 23. The outstanding assessments — $310,999.03 for 2005 MUSA roads and water, and $162,976.08 for Highway 101/Lyman Boulevard/Highway 312/Highway 212 must be paid with the final plat or reassessed to the lots and outlots for future development. 24. Each new lot is subject to the sanitary sewer and water hookup charges. These fees are collected with the building permit and are based on the rates in effect at the time of building permit application. The party applying for the building permit is responsible for payment of these fees. Mr. Dan Cook May 12, 2006 Page 3 of 6 25. The City will construct Bluff Creek Boulevard Improvements to serve the development in conjunction with public improvement project No. 06-05. The property within the plat will be specially assessed for this project. 26. The development is subject to the arterial collector fee, which must be paid in cash with the final plat. 27. Streets F and K must extend past Lot 6, Block 13 and Lot 1, Block 17, respectively to provide adequate space for a vehicle to back out of the driveway and turn into the street. 28. Curbs on public streets will be high -back; curbs on private streets will be surmountable. 29. The sidewalk along the north side of Street H between Street A and Street I, and along the north side of Street E must be eliminated. 30. Sidewalks adjacent to private streets and within privately owned outlots can be used by the public. 31. The applicant will work with staff to discuss eliminating Lots I and 2, Block 11, and Lots I through 5, Block 1. 32. The applicant shall revise the plan design to ensure adequate hydrology for Wetland 4 in the post -development condition. 33. If the applicant wishes to pursue an exemption for impact to Wetland A, the applicant shall furnish information to substantiate the exemption request. The applicant is advised that, even if impacts would be exempt from WCA, they may not be exempt from the requirements of the Army Corps of Engineers. 34. A wetland buffer with a minimum width of 16.5 feet shall be maintained around all wetlands and wetland mitigation areas. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant shall install wetland buffer edge signs, under the direction of City staff, before construction begins and shall pay the City $20 per sign. All structures shall maintain a setback of at least 40 feet from the wetland buffer edge. 35. All structures shall maintain a 50 -foot setback from the ordinary high water level of Bluff Creek. All structures shall maintain a minimum 40 -foot setback from the primary corridor. No alterations shall occur within the primary corridor or within the fust 20 feet of the setback from the primary corridor. The 50 -foot setback, primary corridor boundary, 40 -foot structure setback and 20 -foot grading setback shall be shown on the plans. 36. The applicant shall provide details for the proposed trail crossing of Bluff Creek. Minnesota Department of Natural Resources (DNR) permits shall be obtained for all creek crossings. In addition, the trail alignment shall be revised to cross Bluff Creek in the same location as the sanitary sewer crossing. Immediately south of the creek crossing, the trail intersection shall be redesigned to avoid impact to the trees. N Mr. Dan Cook May 12, 2006 Page 4 of 6 37. The plans shall be revised to provide a lower EOF for Wetland A and a path to the west for excess water that will not threaten proposed structures. 38. The EOF path for Pond 1 shall be revised to provide a more direct EOF route from Pond 1 to Wetland 4. 39. The proposed sanitary sewer and storm sewer outlet in the vicinity of Pond 2 shall be revised to ensure: 1. The runoff from the outlet will not compromise the integrity of the sanitary sewer; and 2. The sanitary sewer is not located below the normal water level (NWL) of Pond 2. 40. The outfall from Pond 3 shall not outlet upslope of the proposed trail. 41. The applicant shall clarify the avoidance of the drainage way to be preserved during the construction of Pond 4 and, if possible, redesign the pond to provide additional storage and treatment in lieu of avoiding the drainage way. 42. Pond 5 shall be constructed prior to the construction of all the areas that drain to it. 43. Drainage and utility easements (minimum 20 feet in width) shall be provided over all existing wetlands, wetland mitigation areas, buffer areas used as PVC and storm water ponds. 44. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Type of Slone Time (Maximum time an area can Steeper than 3:1 7 days remain open when the area 10:1 to 3:1 14 days is not actively being worked.) Flatter than 10:1 21 days These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a stone water conveyance system, such as a curb and gutter system, stone sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. 45. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as -needed. 46. The applicant shall be proactive in addressing potential run-on problems in the vicinity of the extreme southeast corner of the property. This would potentially involve vertically tracking equipment up and down the graded faces of the slope to increase roughness and prevent rilling. Similar practices shall be used behind the homes along the central part of Outlot A. 47. At this time, the estimated total SWMP fee, due payable to the City at the time of fmal plat recording, is $242,760. r Mr. Dan Cook May 12, 2006 Page 5 of 6 48. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency (NPDES Phase Il Construction Site Permit), Minnesota Department of Natural Resources (for dewatering), Army Corps of Engineers, Minnesota Department of Transportation, Minnesota Department of Health) and comply with their conditions of approval. 49. The applicant shall demonstrate that the outlet pipe installation and elevation will not impact the wetland. 50. If recommended by the Park and Recreation Commission, park fees shall be paid as per City ordinance at the rate of final platting. 51. Tree protection fencing shall be installed prior to construction around all areas designated for preservation and/or at the edge of proposed grading limits. kAK 6,ut- VVw+- 52. A walk-through inspection of the silt/tree preservation fence shall be required prior to VrN construction. kelt 53. No burning permits shall be issued for tree r oval. All trees removed on site shall be \ chipped and used on site or hauled off. 54. A turf plan shall be submitted to the City indicating the location of sod and seeding areas. kK 62LOt rA+ 55. Buffer plantings shall be installed in the rear yards of bots 7 lots I-1 tplocJc.2. � (�,I{,��t.Lc�in,. swl�+ a,t,Q.6,rodlCnadsca�e lam 56. Applicant sha`k•� *z (off A'�;,N, s cdwl'l remove Emerald Queen Norway maple from the planting schedule. The applicant shall substitute another species with approval from the City. r 57. A conservation easement shall be recorded over Outlot A. b ` \ kaG e % 58. The developer shall work with staff to develop and install appropriate markers at lot lines to demarcate the primary zone. l� A U S 59. The applicant shall submit a plan for the revegetation of any areas of grading within Outlot A. The plan shall incorporate native plants and be consistent with the City's Bluff Creek Natural Resources Management Plan Appendix C. Special attention should be paid to areas with steep slopes (greater th 3:1). Staff recommends that the Hill Prairie planting list be used for the restoration. ( M kolix-s 60. The applicant shall provide all design, engineering, construction and testing services required of the `Bluff Creek Trail." All construction documents shall be delivered to the Park and Recreation Director and City Engineer for approval prior to the initiation of each phase of construction. The trail shall be 10 feet in width, surfaced with bituminous material and constructed to meet all city specifications. The applicant shall be reimbursed for the actual cost of construction materials for the Bluff Creek Trail. This reimbursement payment shall be W; . Mr. Dan Cook May 12, 2006 Page 6 of 6 made upon completion and acceptance of the trail and receipt of an invoice documenting the actual costs for the construction materials utilized in its construction. 61. Outlots A, B, L and N be conveyed to the city as public property by warranty deed. 62. The following items are to be addressed at final plat: • Attention to garage door facades including n percent of doors with windows • Color palate ( 4 minimum) • Private streets and sidewalks, • Percentage of future boilable area, • Setbacks on comer lots • Turnarounds at the end of private streets. Attached are the requirements for final plat. Please feel free to call me at 952-227-1139 if you have any questions. Sincerely, Kathryn R. Aanenson, AICP Community Developmept Director Ent! •.,. ,_..; ,. c: Gayle & Lois Degler jApplan\2006 planning ca \06-14 die pne etveTmal plat doe mans -6th addition�preluninary approval hr.dm 4 0 cn 0 U) 0 �r N 0 0 0 N N 3 0 0 0 000 0 0 N cpi 0 0 0 0 N c'2006 Westwood Professional Services, Inc. 3& 31 2014 0owwV pE" for ucti Grading, Drainage, Erosion Control and Storm Water Pollution Prevention Plan for The Preserve at Chanhassen, Minnesota Vicinity Map PGJ�� p PRK DR. 12 r PKE 107 MPP SES c p u 10 D DR. RI kWGGO W. Ge I a 9R. d � Z U w A CREE VIEW � �� LAKE CT. RENAL SANCE fEK CT.,E Q RA 56. Lake S Q- eGJHERON R. SLP aRpSC� R\ \ e5 LAK Po� QED Gt DDV ECT. J A OJVpE 35. .Z- ��\'� N CT_-'_ p�� CZ, w SUSAN` '(3 C} I'r \BGE ca TR. Q y N ~ TER CIm G\ OSQ�i. 4 qty Po� p2 HILLS DRVALLE. y a RIDGE Y TCT. Tt 5 > 3 Q ¢ T. sy aOPS &a o � PL �9.y ��'(, �p a' DR. ¢ 1 BARBARA' M£ h a 2 > > a S�SGE O CT. SJ SP S SP T116N CT. 'n O` <y j ��aSSENM 101 HAZELTINE _n18 ? OP �ti�' CT, LYNAN BLVD. N 18 15 SI TE �I a T716N R23W ]7 II 01 2223 27 26 �z 17 N w A 3 ¢ a ODO (Not to Scale) 4 Bluff Creek 3rd, 4th, 5th & 6t.( L Additions Prepared for: Chanhassen Residential Development Partners, LLC One Corporate Center III, Suite 300 7300 Metro Blvd. Edina, Minnesota 55439-2302 Contact: Todd Baumgartner Phone: (952) 897-1707 Fax: (952) 897-3534 Prepared by: . Westwood Professional Services, Inc. 7699 Anagram Drive Eden Prairie, MN 55344 PHONE 952-937-5150 FAX 952-937-5822 TOLL FREE 1-888-937-5150 W"tWIOOCI www.weAwoodps.com Project number: 20031110 Contact: Francis D. Hagen II NO. INDEX REVISION SHEET NO. DESCRIPTION 06/19/06 1 2 COVER EXISTING CONDITIONS OVERALL GRADING & EROSION CONTROL PLAN 2 3 4 GRADING, DRAINAGE & EROSION CONTROL PLAN (CONSTRUCTION) 5 GRADING, DRAINAGE & EROSION CONTROL PLAN (CONSTRUCTION) 6 GRADING, DRAINAGE & EROSION CONTROL PLAN (CONSTRUCTION) 7 GRADING, DRAINAGE & EROSION CONTROL PLAN (CONSTRUCTION) 8 GRADING DETAILS 6 9 GRADING DETAILS 3,4,12 10 GRADING PROFILES MISC. GRADES 11 GRADING PROFILES 07/23/07 12 SWPPP NARRATIVE 9 13 SWPPP PRE -DEVELOPED DRAINAGE AREA MAP 6 & 7 14 SWPPP POST -DEVELOPED DRAINAGE AREA MAP ADJUSTED GRADES 15 STANDARD SWPPP CONSTRUCTION DETAILS AND PHASING NO. DATE REVISION SHEETS 1 06/19/06 CLIENT COMMENTS 3-7 2 07/14/06 CITY & CLIENT COMMENTS ALL 3 07/25/06 GRADING REVISION 3-5 4 08/30/06 INTERNAL REVIEW 1,3-9,15 5 01/12/07 RECORD PLAN 4 & 5 6 04/11/07 RECORD PLAN 3,4,12 7 04/19/07 MISC. GRADES 1,6,7 8 07/23/07 RAISED SITE 6-11 9 07/30/07 BASEMENT FLOOR ELEV. 6 & 7 10 08/09/07 ADJUSTED GRADES 6 & 7 11 09/11/07 LOWERED RETAINING WALL 7 12 09/14/07 RET. WALL GRADES ALL 13 10/11/07 RIVER ROCK DR. N. & MILLS DR. 3,7 14 05/26/10 3rd -6th ADDITION LOT / BLK NO. ALL 15 01/30/12 CITY COMMENTS ALL 16 03/20/12 CITY COMMENTS 3-9,12 17 03/29/12 CITY COMMENTS 1,6,7,9 18 04/10/12 CITY COMMENTS 1,3,7 19 05/21/12 REVISED TRAIL GRADES 1,3,7 20 1 08/09/13 15TH ADDITION CITY COMMENTS 1,3,4 Construction Plans for Grading, Drainage, Erosion Control and Storm Water Pollution Prevention Plans for The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions Chanhassen, Minnesota Date- 06/19/06 Sheet 1 of 15 E-17 20031110CVF02DWG o 2006 Westwood Professional Services, Inc. r e oma° 4" /_ /j f ' 1 '' i �" f,m i� T \\NI Hod / l 7 %Vf7� .51 � � .�� � � \" � ,� [ ' '° � .l � ''`'.. /'"� _ •'\ � ym� age of�ielineated wetland I 1 `\. \ e^. OF E � \ -•..'yam..-' --' -- _/ ,..-�f %� !� � (m �'; �'�F THE `� � � \•-�`-!- _._---- � /� 1 .1 wetland set k I W �� � ♦ � � I ^' � � � tt � I I I � ` • � �� �. � \� 908-- ___, i /fir � // ♦, � � ; � /� � � � '\ I � I 23 I � � m"0r 1 � 1 � `�a.,-.v"'��\ \ b�� !\��cg0a` —P'_ _.� ,.a'" / � � / !f j Ill's �^'�1/ � � ; I .60 { 1 I V N: -.. V � � i,`\\ ) O ,rG//.00�Gi- { '-... ry 80 6 ( I ' - ---' � � � ``"'� .__ —. -- J1P—. � �•� � I ! 7 t'r 'lf i ff r } i 1-'f_l, , j -f� a_`-�� l• / J%• 11 •\ � � �, _ \".� \ �\ `---� f%- I/ / -� ` '� j(JJ / 931 '�_ � f >'!:/F/// � � ���r._/ � 4 \ � �\ �lt�//� � t tion Call 48 Hours before digging: r I�1 GOPHER STATE ONE CALL A" Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 \�\ �_ \\\ - `♦ 1 \\ , / r f \ I'_ l F�xisting 100-Yc Rood,,Olain aI ^ It /� ♦ `\ \� , , 1 "r - `4 % / i ��� ie.,a 910 ��\'..\\�`�-r�SY„ J + { I ' ; ( / /'• / /\` .-'` ' , Yv� J _ soa Y r\ Delia Hands ` \ �/ /" v- to es _ \ w- - - i ♦ t � �\t <� �, �\ ♦♦♦ �� � , \ ,._- - /t \ : \�\�\".♦♦ BLUFF � e��V(l\ . ♦-\. .� i � iy N - t. asoe2 �\^- _ _r \ \ \>>\ \ \ � f t / / SAT TIME 7 ES AEA mcry ff Cree , t ��- -iii ;� / ` £ <i I ,\ _`� -- _- ...�--..�--�°' f `�' \ �... / j /� w-�~�\\ �`^� - e ♦ \ UNDER W L C EIV AZZ �� K� _� ""_ - --� V A��� ♦ / �� / UNABLE T S . k O � ] I ay \ ♦ - ._-YVM_J - _ _ .�/ - -- NHS . � �--�� �. "'.`. � 1 \+'� 1' 1 ` ; k l Dist 22 } xa • ' /\ a \ ♦ m v �`v, _ A, v- %-i/�-//=-- �'v`v.. - Hr1 �, \\ f �j/ l 1 I m S 5 s, -..♦ �' ,'<'. . .'-' \\�a.----- . --------- `fr II \\\ 144441 �; �. ) fit^ \"", \ml� \ aa+ rrr«rr\ \Si�-�� ___-- \\\ *♦rrr .� NVS-- -�--� —• �—J X \Xs'o -- r t'� � `-F'a9 1 i � . ' '� °� I r 1 � I � "� � �'i�� \ � -_ \ V �� � � � - _ _ �t�� v ��� � ♦♦ j > •V \BEd9 e of delineated wetland trucure ac 1, -- ♦ '- ti \ O J i • ' 1 \ `40" BCOD st- bk :' ti T v ♦ . ♦ -� ` `X20' BCOD impact zone\\\ \``-16.5' Wetland buffer v� u'N� Primary Bluff Creek Overlay I \ \ 1 N.. _�y,� ♦ \ t(v1District `\ ____ �- 40' structure setback -��� a- - I-700year floodplain to be"Yedefined _ �s., '- .r,,, _� x.✓u`�'rG _ b - - - _ _ - �_.� 1' ► �r . Bluff Creek 1_ � v�7730 ; 1 m � I �� 7730 M .._; ri ,•i % 1 I I �45.26p ♦ „, Wu �♦ ,_ _\ -�,_ _ j �1i Y,F, �iYl� _1 'N'E 1 __ ♦ _ 1 _ 9 + `�- . - --.�• ., ,. _.. � - - ' fir• � �� z ice" f� �'� YL - �/ 1 7. FEET �' ♦ _ _ X . I CHANHASSEN f /�"' A �; _ �'- 1 I I I \ A / TMH EAS F THE /; l / �`•rrrr_ �--' ��� v/ �I .4 - - D7 24 -SME 1.5 FEET-jQ R RTY LlN -^ Ar g _ I LIFT STA7)ON j/24 \ -- `-NOR7HEA NE�t'"DF .' ���'.. 1 1 7W KIESTrF THE / r" i.-,. �\ ,��A: ., r « - _ . ,4� �dF j' �. _ 'r- '`,-` ��I r I 6ROPERTY' LINE \ (/// l N OF _ =T_.�` .. 7� SE 4� THE �i�% .� N'rl�Ja Ci-ThJE� _ -•`. S 1/4_ .\ _= _ _ - `•:� -- _ -� SE O S 22/� LEGEND 0 BUSH/SHRUB } STREET L17E E TELEPHONE BOX —POH— POWER OVERHEAD CONIFEROUS TREE -- GUY WIRE 7ELEPHONE MANHOLE —PUG— POWER UNDERGROUND `t DECIDUOUS TREE .0' POWER POLE HAND HOLE —sAN SANITARY SEWER WETLAND E❑ ELECTRIC BOX - 7RAFFIC LIGHT —sra— STORM SEWER ]VOMo Denotes Iron Monument Set Legal Description From Title Commitment 0 STEEL/WOOD POST ELECTRIC METER t1 GATE VALVE —rar— TELEPHONE OVERHEAD The lot dimensions and areas On this plan are approximate. Refer to the Final Plot and • Denotes Iron Monument Found The East Half of the Southeast Quarter of Section 22, Township 116, Range 23, -� SIGN-7RAFFIC/OTHER ELEC7RIC MANHOLE HYDRANT —TUG— TELEPHONE UNDERGROUND supporting data for exact lot dimensions and According to the U.S. Government Survey thereof, Carver County, Minnesota. areas. Qi Denotes Cast Iron Monument Found Abstract Property -a-o SIGN-TRAFf7C/07HER � SANITARY MANHOLE �w WATER METER —war— WA7ERMAlN Fm --1 MAIL BOX co SEWER CLEANOUT ® WATER MANHOLE —__— FENCE LINE rg, HANDICAPPED STALL ® CATCH BASIN WELL �,-....=,...r DECIDUOUS TREE LINE N'a MONITORING WELL ® FLARED END SEC77ON crv— CABLE TV CURB & GUTTER ® CABLE TV BOX sr STORM MANHOLE —GAs GAS UNE p� WINDMILL GAS METER* RYA CONCRE7E SURFACE �AV£L SURFACE BITUMINOUS SURFACE The Preserve . Westwood Professional Services, Inc. I hereby certify that this Plan was Prepared by me ur under my prepared for. at Bluff Creek 7699 Anagram Drive direct mpen`irion and that I am a drily licensed PROFESSIONAL 1 JAS a Eden Prairie, MN 55344 ENGRAM under the haws of the State of M nnesot` 07/14/06 pTM & CUEENREVIEW CT,�M COMMENTS ('!/S) ChIIIII&IIIII: JAL n Residential Development Partners, LLC 3rd 4th 5th PHONE 952-937-5150 ��. n • • FAx 952-937-5822 � -�-- `�/ �"d''/� � N'is One Corporate Center III, Suite 300 TOLL FREE 1A88.937-5150 Francis is � III, P.Sdaic & 6th Additions 01/30/12 n 17716 ■emra n1a..mlt �� Edina' Minnesota Blvd.55439-2302 Chanhassen, Minnesota t��,ryyyaa www.westwoocips.mm Dom Lti"�e ' 0' 100' 200' 300' Latest Revision: 01/30/]2 20031110EXFQI.DWG Date: 06/19/06 sheet 2 of 15 Existing Conditions *2006 Westwood Professional Services, Inc. GENERAL NOTES• • ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER GRADES UNLESS • THE GRADING CONTRACTOR MUST BE AWARE OF ALL EXISTING AND PROPOSED UTILITIES OTHERWISE NOTED. • ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE • REFER TO THE FINAL PLAT OR SITE PLAN FOR CURRENT HORIZONTAL SITE DIMENSIONS AND LAYOUT. NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS. • THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHICAL FEATURES NTH THE OWNERS AND FIELD—VERIFY PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS • THE CONTRACTOR IS TO CONTACT GOPHER STATE "ONE CALL" FOR UTILITY LOCATIONS AT 454-0002. • ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN—PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON—SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL TEMPORARY PONDING, DIKES, HAYBALES, ETC., REQUIRED BY AGENCIES/OWNER SHALL BE INCIDENTAL TO THE GRADING CONTRACT. W Westwood Professional Services, Inc 7699 Anagram Drive Eden Prairie, MN 55344 PHONE 952-937.5150 FAX 952-937-5822 u�..�,�..�� TOLL FREE 1-888-937-5150 WR�awwaa www.westwoodps.com • ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. • POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. • PUBLIC STREETS USED FOR HAULING SHALL BE KEPT FREE OF SOL AND DEBRIS. STREET SWEEPING SHALL BE CONCURRENT WITH EARTHWORK ON SITE. • HAULING HOURS MUST BE CONFIRMED WITH THE CITY PRIOR TO BEGINNING WORK. I hereby certify that this plan was prepared by me or under my dicot supervision and that I am a duly licensed PROFISSIONAL RNGNR®t under the laaw�wwfe of the State of Minnesota FLancfs�II, PJL Den 06/09/13 Liessin No. 17716 RevlYome D9/14/07 RET. WALL GRADE (JAL) 08/1 10/11/07 RIVER ROCK DR. N. @ MILLS DR. (JAL) 05/26/10 3rd -6th ADDN. LOT / BLK NO. 01/3D/12 CITY REVIEW COMMENTS 03/20/12 CITY REVIEW COMMENTS 04/10/12 CITY COMMENTS 05/21/12 REVISED TRAIL GRADES Dorset TAS Cbeoltet IAL Drawee TAg Remit Dmvhtg brldYe 0' 100' 200' 300' Prepared for. en Residential Development Partners, LLC One Corporate Center III, Suite 300 7300 Metro Blvd. Edina, Minnesota 55439-2302 EV :I el :l 11 ® ..sae eaaez vas >r The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions Minnesota Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 DENOTES SOIL BORING DENOTES SILT FENCE (TYPE I) DENOTES HEAVY DUTY SILT FENCE (TYPE II DENOTES EXISTING 100—YR. FLOOD PLAIN BOUNDARY DENOTES PROPOSED 100—YR. FLOOD PLAIN BOUNDARY DENOTES EXISTING TREE LINE. DENOTES EXISTING CONTOURS DENOTES PROPOSED CONTOURS DENOTES POND NWL DENOTES BIO—ROLL DENOTES PROPOSED STORM SEWER DENOTES BLUFF CREEK OVERLAY DISTRICT SIGN LOCATION (TYP.) WETLAND MITIGATION/REPLACEMENT BY OTHERS DENOTES EROSION CONTROL BLANKET X PROTECTED CONSERVATION AREA This city owned area preserves a part of the Bluff Creek Overlay District, an important natural resource. Under City Ordinance, existing plant material within this conservation area shall be left in a natural state and no clearing or removal of vegetation in this area may occur. Dead trees or branches provide excellent habitat for native wildlife and sh-. not be removed from the conservation area Latest Revision: 06/09/13 2003111 DGDFOI.DWG Date: 06/19/06 sheet 3 OF 15 Overall Grading & Erosion Control Plan o2006 Westwood Professional Services, Inc. II SILT' FEIJ W W () 36, 5 934.0 SLS W W V) W W W W r ooC k 1-1-ki NO k;- ` gw �-sao aa■aaaaaaa■■ I DENOTES SOIL BORING DENOTES GRADE BREAK LOCATION DENOTES SILT FENCE (TYPE 1) DENOTES HEAVY DUTY SILT FENCE (TYPE II) DENOTES EXISTING CONTOURS DENOTES PROPOSED CONTOURS DENOTES POND NWL DENOTES EXISTING 100—YR. FLOOD PLAIN BOUNDARY DENOTES PROPOSED 100—YR. FLOOD PLAIN BOUNDARY NOTE: LOWEST ALLOWABLE FLOOR ELEVATION = 894.00 Westwood estwood Professional Services, Inc 7699 Anagram Drive Eden Prairie, MN 55344 PHONE 952-937-5150 FAX 952-937-5822 TOLL FREE 1-88&937-5150 WestYKwd www.westwoodps.com DENOTES PROPOSED STORM SEWER DENOTES DRAINAGE BREAK (H.P. IS 0.5' LOWER THAN LOWEST ADJACENT PAD) DENOTES EXISTING TREE LINE DENOTES EXISTING SPOT ELEVATION DENOTES PROPOSED SPOT ELEVATION DENOTES BIO—ROLL EROSION CHECKS DENOTES EMERGENCY OVERFLOW ELE VAT10N DENOTES EROSION CONTROL BLANKET I hereby mtlfy that this plan was prepared by me or wider my direct mpervidon mud that I am a duly teemed PROP MONAL HNGDHM node the levee of tlm�Sttate of h iamaom Francis D. Hagen U. FIL Date 06/09/13 Liamee No. 17716 Revidoom 09/14/07 RET. WALL GRADE (JAL) 05/26/10 3rd -6th ADDN. LOT / BLK NO. 01/30/12 CITY RENEW COMMENTS 03/20/12 CITY RENEW COMMENTS 08/09/13 5th Add. City Comments SHEET FJKX= LEIC MD. XXX.X GRADING CERTIFICATION DENOTES FIELD CERTIFIED LOT CORNER ELEVATION Deallned: IAL Cbedwd: IAL_ Drawn All[ Remad Dmp tg bir/date: SHEET XXX GRADING CERTIFICATION DENOTES FIELD CERTIFIED HOUSE PAD HOLD DOWN ELEVATION CONTRACTOR. S.M. HENTGES RECORD DRAW/NG CONFORMING TO CONSTRUCTION RECORDS. By SHAWN WENZEL DATE 01/12/07 WESTWOOD PROFESSIONAL SERVICES, INC. Prepared for. - Chanhassen Residential Development Partners, LLC One Corporate Center III, Suite 300 7300 Metro Blvd. Edina, Minnesota 5%39-2302 The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 i I" r'' E 0' 50' 100' 150' Latest Revision 06/09/13 20031110GDF02.DWG Date 06/19/06 sneer 4 OF 15 Grading, Drainage & Erosion Control Plan c 2006 Westwood Professional Services, Inc. SEE SHEET 4 _ SEE SHEET 4 _ SEE SHEET 4 Call 48 Hours before digging: Ois.as .. ._' �' .o : m 3 917.30 y, -_ p,.; �. a'� % \ sz,. 4 -�� - ,i` �' 9.og� \ '` ;,: GOPHER STATE ONE CALL �. cD l/ r� `� �o G9 ` 4 / Twin City Area 651-454-0002 10. 6 ^, ` 9 i 9 v �'kc ( e f Mn. Toll Free 1-800-252-1166 - \ / ; O ? ,� r\ - ., 1 >.>g 920=22 J o *yam F 'O?' t . ✓ �, " :: , "°'22' � 0)N - V _ � t+ 01 �' 'o ; ♦ 9. ST -09 0 g18 40' �}/ «; N G 921 �o �°D9 2 <� ♦rn 722 , �� SQR ,r �f r f C?918. W6 A IL o. j� o C� co �10 CD g N/rn rn% r,r v g0�$ �J 6 ✓j N o v 918 gJ m b 974 i p� 3. '_..•s! gg+` \ 91 9 �•L ,®,T `D_ _ , �`..\ LL] qn 9�,' 1 % .•Vv� �o 9t63 91 rn '' D� 9!v14,.o4- 911.0 1 ,�909:•3•'- t90 W 9 02 Co c . . -9077•. 55 ' oc.a .,: � x cuoo 909F08922Qo v 4 00 911.2 n J';N0 WETLAND -6 914% a 7 1 Li ��L 2g• X2.7 m o> �',; n41 WDO Ky D s•5� c>r� } 9° 43's�6sz -.. 90 ♦ �/ � � '' 1 � cV 0 -a o € \ g e oq�o%..046, ` �. /� x9@ l h.f , 1 ( l: m 7 mA q • nom' Cl) ••■'a!/ 6 n ...mu m -89 e 0 rn M 1 j ! ' .■`+■ �r ff >37 m r„ . P : nrG C 1 0' ,Ik\ 3 J8 I " �8 ♦ ( x ■ �• _ - 7 _«ice nn _ ' .-�A ,♦ 9 tO '} ,7 r . .+ _ nam nm 'i 4' m3 'na., m m .� CP F\ � o � nz' 8 7 m3 n a I>1 r ti• 5. v O Os ♦ _ ca ,. me _ . x . m a 9� p 903.4 4? 0... , _ , s -3 ° o & t - ma \ m3 t9 07S - ✓ - -�� --- - oc�5�1 ..m °� o � M 9 '- .. � � _ -o � _ � - xm m x871.00 - .._n .♦- "��.,. �, o �``� \\ x OA" • /E..O. F. 1. 2 t •Uj O> ,� -: + n .. - to - _.- --.� _ .scat., �nqm m" xc - f , G 907. 903.77 '\-#^ m OJ 90�4 •• pr6- �"a1 __-. 1 i� ti �1' g p�j Og 4 � ....... _ . c }: . m3 o P ,? xva � mm %4 ¢ m k. ... •in- . ,•-. ■ Y S _ Gj ° / 9 ...._ 1 t7i o 90s. cv... ( 1 - - - ■ X m _na m_ - .m -k' .. m n m rt + • ` " p1 a9 .- p x3 3S.-. _ •, m3 Y .. �- m a u nmm i _ 9 .dt 2 *.9p H.P. I - - !► + ,° . .mq 'ca. ,,, ��\`', `cP� ' r0� _"`... 6�/. .": ... ._-!- 08.25 v, 906.6$_.,1 .... . :. ♦: " Y n -mix' - n na -- - mv2 , CA 4 _ V ` _ I ►..O �:. '♦ -- o -� _ - x 871.00 m m . ' : ' . ' . - vita ..n m3: § ` `4 l (p CP , . .y - +-. . •\. 989 .... s0 j ^ 907 51; ', W °1 VI 0- - P - m �n. VI - 1 l ` QI . l 1 <t '�-' - _.. Q rn. O) Flt ♦ { -- : __- .r_+�,s A - ss Az m y G , O. % g 6., 2.06 ♦., , :A a q>. o CO �? \\. {3 -� .85 `-„ ] 4 9 i �fl. - - t .... 1 F °, . s m.,' cO - - o � 871.00 906 `A/ W -� - `, 97. - �� YY 909 2 m 2 r �_ s3 .\ N� x X _ _ �■ ` 7 - G 908.8 m' ^� X G , „ WO �, TOP OF BERM �x " TO BE 879.0 !' U) n ■■errs■■•■r■ 8g6 _ 900.7 X y ;a 1 _ W wgooses-, J .�$? - 8 ' . .� �0.� , 2 + n? m - i '`� �� (n ♦♦■♦ ♦♦�� 1 900.5 9 900. �' 1 mem t♦♦ o -2-J 3 C.Y. CL5 RIP 1 - I � / • ♦♦♦ 4W`'�' 900.3 \ J' /< 1♦1 } \RAP � _ t N< NVS- i 8j6 ADD -- ok ii t ° \ nay ♦ v •s/ J J"� \ 0 POND -2 x l� Wises NWL=875.00Me \f L ✓J"� f'� i 2 -YR. H WL=875.88 3rd ADDITION � \ W �, f r,l).- .- f,,,• <, 10 -YR. HWL=876.98 r f ' 100 -YR. HWL=878.52 r aE• r r x RECORD LBGEND.- A� a. W XXX.X HEAVY DUTY - 4 w RECORD' N R XXX.X GRADING CERTIFICATION xC% \ _ SILT FENCE (TYP.) 00 x v`- -' I- DENOTES FIELD CERTIFIED HOUSE U� GRADING CERTIFICATION 7 LOT = / �, �� �•. DENOTES FIELD CERTIFIED 0 PAD HOLD DOWN ELEVATION r, w CORNER ELEVATION -� `� '� � '� ''� �"� �� W �` w \ . 0 0 WETLAND -5 U) / c3 ` it --� •-..... %�/i/'/�/./'� /' -- -''� "`' *j f DENOTES SOIL BORING DENOTES PROPOSED STORM SEWER WETLAND MITIGATION/REPLACEMENT DENOTES GRADE BREAK LOCATION DENOTES DRAINAGE BREAK BY OTHERS DENOTES SILT FENCE (TYPE 1) - - (H.P. IS 0.5' LOWER THAN DENOTES HEAVY DUTY SILT FENCE (TYPE ll) LOWEST ADJACENT PAD) -- DENOTES EXISTING CONTOURS w� -Y�.. DENOTES EXISTING TREE LINE X980 DENOTES PROPOSED CONTOURS ;94.6 DENOTES EXISTING SPOT ELEVATION - DENOTES POND NWL x 994.6 DENOTES PROPOSED SPOT ELEVATION DENOTES EXISTING 100 -YR. DENOTES BIO -ROLL EROSION CHECKS CONTRACTOR: S.M. HENTGES FLOOD PLAIN BOUNDARY DENOTES EMERGENCY OVERFLOW ■■■�■■■■■■ DENOTES PROPOSED 100 -YR. E.O.F. ELEVATION FLOOD PLAIN BOUNDARY DENOTES EROSION CONTROL BLANKET 0' 50' 100' 150' Latest Revision 03/20/12 2003111 OGDF03.DWG NOTE: LOWEST ALLOWABLE FLOOR ELEVATION = 894.00 e Preserve at Bluff Creek Dat 06/19/06 sheet 5 OF 15 Westwood Professional Services, Inc 7699 Anagram Drive Eden Prairie, MN 55344 W [hereby certuy that this plm was prepared by me m u� my direct mpen'iai°n and that I am a duly licensed PROFESSIONAL. Vader Na' Iewe of State of M'°u®°v ��Qs 05/26/70 3rd -6th ADDN. LOT / BLl( NO. j ■ed: 06/19/06 CLIENT COMMENTS (JAS) 03 D3 12 CITY RENEW COMMENTS 07/14/06 CITY & CLI COMMENTS (JAS) 03/20/12 QTY RENEW COMMENTS lS■llm� prepared for. Chanhassen Residential Development Partners, LLC 3rd, 4th, 5th Grading Drainage & PHONE 952-937-5150 FAX 952-937-5822 / J I as(a, - __. V f-"7-"•r1+� r-'! 07/25/05 GRADING REVISION (JAS) 06/30/06 FOND -2 EDF (ION n„na _. One Corporate Center III, Suite 300 6th Additions onion Control Plan TOLL FREE 1�R8-937-5150 Franc■ a FLgCR u P.s 01/12/07 RECORD RAN o9/u/o7 RET. WALL GRADE (JAL) >rt■�a �.f� rrr/a.oa Metro B5M39-2302 wlfthstwood www.westwoodps.mm 03/20/12 ]7716 D■6e iJQe■e Ain Edina'3W r Minnesota Chanhassen, Minnesota z)2006 Westwood Professional Services, Inc. x SEE SHEET 6 L.EGffiVD: f DENOTES SOIL BORING DENOTES PROPOSED STORM SEWER — — DENOTES GRADE BREAK LOCATION DENOTES DRAINAGE BREAK DENOTES SILT FENCE (TYPE 1) — — (H.P. IS 0.5' LOWER THAN LOWEST ADJACENT PAD) DENOTES HEAVY DUTY SILT FENCE (TYPE IQ DENOTES EXISTING CONTOURS v DENOTES EXISTING TREE LINE 980 DENOTES PROPOSED CONTOURS x 994.6 DENOTES EXISTING SPOT ELEVATION DENOTES POND NWL x 994.6 DENOTES PROPOSED SPOT ELEVATION DENOTES EXISTING 100—YR. 000�% DENOTES BIO—ROLL EROSION CHECKS FLOOD PLAIN BOUNDARY DENOTES EMERGENCY OVERFLOW E.O.F. DENOTES PROPOSED 100—YR. ELEVATION FLOOD PLAIN BOUNDARY DENOTES EROSION CONTROL BLANKET NOTE: LOWEST ALLOWABLE FLOOR ELEVATION = 894.00 Westwood Professional Services, Inc. i hereby certify that this plan was prepared by me cr under my ROvusom 7699 Anagram Drive direct supervision and that I am a duly Bcensed PROFESSIONAL Eden Prairie, MN 55344 ENt� under the lawa of the Seth of Miro h. 06/19/06 CLIENT CWIMENTS W PHONE 952-937-5150 07/17/06 CITY a. CUENT CC / / I 11 06/30/06 INTERNAL REVIEW FAX 952-937-5622 \ -- V -r4 04/19/07 SLOPE GRD. 1-1,B3 TOLL FREE 1.688.937-5150 F=MI,S a Hagea IL PJL 07/23/07 RAISED SITE W EAL www.westwoodps.mm 07/30/07 BASEMENT FLOOR Dehe 05/MM Iioese Tin 1%%16 as/09/07 ADJUST [xtMT1Es l I'VIA � r WETLAND MITIGATION /REPLACEMENT BY OTHERS CITY REVIEW COMMENTS CIT' REVIEW COMMENTS -- CITY RENEW COMMENTS SEE SHEET 7 DedlWmt Cbedmik Dmw¢ Yeawd��/de9e CONTRACTOR. S.M. HENTGES RECORD DRA WING CONFORMING TO CONSTRUCTION RECORDS. By SHAWN WENZEL DATE 01/12/07 WESTWOOD PROFESSIONAL SERVICES, W. Prepared for. Chanhassen Residential Development One Corporate Center 1111, Suite 300 7300 Metro Blvd. Edina, Minnesota 55439-2302 Partners, LLC VVI I L/ \I V LJ SEE SHEET Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 III W-911 W X4.02' W 1d, C U) Li w Cn c: w > w Cn w w Cn �t- RECORD LEMM w XXX GRADING CERTIFICATION = DENOTES FIELD CERTIFIED HOUSE PAD HOLD DOWN ELEVATION The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions Chanhassen, Minnesota W w cn 0' 50' 100' 150' Latest Revision: 05/21//]2 2003111 OGDF04.DWG Date 06/19/06 sheet 6 OF 15 Grading, Drainage & Erosion Control Plan '+ • , :: • • •. r• : • ♦ :• 7 . e • :.. - , :7 • '••� • • • • •• • -• • 111 . • , • • I I is •-• , MeFAMMM MOO 14 FAA • -� �• - � •, + •1 • , � / V �1 �I � � a• • • 111 � ' �■� r a .�-,� ` a --- - - --- .1 � ,� _'���_ sill ► �/ `! ' � +PSS • 1 - � • I "' • • • ° 1 1 "Piil'i/ � � � • 9 `�—���1• •, ,•1•,a. . • II / 1 �1 I,,' ilei ->♦J =�•��A / • • • • _� • %� � • .y n • '� • . • r r• . - +II • s• •A 4� -� �• • %� Ill � .. � • � �i • � �IC +1 s^.•• Y•'— • 1 '• Li l 1 � 11 �� �. • 6 ,• • - • • • • . ,I� • • , ', b. .• • • •IAy . r ,' � • � 1 `• , I� • * -, � � ,' - • J � • • I • .. , � •Yb .•Ib • � I R� ® • � ' • • � Ii • IJry',YG',a1ll �`� _ , _ � / �i ��� � - • 1 • • • • 1.. ��� • - ��.. � • • • \lam • • • +++111111 i :.. 1 �-'_I 1.:, —, ,�. ' i' — � • , - : . `•' y'�—�""_ . �.aiiii�tV,L•3L•�IC, • �ir '_L was \ 4 VAN 11114 e — a 1 II , •V is • � 1 � �� � •re • • • • • • is " I \���/���/`-�/'a_�.► . �� .i. . i .y � � • \ .�• ' - �.•: •` .` - • " • � .. :• • • -,0 PP & R NNOW4 r•' • ��Itielilll�, ` �`�-/` ���/� • • • • � �• �• �- • •� � - � III ••• •�- •• '`1 ••. I�� \. •!� - � �� • ••' `ice , . � • • • .e�^`p • ♦` .•• : •• � ��' • \ • ��• • �` • • � • • �� III • � • ��l+ • � • i • • I7 • ,'• I ,•.., Ie �73 IIIIPQ• ' : I ,• I• ,• l• • • • � 1 1 � • •••••••••••• DENOTES PROPOSED 100 -YR. FLOOD PLAIN BOUNDARY FINISHED GRADE AT 8 OZ. FILTER FABRIC DENOTES EROSION CONTROL BLANKET BOTTOM OF WALL-N1,14" ALL 4" DIA. CORRUGATED PVC NOTE: LOWEST ALLOWABLE FLOOR ELEVATION = 894.00 DRAINTILE WITH SOCK. OUTLET \\\ THRU FACE OF WALL ® 30' O.C. AND LOW POINTS ALONG WALL. RECORD DRA WING CONFORMING TO CONSTRUCTION RECORDS. By SHAWN WENZEL DATE 01/12/07 WESTWOOD PROFESSIONAL SERVICES, INC. RETAINING WALL UNE 4 Westwood PfOfessione Services, Inc r DENOTES SOIL BORING F•►--■ DENOTES PROPOSED STORM SEWERPROPERTY - DENOTES GRADE BREAK LOCATION for. DENOTES DRAINAGE BREAK NETT• A 3:1 SLOPE '�•/ RIVER17edlcoe'd: DENOTES SILT FENCE (TYPE 1) V - - (HIP. IS 0.5' LOWER THAN R MILLS (CWG) q.1 S�OpE Residential Development PHONE 952-937-5150 �^�\\ DENOTES HEAVY DUTY SILT FENCE (TYPE II) LOWEST ADJACENT PAD) NOT TO SCALE \ i+� G4/19/07 SLOPE GRD. LI.B3A RHCORD LBGSNU - DENOTES EXISTING CONTOURS Francis D. i egm IL PJL DENOTES EXISTING TREE LINE 03/29/12 CITY REVIEW COMMENTS 73W Metro Blvd.. '-fts` 05/Wn 1%716 DENOTES PROPOSED CONTOURS x 994.6 DENOTES EXISTING SPOT ELEVATION 150 (MIN) Dote idts••a Na 0' 50' 100' 150' XXX.X GRADING CERTIFICATION — — DENOTES POND NWL x 994.6 DENOTES PROPOSED SPOT ELEVATION 8" LOW PERMEABLE SOIL DENOTES FIELD CERTIFIED LOT DENOTES EXISTING 100 -YR. � DENOTES BIO -ROLL EROSION CHECKS • 12" (MIN) FREE DRAINING CORNER ELEVATION FLOOD PLAIN BOUNDARY E.O.F. DENOTES EMERGENCY OVERFLOW ELEVATION ,, •: STONE/SAND CONTRACTOR: S.M. HENTGES •••••••••••• DENOTES PROPOSED 100 -YR. FLOOD PLAIN BOUNDARY FINISHED GRADE AT 8 OZ. FILTER FABRIC DENOTES EROSION CONTROL BLANKET BOTTOM OF WALL-N1,14" ALL 4" DIA. CORRUGATED PVC NOTE: LOWEST ALLOWABLE FLOOR ELEVATION = 894.00 DRAINTILE WITH SOCK. OUTLET \\\ THRU FACE OF WALL ® 30' O.C. AND LOW POINTS ALONG WALL. RECORD DRA WING CONFORMING TO CONSTRUCTION RECORDS. By SHAWN WENZEL DATE 01/12/07 WESTWOOD PROFESSIONAL SERVICES, INC. Partners, LLC XX GRADING CERTIFICATION DENOTES FIELD CERTIFIED HOUSE PAD HOLD DOWN ELEVATION Latest Revision 05/21/12 20031110GDF05.DWG The Preserve Eta1e: 06/19/06 sheet 7 of 15 at Bluff Creek 3rd, 4th, 5th Grading, Drainage & & 6th Additions Erosion Control Plan Westwood PfOfessione Services, Inc I hereby certify that this plan was prepared by me ar umj¢ my Revioons 09/11/07 LOWERED RET. WALL (CWG) 09/14/07 RET. WALL GRADE (JAL) for. 7699 Anagram Drive direct •� �t = em • duly >;ceneed � '�•/ RIVER17edlcoe'd: Eden Prairie, MN 55344 w INCINM under the laws of the St•fe of Minnesota O6 18 O6 CLIENT COMMENTS JAS / / (JAS) 07/14/06 CITY R CLIENT COMMENTS (JAS) R MILLS (CWG) Chanhassen Residential Development PHONE 952-937-5150 �^�\\ 08/30/06 SLO LOT 5 BLK 8A (AJM) 09/25,110 _ 01/30/12 OTY REVIEW COMMENTS FAX 952-937-5822 \ i+� G4/19/07 SLOPE GRD. LI.B3A ,,,,.,n 42 —. �,,,�„•,,,�s u...Q One Corporate Center III, Suite 300 TOLL FREE 1-888-937-5150 Francis D. i egm IL PJL 07/23/07 RAISED SITE 03/29/12 CITY REVIEW COMMENTS 73W Metro Blvd.. '-fts` 05/Wn 1%716 07,111 BASEMENT FLOOR ELEV. (JAL) 04/10/12 CITY COMMENTS Amused Dmft by/daft www.westwoodps.com Dote idts••a Na OB/09/07 ADJUST GRADES (CWG) 05/21/12 REVISED TRAIL GRADES 1 Edina, Minnesota 55439-2302 08/27/07 ADDED RETAINING WALL DETAIL (JAS) Partners, LLC XX GRADING CERTIFICATION DENOTES FIELD CERTIFIED HOUSE PAD HOLD DOWN ELEVATION Latest Revision 05/21/12 20031110GDF05.DWG The Preserve Eta1e: 06/19/06 sheet 7 of 15 at Bluff Creek 3rd, 4th, 5th Grading, Drainage & & 6th Additions Erosion Control Plan 02006 Westwood Professional Services, Inc. pat SEE M PX PLPN SEE 01 PN SEE Ph PX T6"-3A32 CONCRETE 4" CL 5 COMPACTED SUBGRADE CONCRETE WALKWAY 0 a o_ 0 0 Y U a CO THE DIFFERENCE COURSE TYPE 41WEA50055B BETWEEN WALKOUT 6" CL. 5 AGGREGATE BASE GRADE AND GARAGE MnDOT 3138-1 SLAB IS 8.7' FOR MnDOT SPEC. 2105 & LOTS LABELLED WITH Bl 1 V lrilNO V S TRAM () AND 5.3' FOR (.) AND 8.5' FOR Framb D. Hagen 11, P$ ALL OTHERS. ALL OTHERS. 0.5' TOPSOIL 3' 03/29/12 CITY RENEW COMMENTS 0.5' TOPSOIL 3.0% MIN. -------- --- - =r------- -_ - -- 10.0% --- 3-0% MIN.--- --- -_ --- - SUITABLE BEARING SOIL (TYP.) ENGINEERED FILL D Q SUITABLE BEARING SOIL (TYP.) v_ 0 0 Q Y U a 0 0 M Y U I 10' a m THE DIFFERENCE COURSE TYPE 41WEA50055B BETWEEN LOOKOUT 6" CL. 5 AGGREGATE BASE GRADE AND GARAGE MnDOT 3138-1 SLAB IS 5.5' FOR MnDOT SPEC. 2105 & LOTS LABELLED WITH Bl 1 V lrilNO V S TRAM () AND 5.3' FOR RET. WALL GRADE (JAL) Framb D. Hagen 11, P$ ALL OTHERS. 3' 0.5' TOPSOIL Ualic 03/29/12 Lich No. ]IM6 03/29/12 CITY RENEW COMMENTS 3.0% MIN. -------- --- - =r------- -_ - -- - I --ENGINEERED FILL ENGINEERED SUITABLE BEARING SOIL (TYP.) D Q a v_ 0 Y U M 20' I 10' I. ENGINEERED FILL-= SUITABLE BEARING SOIL (TYP.) W Westwood Profiesiaral Services, Inc 7699 Anagram Drive Eden Prate, M 44 N 553 PHONE 952A37-5150 FAX 952-937-5872 TOLL FREE 1-888-937-5150 Westwood www.westwoodpscom BASEMENT FLOOR j BASEMENT FLOOR 0.5' TOPSOIL BASEMENT FLOOR 3" BITUMINOUS WEAR COURSE TYPE 41WEA50055B �LC09/14/07 6" CL. 5 AGGREGATE BASE 100% CRUSHED ROCK MnDOT 3138-1 APPROVED COMPACTED SUBGRADE MnDOT SPEC. 2105 & 2112 Bl 1 V lrilNO V S TRAM NOTE: 2% CROSS SLOPE 10' DRAINAGE & UTILITY EASEMENT R.O.W ROADWAY 20' 3' 20' FRONT LOAD GARAGE 5' PRIVATE 1' 14' PRIVATE Y 25' SIDE LOAD GARAGE 13.5' PUBLIC 15.5' PUBLIC U in FINISHED GRADE AFTER HOUSE r - w rn FINISHED GRADE FOR PAD � I I L3-0' TO SUBGRADE D-5' TOPSOIL ENGINEERED FILL WALK -OUT (WO) N_T.S_ _-------------- 13.0' TO SUBGRADE 0.5' TOPSOIL SUITABLE BEARING SOIL (TYP.) R.O.W 3' 1 20' FRONT LOAD GARAGE 5' PRIVATE Y 25' SIDE LOAD GARAGE 13.5' PUBLIC U a FINISHED GRADE AFTER HOUSE FINISHED GRADE FOR PAD � I ENGINEERED FILL LOOK -OUT (LO) N. 1. S. BEARING SOIL (TYP.) R.O.W 20' FRONT LOAD GARAGE 5' PRIVATE 25' SIDE LOAD GARAGE 13.5' PUBLIC FINISHED GRADE AFTER HOUSE FINISHED GRADE FOR PAD GARAGE FLOOR EL. ' ---------------------------- ------------------ TO SUBGRADE ENGINEERED FILL RAMBLER (R) N. T. S. I hmeby oetlfy that this phm wr prepared by me m unda my dired wpavidon and that I w a duly &used PROFEWAONAL SUITABLE BEARING SOIL (TYP.) ENGINEERED FILL HNQNM ueda the laws of the State of Minnesota 07/14/06 CITY & CLIENT COMMENTS (JAS) �LC09/14/07 08/30/06 RAMBLER SUBGRADE HOLDDOWN DIMENSION LOCATION 07/23/07 HOLD DOWN DETAILS (JAL) RET. WALL GRADE (JAL) Framb D. Hagen 11, P$ 01/30/12 CITY REVIEW COMMENTS 03/20/12 CITY RENEW COMMENTS Ualic 03/29/12 Lich No. ]IM6 03/29/12 CITY RENEW COMMENTS CL ROADWAY 14' PRIVATE 15.5' PUBLIC ENGINEERED FILL CL ROADWAY 14'PRIVATE 15.5' PUBLIC ENGINEERED FILL 4" TOPSOIL - SEED & MULCH OR SOD. 30' ROW { a - 15.5' - 14.5' BOULEVARD 2.0% SLOPE 4.5' DRAINTILE a A n 10 6.0' DRAINAGE & ,'! BOULEVARD UTILITY EASEMENT 2.0% SLOPE O 0 0 3 DRAINTILE CL 30' ROW 15.5' -8. OULE 4.5' 3.0% SLOPE F- PL SIDEWALK 2.0% SLOPE ' I - 1-1/2" - MnDOT 2360 SPWEB340C WEAR COURSE �� DRAINTILE MnDOT SPEC. 2357 BITUMINOUS TACK COAT 6618 C&G 2" - MnDOT 2360 SPWEB340C BASE COURSE 12" - CLASS 5 AGGREGATE BASE, 100% CRUSHED STONE 24" MnDOT 3149.2B SELECT GRANULAR BORROW COMPACTED SUBGRADE TYPICAL PUBLIC STREET SECTION OY BACK TO BACK) Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 10' DRAINAGE & UTILITY EASEMENT SEE PLAN VIEW FOR SPECIFIC SIDE FOR SIDEWALK y CL L 20' P/L 20' P/L ° - 14.0' �i 14.0' S - 1 1' - SIDEWALK DAINAGE & UTILITY EASEMENT 3.0% SLOPE 2.0% SLOPE 1 3, O Oo0 Aggregate Base MnDOT select granular borrow 2i o m Course Filter Aggregate a MnDOT 3149.2H z `o 12" deep v N N .ro / � �- grade to drain Clay Sub -grade 4" perforated pipe Natch clay sub -grade geoteztile wrap (3733, Type 1) for pipe placement TRENCH DETAIL Perforated PVC, or Dual Wall smooth interior corrugated PE pipe. Grout6" Conc. PIPE DETAIL around -\ r roller pipe NOTES: L Cleanouts required at ending points & at 300 -ft intervals. 2. Swing ties to be shown on as-builts for all ending points to all draintile. 3. Openings in structure for draintile to be fabricated or core drilled. 4. This detail to be used when 2' or more of existing soil �fsub cunt is necessary. 41119f 4" SUB -SURFACE DRAINTILE REVISED: 2-05 PLATE NO, ENGINEERING DEPARTMENT 5232 FILE NAME:G: ENG SPECS 5232 DakilIAL Prepared for. f JAL Chanhassen Residential Development Dreoma JAL One Corporate Center III, Suite 300 73M Metro Blvd. Reined D/ Minn IIT ____ _.....__ Edina, Minnesota $$Q39-1302 LLL1-1/2" - MnDOT 2360 SPWEB340C WEAR COURSE MnDOT SPEC. 2357 BITUMINOUS TACK COAT 2" - MnDOT 2360 SPWEB340C BASE COURSE 12" - CLASS 5 AGGREGATE BASE, 100% CRUSHED STONE 24" MnDOT 3149.2B SELECT GRANULAR BORROW COMPACTED SUBGRADE TYPICAL PRIVATE STREET SECTION W BACK TO BACK) Partners, LLC The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions SEE PLAN VIEW FOR SPECIFIC SIDE FOR DRAINTILE SIDEWALK SURMOUNTABLE C&G Latest Revision: 03/2'/12 2003111ODTFO1.DWG Date 06/19/06 Sheet 9 OF 15 Grading Details I- CI) U E a_ t`T CD CDN 11 O, (J) 3 OLT Li F - ca 0 0 N i m 3 0 N 02006 Westwood Professional Services, Inc. 24' DIA. CMP OR XX' DIA. PIPE RCP PIPE PogR XXX.XX 36' DIA. PRECAST CONCRETE MANHOLE SAB (SECURE TO RISER WITH 4 BRACKETS) lE1PO11RY PfAF=101R061i (2e 111111I k'IN, L-NG?H FOi?- ST A e Fi MAK SPAC No GEa1Lx TILE FABRIC: DITCH GRATE, STOOL TYPE, CENTER OF BERM OVERFLOW WIDTH AS INDICATED IN PLAN VIEW ELASTIC iiP PES CSO '..e. TENSILE) NEEENAH R -4341-A OR EQUAL N 4' LT 1020 SECURE TO RISER SECTION TRENCH.BACN`ILL SRAM tlL 10 % 25 FEET x - B - B FLOW LOT CORNER ELEVATION to A A C2, Maximum ConYrlbalirg A-ea1 Acre FILTER FABRIC WITH I YY1 1/2 �I } �'I 12" I 1/4' SPACING Of. 01Ell XXX.XX- STAPLESTO 1/4' TO 1-1/2' '¢7 3' DIA HOLES WASTED GRAVEL ___�,_ p ;: 0_0 SPACED AT XX' WZ 99 LOT NUMBER MATS/BLANKETS c II. -E.' -ER CONTROL - - - - - - - - - - - - - - o¢ DRAINAGE ARROW ' TAMP DIRT UPSTREAM POND SIDE ) - Z U 520.5 I 0 o FINISH GROUND ELEVATION AT REAR OF HOUSE* INS�UAL�LEDE // OVER MAT/ VERTICALLY - \\BLANKET DOWNSLOPE M _ B - B CITY OF CHANH{SSEN ENGINEERING DEPARTMENT 952-227-1160 SILT F`eNCE,. HEAVY Durr1 2 OQ \ Ito N.T.S. LO 517.0 ( IF APPLICABLE) : DENOTES DRAINAGE BREAK, e - brir ANCHORAGE TRENCH, BACKFILL G 524.0 GENERALLY 0.5' BELOW LOWEST ^1• /�'i�/i V TOP OF OVERFLOW 1 ADJACENT GARAGE ELEVATION !' ,\� TDP of BERM �( MINIMUM BASEMENT FLOOR 12' ' ON ;ONTOUR SEE SLOPE/GRADE N a ELEVATION AND LENGTH CRITERIA BELOW SILT FENCE, _M6LELI ,i VARl A6LE SLOPE rj\\ 3.1 riER COQ MAX 1.0' MAX. FRONT GARAGE SLAB ELEVATION Mil, + i 4 OF wASER 0 LAP //i%y URGE L0, SLO = GRADED FOR THE DIFFERENCE BETWEEN /� OVERFLOW WIDTH AS INDICATED FINISH GROUND ELEVATION AT REAR OF HOUSE* \\ SECTION A -A IN PLAN VIEW AND FRONT GARAGE SLAB ELEVATION. r j W0, SWO = GRADED FOR THE DIFFERENCE BETWEEN f /\�j f \ FINISH GROUND ELEVATION AT REAR OF HOUSE* 2: T \ P SLOPE/�r AND FRONT GARAGE SLAB ELEVATION. NOTE; 110 = WALKOUT \\\�/ TYPICAL SLOPE ' / TOP OF BERM TOP OF OVERFLOW f/G THE (1) INDICATES THAT THE GARAGE LO - LOOKOUT , -. \ / i SOIL STABILIZATION i\\ NON -WOVEN GEOTEXTILEC♦ / AND/OR RIP RAP IF INDICATED. STABILIZE REQUIRES 1 ADDITIONAL BLOCK. R = RAMLER ISOMETRIC VIEW FILTER FABRIC UNDER = TO BOTTOM OF SLOPE SLO =SDE LOOKOUT TYPICAL TREATMENT NOTE; 3. THE (2) INDICATES THAT THE GARAGE WET SLOPE LINING 1.0 3'•�-MPX } MAX REQUIRES 2 ADDITIONAL BLOCKS. 1. SLOPE SURFACE SHALL BE FREE OF ROCKS, THE (3) INDICATES THAT THE GARAGE REQUIRES 3 ADDITIONAL BLOCKS. CLODS, STICKS AND GRASS. MATS/BLANKETS SHALL HAVE GOOD SOIL CONTACT EROSION BLAMCM TUFA SECTION B -B * SEE HOLD-DOWN DETAIL FOR PLACEMENT OF TYPICAL LOT LAY BLANKETS LOOSELY AND STAKE OR Ill SLOPE POW2. OVERFLOW N.T.S HOUSE ON CORRECTED PAD. lISTALLATION STAPLE TO MAINTAIN DIRECT CONTACT WITHIL I THE SOIL. DO NOT STRETCH 01 24' DIA. CMP OR XX' DIA. PIPE RCP PIPE PogR XXX.XX 36' DIA. PRECAST CONCRETE MANHOLE SAB (SECURE TO RISER WITH 4 BRACKETS) lE1PO11RY PfAF=101R061i (2e 111111I k'IN, L-NG?H FOi?- ST A e Fi MAK SPAC No GEa1Lx TILE FABRIC: DITCH GRATE, STOOL TYPE, GE TEX TILE FABRIC 38 WIDE ELASTIC iiP PES CSO '..e. TENSILE) NEEENAH R -4341-A OR EQUAL B, CSC LB. TENS--')pLOCATED LW:A7 <C uJ OP e LT 1020 SECURE TO RISER SECTION TRENCH.BACN`ILL SRAM tlL 10 % 25 FEET WITH 4 BRACKETS SLOPE OF GRAVEL �� NA FLOW 2:1 OR FLATTER FLOW GALVANIZED WIRE MESH z C2, Maximum ConYrlbalirg A-ea1 Acre FILTER FABRIC WITH 2.0� CLAY LINER I 1/4' SPACING 6' XXX.XX- SILT If NEAR TOE OF 1/4' TO 1-1/2' '¢7 3' DIA HOLES WASTED GRAVEL ___�,_ p ;: 0_0 SPACED AT XX' 9AM-5PM ON CENTER c II. -E.' -ER CONTROL - - - - - - - - - - - - - - t1SLICE MAINTENANCE OR DELIVERIES 24' DIA. CMP OR XX' DIA. PIPE RCP PIPE PogR XXX.XX 36' DIA. PRECAST CONCRETE MANHOLE SAB (SECURE TO RISER WITH 4 BRACKETS) lE1PO11RY PfAF=101R061i (2e 111111I k'IN, L-NG?H FOi?- ST A e Fi MAK SPAC No GEa1Lx TILE FABRIC: C; rT. MAX SPACING _aS Z TI'S .� GE TEX TILE FABRIC 38 WIDE ELASTIC iiP PES CSO '..e. TENSILE) / ( 36" / rFqq@@RIC ANCHORAGE B, CSC LB. TENS--')pLOCATED LW:A7 <C uJ OP e LT 1020 a. TOP B' TRENCH.BACN`ILL SRAM tlL 10 % 25 FEET T&iE COMPAC. TION 20AI€ GREATER THAN 20% 15 FEET �� NA FLOW FLOW FLOW rLnw z C2, Maximum ConYrlbalirg A-ea1 Acre 2.0� CLAY LINER I 6' VAR1'�Fc� ABS -E SILT If NEAR TOE OF i !.-. ONS- C -'ON LIMITS(-' 6"MIN.-y{ �DIRECTION� 9AM-5PM ry c II. -E.' -ER CONTROL - - - - - - - - - - - - - - t1SLICE MAINTENANCE OR DELIVERIES - - - 0.5' ) - 6" ' - i22 DEPTH OF THESE HOURS. a BENCHING CITY OF CHANH{SSEN ENGINEERING DEPARTMENT 952-227-1160 SILT F`eNCE,. HEAVY Durr1 2 S'I T FENCE, MACHINE St ICED N.T.S. LTH aOST-� - - `ABRC PACING I' - brir ANCHORAGE TRENCH, BACKFILL (7 ITN TAMPED NATLRAL SOIi_ Si. T FENCE 10 Bc PiA--FI) ' ON ;ONTOUR SEE SLOPE/GRADE AND LENGTH CRITERIA BELOW SILT FENCE, _M6LELI ,i VARl A6LE SLOPE r� SILT FENCE 1-tD ENGINEERING DEPARTMENT 1 1E NO.: MEG ENG SPECS 530° 5300 i / i O / /ROP 1"-2"WASHED ROCK 2S0• �� o IN I Mar w �� <I I • • VIA lCrMN.DEPTH FOR WOODCHIPS�• _ / •� 18" MINIMUM CUT OFF BERM TO MINIM17E RUNOFFFROM FILTER FABRIC NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. TLE NAME: G ENG"\S('LCS'1,5301 -loll PL CL PL 30' 30' - - 15.5to Back i 15.5' to Back Wear Course to be 1/2" ape AGGREGATE BASE Above Edge of Gutter S\ 3.0% 2.0% d`a* S\opo MNDOT SELECT GRANULAR BORROW 0 w '5 M,o+ 1.5 1 COURSE FILTER AGGREGATE o 7' Draintile / - MNDOT 3149.2H p W 4" Topsoil, Seed 1 1/2"-MNDOT 2360 SPWEB340C f 12" DEEP & Mulch or Sod. N Draintile Tack Coat - 2357 / f- GRACE TO DRAIN Surmountable 2"-MNDOT 2360 SPWEB340C CLAY SUB -GRAD Concrete Curb 4" PERFORATED PIPE 12" -Class 5 Aggregate Base, 100% Crushed NOTCH CLAY SUB -GRADE GEOTEXTILE WRAP (3733, TYPE 1) 24" MNDOT 3149.26 Select FOR PIPE PLACEMENT TRENCH DETAIL Granular Borrow ('See Note 7) Perforated PVC, or Dual Wall smooth interior corrugated -- - - -PE pipe. NOTES 6" CONC. 1. Minimum Right -of -Way Required - 60'. COLLAR 2. Maximum street grade 7.0%. GROUT 3. Minimum street grade 0.75%. PIPE DETAIL AROUND 4. 4.0" Topsoil placed in disturbed areas. PIPE 5. 2 Rolls sod behind curb. NOTES: 6. The bituminous wearing surface shall be placed the next construction 1. CLEANOUTS REQUIRED AT 300' INTERVALS & season following placement of the bituminous base. ALL ENDING POINTS. 7. A test roll of the prepared subgrade shall be performed by the owner 2. SWING TIES TO BE SHOWN ON AS -81"T5 in the presence of a city inspector. The city has the authority to require FOR ALL ENDING POINTS TO ALL DRAINTI LES. additional subgrade correction based on the test roll. 3. OPENINGS IN STRUCTURE FOR DRAINTILE TO 8. Draintile shall be placed along both sides of roadway. See plate 5232 for BE FABRICATED OR CORE DRILLED. details. 4. THIS DETAIL TO BE USED WHEN 2' OR MORE OF EXISTING SOIL SUB CUT IS NECESSARY. WIN TYPICAL t�l,Yt QI7f 4" SUB -SURFACE RESIDENTIAL STREET SECTION DRAINTILE REVISEDA-10 ENGINEERING DEPARTMENT N0' 5200 REVISm.3-09 ENGINEERING DEPARTMENT PLATE No.: 5232 FILE NYE: G: ENG SPE 5200 I IFILE WYEG: SPECS %'SLOPE GRADE MAX LENI.TH � LESS THAN 2% 100 LEFT PROJECT NAME 2 5 % 75 T,LI 3:1 LT 1020 Nor€*: -- w z 10 % 25 FEET SILT Fill PER MNDOT SPEC& S0jRCE 2005 GREATER THAN 20% 15 FEET SEE. SPECS 2573 & 3885 LOCA IT ON Or SILT FENCE 0 70 Proteat Area From _Feet F',•„ of of FOR SEDIMENT CONTROL C2, Maximum ConYrlbalirg A-ea1 Acre 2.0� CLAY LINER I 6' VAR1'�Fc� ABS -E SILT If NEAR TOE OF OPE JIIT5tDE OF !.-. ONS- C -'ON LIMITS(-' � �DIRECTION� 9AM-5PM C(_ATICNv _)F SILT FENCE c II. -E.' -ER CONTROL r� SILT FENCE 1-tD ENGINEERING DEPARTMENT 1 1E NO.: MEG ENG SPECS 530° 5300 i / i O / /ROP 1"-2"WASHED ROCK 2S0• �� o IN I Mar w �� <I I • • VIA lCrMN.DEPTH FOR WOODCHIPS�• _ / •� 18" MINIMUM CUT OFF BERM TO MINIM17E RUNOFFFROM FILTER FABRIC NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. TLE NAME: G ENG"\S('LCS'1,5301 -loll PL CL PL 30' 30' - - 15.5to Back i 15.5' to Back Wear Course to be 1/2" ape AGGREGATE BASE Above Edge of Gutter S\ 3.0% 2.0% d`a* S\opo MNDOT SELECT GRANULAR BORROW 0 w '5 M,o+ 1.5 1 COURSE FILTER AGGREGATE o 7' Draintile / - MNDOT 3149.2H p W 4" Topsoil, Seed 1 1/2"-MNDOT 2360 SPWEB340C f 12" DEEP & Mulch or Sod. N Draintile Tack Coat - 2357 / f- GRACE TO DRAIN Surmountable 2"-MNDOT 2360 SPWEB340C CLAY SUB -GRAD Concrete Curb 4" PERFORATED PIPE 12" -Class 5 Aggregate Base, 100% Crushed NOTCH CLAY SUB -GRADE GEOTEXTILE WRAP (3733, TYPE 1) 24" MNDOT 3149.26 Select FOR PIPE PLACEMENT TRENCH DETAIL Granular Borrow ('See Note 7) Perforated PVC, or Dual Wall smooth interior corrugated -- - - -PE pipe. NOTES 6" CONC. 1. Minimum Right -of -Way Required - 60'. COLLAR 2. Maximum street grade 7.0%. GROUT 3. Minimum street grade 0.75%. PIPE DETAIL AROUND 4. 4.0" Topsoil placed in disturbed areas. PIPE 5. 2 Rolls sod behind curb. NOTES: 6. The bituminous wearing surface shall be placed the next construction 1. CLEANOUTS REQUIRED AT 300' INTERVALS & season following placement of the bituminous base. ALL ENDING POINTS. 7. A test roll of the prepared subgrade shall be performed by the owner 2. SWING TIES TO BE SHOWN ON AS -81"T5 in the presence of a city inspector. The city has the authority to require FOR ALL ENDING POINTS TO ALL DRAINTI LES. additional subgrade correction based on the test roll. 3. OPENINGS IN STRUCTURE FOR DRAINTILE TO 8. Draintile shall be placed along both sides of roadway. See plate 5232 for BE FABRICATED OR CORE DRILLED. details. 4. THIS DETAIL TO BE USED WHEN 2' OR MORE OF EXISTING SOIL SUB CUT IS NECESSARY. WIN TYPICAL t�l,Yt QI7f 4" SUB -SURFACE RESIDENTIAL STREET SECTION DRAINTILE REVISEDA-10 ENGINEERING DEPARTMENT N0' 5200 REVISm.3-09 ENGINEERING DEPARTMENT PLATE No.: 5232 FILE NYE: G: ENG SPE 5200 I IFILE WYEG: SPECS Westwood Professional Services, Inc. 7699 Anagram Drive Eder) Prairie, MN 55344 PHONE 952-937-5150 FAX 952-937-5822 TOLL FREE 1-888-937-5150 www.westwoodps.com I hereby certify that this plan was prepared by me m under, my direct wrpervislar, and that I am a duly horsed PROFESSIONAL INGDUM ung than lame of the �Statee Of bfinmota. Francis FH !� Dale 03/20/12 IdaE>re No. I16 RCVIsionlc 07/14/06 CITY & CLIENT COMMENTS (Jas) 06/30/06 Mill NOTES & DETAILS (AJM) 07/23/07 TYR. LOT DETAIL FOR PHASE 2 GRADING. 09/14/07 RET. WALL GRADE (JAL) 01/30/12 CITY RENEW COMMENTS 03/20/12 CITY REVIEW COMMENTS 0.5' `NGINEERI'. i t)t PAtt,MENr NO.: eSol PROJECT NAME 10:1z 3:1 w w z w z w z RESIDENTIAL SUBDIVISION DEVELOPER- NAME 10' / Z/ of of �I I r of JI 2.0� CLAY LINER I 6' PERMITTED CONSTRUCTION HOURS-MON.-FRI. BENEATH NWL OW ON LOT ! TYPICAL POND SECTION �DIRECTION� 9AM-5PM N.T.S. STREET PROFILE - - - - - - - - - - - - - - - - - - - - MAINTENANCE OR DELIVERIES - - - 0.5' DIRECTION OF FLOW ON STREET OF THESE HOURS. LOT BENCHING CITY OF CHANH{SSEN ENGINEERING DEPARTMENT 952-227-1160 N.T.S. Westwood Professional Services, Inc. 7699 Anagram Drive Eder) Prairie, MN 55344 PHONE 952-937-5150 FAX 952-937-5822 TOLL FREE 1-888-937-5150 www.westwoodps.com I hereby certify that this plan was prepared by me m under, my direct wrpervislar, and that I am a duly horsed PROFESSIONAL INGDUM ung than lame of the �Statee Of bfinmota. Francis FH !� Dale 03/20/12 IdaE>re No. I16 RCVIsionlc 07/14/06 CITY & CLIENT COMMENTS (Jas) 06/30/06 Mill NOTES & DETAILS (AJM) 07/23/07 TYR. LOT DETAIL FOR PHASE 2 GRADING. 09/14/07 RET. WALL GRADE (JAL) 01/30/12 CITY RENEW COMMENTS 03/20/12 CITY REVIEW COMMENTS 0.5' `NGINEERI'. i t)t PAtt,MENr NO.: NOTE Silt fence per MNDOT specifications, source 200, machine sliced woven monofilament, 36" wide fastened to steel T -Posts with 3(501b) tensile strength plastic zip ties per T-Post.(machine sliced) x RUNOFF 1" diameter rock filter T WITH FILTERED WATER SECTION AA t/aet m PVISFG:2 08 %NGINEFTtING DEPAr TMENT PLA'h NO FILE NAME: G. AENG\SPECS\5392 SEDIMENT TRAP AS MANUFACTURED BY WIMCO,LLC.SHAKOPEE, MN., ESS BROS.,LORETTO, MN. OR SIMILAR &Rli r n u< Nn ar ran`ane 21ts1Glf-Lil A� sarrmr. eunruu eni caner rwa ,14. • - Ars .,o m.r-ca sustriartoa y, - moa rem - awr. s.nn m anan.aaa uma era* aArs frRRooca ma n RraaJarar M . r r aamme arsrwa acre sw w. a rc e..a MODEL#CG23 k neneaanr riser arranal r - cram ar n,r is Aastai ar amurgD a - me ae area eer rc mane araraar CURB NOTES: 1. SIGN SHALL HAVE A MINIMUM OF TWO POSTS. �m 2. INSTALL SIGNS AT ALL CONSTRUCTION ENTRANCES. 3. SIGN SHALL HAVE WHITE BACKGROUND WITH BLACK LETTERING. NOTE: 4. LETTER SIZE TO FIT 8' X 6' SIGN. Clean filter media after each rain event and replace if filter is clogged with sediment. Remove debris/sediment from receptacle after each rain event. aTI OF aumm REVILED 2 DB ':LE NAME: G \ENG\S-ES`,5313 ENGINEERING DEPARTMENT PIATE NO_. Preparedfor. cbedm&_ ML Chanhassen Residential Development Partners, LLC Drawn TAI. One Corporate Center III, Suite 300 Record , Driervirling by/dale 7300 Metm Blvd. Edina, Minnesota &5439-2302 calm REVISED-2-OGPLAT NO . ,,,,�„m,.y,,,I ENGINEERING DEPARTMENT FILE NAMED \E'NG\SPECS\5302-9 �"»» The Preserve at Bluff Creek 3rd, 4th, Sth & 6th Additions Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 Latest Revision: 03/20/'12 20031110DTF02.DWG Dates 06/19/06 sheer 8 of 15 Grading Details eSol PROJECT NAME PROJECT DESCRIPTION -A 54 LOT SINGLE FAMILY RESIDENTIAL SUBDIVISION DEVELOPER- NAME PHONE NUMBER CONTACT- NAME PHONE NUMBER 6' PERMITTED CONSTRUCTION HOURS-MON.-FRI. 7AM-6PM SATURDAY 9AM-5PM ABSOLUTELY!I! NO CONSTRUCTION ACTIVITY, MAINTENANCE OR DELIVERIES ALLOWED ON SITE OUTSIDE OF THESE HOURS. CITY OF CHANH{SSEN ENGINEERING DEPARTMENT 952-227-1160 NOTE Silt fence per MNDOT specifications, source 200, machine sliced woven monofilament, 36" wide fastened to steel T -Posts with 3(501b) tensile strength plastic zip ties per T-Post.(machine sliced) x RUNOFF 1" diameter rock filter T WITH FILTERED WATER SECTION AA t/aet m PVISFG:2 08 %NGINEFTtING DEPAr TMENT PLA'h NO FILE NAME: G. AENG\SPECS\5392 SEDIMENT TRAP AS MANUFACTURED BY WIMCO,LLC.SHAKOPEE, MN., ESS BROS.,LORETTO, MN. OR SIMILAR &Rli r n u< Nn ar ran`ane 21ts1Glf-Lil A� sarrmr. eunruu eni caner rwa ,14. • - Ars .,o m.r-ca sustriartoa y, - moa rem - awr. s.nn m anan.aaa uma era* aArs frRRooca ma n RraaJarar M . r r aamme arsrwa acre sw w. a rc e..a MODEL#CG23 k neneaanr riser arranal r - cram ar n,r is Aastai ar amurgD a - me ae area eer rc mane araraar CURB NOTES: 1. SIGN SHALL HAVE A MINIMUM OF TWO POSTS. �m 2. INSTALL SIGNS AT ALL CONSTRUCTION ENTRANCES. 3. SIGN SHALL HAVE WHITE BACKGROUND WITH BLACK LETTERING. NOTE: 4. LETTER SIZE TO FIT 8' X 6' SIGN. Clean filter media after each rain event and replace if filter is clogged with sediment. Remove debris/sediment from receptacle after each rain event. aTI OF aumm REVILED 2 DB ':LE NAME: G \ENG\S-ES`,5313 ENGINEERING DEPARTMENT PIATE NO_. Preparedfor. cbedm&_ ML Chanhassen Residential Development Partners, LLC Drawn TAI. One Corporate Center III, Suite 300 Record , Driervirling by/dale 7300 Metm Blvd. Edina, Minnesota &5439-2302 calm REVISED-2-OGPLAT NO . ,,,,�„m,.y,,,I ENGINEERING DEPARTMENT FILE NAMED \E'NG\SPECS\5302-9 �"»» The Preserve at Bluff Creek 3rd, 4th, Sth & 6th Additions Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 Latest Revision: 03/20/'12 20031110DTF02.DWG Dates 06/19/06 sheer 8 of 15 Grading Details loll c2006 Westwood Professional Services, Inc. Hs. STA T - 9n2e HP- A = 11+ 25 PM 5!A = ,4+8 PM EIEV _ 9e28r . - ,ate 415 ,E E - 9r7.R9 LP STA _ g+p4g1 PN SIA PN E1 - 924.9 A00 . - J.]9 x - n.23 NY, .-.. HP. nA - 7+8.73 M SiA-7+0 PN El£V - 93L9 22+00 21+00 20+W 19+0 16+00 17+00 16+00 15+00 14+W 13+00 12+00 11+00 10+00 9+00 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 RIVER ROCK DRIVE NORTH N.P. ELEV -93Z91 H.P. STA = 5174.27 PN STA = 5+40 PN EIEV = 934.50 0.D.= &95 K 19.01) - 17V VC PM STA = 3+60 AD. _ -2.82 PM ELEV = 923.20 N u A.D.= 5.02 � + o K = 37.05 m $ m 186• VC LP. ELEV = 920.96 E n LP. 5 A = 1+53.53 a _ am PM STA = 1+65 r n n r 5 PM ELEV - 92075 5 r AD.= 2.00 � K - 44.92 W PM STA = 2+89.03 a -90 . Vc PM = m n r o 0 n 6». _ K = 1903. 1 1 N.P. ELEV -93Z91 H.P. STA = 5174.27 PN STA = 5+40 PN EIEV = 934.50 0.D.= &95 K 19.01) - 17V VC NW 2+00 3+00 4+00 5+00 6+00 7+00 BETHESDA CIRCLE W Westwood Professional Services, Inc. 7699 Anagram Drive Eden Prairie, MN 55344 PHONE 952-937-5150 FAX 952-937-5622 uu��.�..��.. .�.�.��� TOLL FREE 1$86.937-5150 Bn.7twwaa www.vvestwoodps.com I hereby certify that this plan weft prepared by me w under my direct supervision and that I am a duly licensed PROFESSIONAL DA7 EbR 890w 0+00 1+00 2+00 3+00 PEMBROKE PASS ENGINHBR under the lawn of the State of Wnnwot& 07/14/06 CITY & CLIENT COMMENTS (JAS) 04/11/07 STR. GRD. RIMER ROCK S U J1 07/23/07 RAISED SITE 09/14/07 RET. WALL GRADE (JAL) Francis D Flagon U, RK , 10/11/07 RIVER ROCK DR. N. CHANGES (CWG) DOC 0/30/U Lia W IM6 01/30/12 GTY REVIEW COMMENTS PM STA - 5+17.02 PM EIEV - 924.63 &D. = -3.29 K = 27.35 90, 0 + o 1+00 2+00 3+01' 4+00 5+W 64W DEGLER CIRCLE n JAS Prepared for. R -L Chanhassen Dmw= BAT Fatwd Dmwing by/ DARN SLBE 87000 0+00 Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 H.P. EUN - 905.30 H.P. 51A 1+20.98 PN STA = 1+60.47 PN EIEV - 907.42 AD. _ -10.04 K - 19.92 1+00 2+00 1+00 4+W 5+W 6+00 7+1 RIVER ROCK DRIVE SOUTH 1+00 2+00 3+00 4+00 ELLENDALE LANE Residential Development Partners, LLC One Corporate Center III, Suite 300 7300 Metro Blvd. Edina, Minnesota 55439-2302 PM STA = 1+15.50 PM ELEV 91&27 AD. = 2.21 K - 40.66 90, tC n 'm, 0 N t n d ri ri � m u w� u a DATUM 6L6Kw� 8D0m r 0+W The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions Chanhassen, Minnesota PM STA - 3+16.36 PM ELEV = 928.73 AD. _ -2.82 N u vc � + o O m $ m t E n I + a _ am 5 a r n n r 5 y w s 5 r w � Q W PM STA = 2+89.03 a PM = w S a ADD- . _ -5.]3.73 6». _ K = 1903. NW 2+00 3+00 4+00 5+00 6+00 7+00 BETHESDA CIRCLE W Westwood Professional Services, Inc. 7699 Anagram Drive Eden Prairie, MN 55344 PHONE 952-937-5150 FAX 952-937-5622 uu��.�..��.. .�.�.��� TOLL FREE 1$86.937-5150 Bn.7twwaa www.vvestwoodps.com I hereby certify that this plan weft prepared by me w under my direct supervision and that I am a duly licensed PROFESSIONAL DA7 EbR 890w 0+00 1+00 2+00 3+00 PEMBROKE PASS ENGINHBR under the lawn of the State of Wnnwot& 07/14/06 CITY & CLIENT COMMENTS (JAS) 04/11/07 STR. GRD. RIMER ROCK S U J1 07/23/07 RAISED SITE 09/14/07 RET. WALL GRADE (JAL) Francis D Flagon U, RK , 10/11/07 RIVER ROCK DR. N. CHANGES (CWG) DOC 0/30/U Lia W IM6 01/30/12 GTY REVIEW COMMENTS PM STA - 5+17.02 PM EIEV - 924.63 &D. = -3.29 K = 27.35 90, 0 + o 1+00 2+00 3+01' 4+00 5+W 64W DEGLER CIRCLE n JAS Prepared for. R -L Chanhassen Dmw= BAT Fatwd Dmwing by/ DARN SLBE 87000 0+00 Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 H.P. EUN - 905.30 H.P. 51A 1+20.98 PN STA = 1+60.47 PN EIEV - 907.42 AD. _ -10.04 K - 19.92 1+00 2+00 1+00 4+W 5+W 6+00 7+1 RIVER ROCK DRIVE SOUTH 1+00 2+00 3+00 4+00 ELLENDALE LANE Residential Development Partners, LLC One Corporate Center III, Suite 300 7300 Metro Blvd. Edina, Minnesota 55439-2302 PM STA = 1+15.50 PM ELEV 91&27 AD. = 2.21 K - 40.66 90, tC n 'm, 0 N t n d ri ri � m u w� u a DATUM 6L6Kw� 8D0m r 0+W The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions Chanhassen, Minnesota PM STA - 3+16.36 PM ELEV = 928.73 AD. _ -2.82 K = 31.95 vc o n m $ m t E n m > u n n r 5 y w s 5 r � e 1+00 2+00 3+DO 4+00 ERSEY WAY Latest Revision 01/30/12 2003111 OD TF06. DWG 1 Date 06/19/06 sheet 10 OF 15 Grading Profiles fH as o 2006 Westwood Professional Services, Inc. 1 INTRODUCTION This document presents a Storm Water Pollution Prevention Plan (SWPPP) for The Preserve at Bluff Creek 3rd -6th Additions in Chanhassen, Minnesota. The site is located at the southeast intersection of Lyman Boulevard and Audubon Road. The SWPPP is prepared in accordance with the National Pollutant Discharge Elimination System (NPDES) regulations as established by the Clean Water Act. This report shall be on the site at all times during construction. The owner must also keep this SWPPP on file for three years after submittal of the Notice of Termination. The following are outlined in this SWPPP: – Existing site conditions – Proposed site conditions – Control measures for storm water pollution prevention during construction – Control measures for storm water pollution prevention after construction – Inspection and maintenance procedures 2 EXISTING SITE CONDITIONS The site consists predominately of Type "B" soils; however, Type "A", "C" and "D" also exist in smaller areas within the site boundary. Curve numbers were obtained from "Technical Release 55: Urban Hydrology for Small Watersheds." For existing conditions, curve numbers ranging between 60 and 81 were used for variable conditions extending from woodlands to contoured and terraced row crops in good hydrologic condition, respectively. During pre–developed conditions, all of the storm water entering the site is conveyed towards Bluff Creek. Therefore Bluff Creek was used as the design point to determine the rate of runoff from the project as well as areas to the east. Refer to the drainage map for its location. 3 PROPOSED SITE CONDITIONS For proposed conditions, a broader reach of curve numbers were used to model the site. These curve numbers ranged from 60 for woodlands to 100 for open water. Most of the site was modeled with a curve number of 75 for 1/4 acre residential lots with Type "B" soils. The remainder of the disturbed portion of the site was assigned a curve number of 98 for paved roads and roofs. Curve numbers remained unchanged for undisturbed areas. Three NURP ponds are incorporated into the development. The third NURP pond (P-3) located on the southeast portion of the property is being designed by a separate consulting firm to accommodate area within the site as well as runoff from upland areas east and west of the site boundary. The runoff from the upland areas will be conveyed to the site through a subsurface drainage network located beneath the city collector street. All of the storm water treatment ponds propose to convey treated runoff to Bluff Creek an Impaired Water. Pond P-1 sends runoff to an adjacent wetland located to the north via a concrete pipe. The wetland conveys this treated runoff to the creek. Pond P-2 WATER QUALITY VOL. DISCHARGE RATE (CFS)** conveys runoff to an adjacent wetland located to the west through a concrete pipe. In turn, the wetland carries this treated runoff to the creek. By Others Wetland Basin W–A collects storm water from rear yard drainage as well as upland area further east of the site. In the event of a large storm, treated runoff would be conveyed overland to the south. The collector street would carry the overflow to treatment pond P-3. Below is a summary of the increase in impervious surface for The Preserve at Bluff Creek 3rd -6th Additions: EXISTING PROPOSED ULTIMATE 0.0 AC. 14.1 AC. 14.1 AC. W Westwood rrotesiom,l Services, Irw_ 7699 Anagram Drive Eden Prairie, MN 55344 PHONE 952-937-5150 FAX 952-937-5622 � TOLL FREE 1-986-937-5150 a1111111astwoo J www.westwoodiIa mm I hereby astlEy that this plan wn prepared by me w under my direct wpervid= and that I am a duly hommd PROFESSIONAL ENGINEERseder the /h/gym of the Ste of blllinnneeeda Francis A Hagen U, PH Doha 03/20/12 1ieeme Na IM6 The storm water treatment pond on site has been designed to meet or exceed NPDES standards. The table below summarizes the results. NPDES PERMI T PERMANENT POOL (AC–FT) REQUIRED (MIN) PROVIDED POND P-1 0.6 AF 1.0 AF POND P-2 1.1 AF 1.7 AF POND P-3 By Others WATER QUALITY VOL. DISCHARGE RATE (CFS)** REQUIRED (MAX) PROVIDED POND P-1 2.3 CFS 1.3 CFS POND P-2 4.1 CFS 1.8 CFS POND P-3 By Others ** Min = 5.66 cfs per Acre of Pond Surface Area. 4 STORMWATER POLLUTION PREVENTION BEFORE AND DURING CONSTRUCTION The following storm water pollution prevention measures are shown in the plans and shall be implemented prior to construction: – Install silt fence around the perimeter of areas to be graded as shown on the grading and erosion control plan. – Contractor to notify the SWCD once silt fence is installed prior to grading commencing, and also 24 hours prior to the installation of the rain garden areas. – All temporary stockpiles must have silt fence around them to trap sediment. – Construct gravel construction entrances at field entrances to the site. – Inlet protection is to be provided for all storm water inlets. – These are the minimum anticipated Best Management Practices. As site and climatic conditions change so might the necessary BMPs. The following storm water pollution prevention measures are shown in the plans and shall be implemented during construction: – Phase grading work to minimize the duration that any disturbed soil is exposed. – Place wood fiber blanket on all steep slopes (3:1 or steeper) – Place minimum 6 inches of topsoil over areas when grading is complete. – Place minimum 1-1/2 tons/acre of straw on all areas after reaching final grade with topsoil and anchor straw with either a straight disk or netting. – Seed and mulch or place sod on all disturbed areas within the following time frames: – Slopes greater than 3:1 – within 7 days – Slopes from 10:1 to 3:1 – within 14 days – Slopes flatter than 10:1 – within 21 days – Mulch shall be MnDOT 2575 Type I applied at 2 tons/acre. – Seeding following general mass grading activities shall be MnDot 250GR applied ® 70 lbs/ac unless specified otherwise. – Protect disturbed areas, including stockpiles, that are not completed but will remain inactive for greater than 14 days with mulch, plastic sheeting, or temporary seeding – Locate stockpiles a minimum 100 feet from catch basin inlets, ponds, and site drainage routes – All inlet protection devices shall be installed within 24 hours of installation. – All outlets shall be furnished with energy dissipating devices per plan. – Concrete trucks will utilize the concrete washout area shown on the plans to wash and rinse their equipment prior to leaving the site. After concrete work is complete, any remaining debris will be collected and removed from the site – Remove any sediments that have been tracked onto public streets within 24 hours – Removed any spill of fuel, oil, or other chemical immediately upon detection – Collect all construction debris in dumpsters and roll–off boxes – Store construction materials in an orderly manner – Inspect pollution control measures as specified in Section 6 – Repair silt fences, inlet protection gravel construction entrances and other erosion and sediment controls as needed. Revisions 07/14/06 CITY &CLIENT COMMENTS (JAS) 09/14/07 RET. WALL GRADE (JAL) 01/30/12 CITY REVIEW COMMENTS 03/20/12 CIN RENEW COMMENTS Dewatering or basin drainage must be discharged to a temporary or permanent sediment basin. If not possible other adequate BMPs shall be used. All dewatering plans must be submitted to the city for approval and the city must be contacted prior to commencement of dewatering activities. 5 STORMWATER POLLUTION PREVENTION AFTER CONSTRUCTION The following storm water pollution prevention measures will be implemented after construction by the contractor: – All disturbed areas without permanent impermeable surfaces will be vegetated for final stabilization. See specifications for permanent seed mixtures. – Silt fence, inlet protection and other erosion and sediment control devices will be removed after vegetation is established Storm water catch basins, manholes, pipe, and ponds will be maintained by the City of Chanhassen in accordance with their Storm water Management Plan once project has been accepted by the City. – Stabilization by uniform perennial vegetative cover (70% density) – Drainage ditches stabilized – Clean out sediment from conveyances and sedimentation basins (return to design capacity) – Distribute homeowner factsheet to builders and homeowners – Submit notice or termination 6 SWPPP INSPECTIONS Inspections shall be conducted every seven days or within 24 hours after a rainfall event exceeding 0.5 inches. The following shall be completed during each inspection: – Record date and time of inspection – Record rainfall records since most recent inspection – Inspect the site for excess erosion and sedimentation – Inspect site for debris, trash and spills – Inspect temporary erosion and sedimentation control devices – Inspect construction entrances for sediment tracking onto public streets – Record recommended repairs and modifications to erosion and sediment controls – Recommend any necessary changes to this SWPPP – Record repairs and modifications implemented since previous inspections – Inspect the adjacent streets and curb and gutter for sediment, litter, and construction debris. The following guidelines will be used to determine if pollution control devices require maintenance, repair, or replacement: – If sediment control devices such as silt fence are filled to 1/3 of the height of the fence, the contractor shall remove all sediment within 24 hours of detection or notification. – If inlet protection devices appear plugged with sediment, are filled to 2/3 capacity, or have standing water around them,the contactor shall remove the sediment and clean or replace the filter within 24 hours of detection or notification. – If the gravel construction entrances are filled with sediment the contractor shall either replace the entrance or add additional gravel within 24 hours of detection or notification. – If sediment from the site is observed on adjacent streets or other properties, the contractor shall remove the sediment within 24 hours of detection or notification. – If sediment from the site is observed on adjacent streets or other properties, the inspector shall identify the source and discharge location of the sediment and instruct the contractor to implement additional erosion and sediment controls at those locations to prevent future discharges. – If building materials, chemicals, or general refuse is being used, stored, disposed of, or otherwise managed inappropriately, the contractor shall correct such defects within 24 hours of detection or notification. – If excessive sediments or debris are observed at the flared end section outfalls, the inspector shall determine the source and discharge locations of such materials. If the discharge has occurred on the property, the contractor shall remove the sediments and debris within 24 hours of notification and correct the source of such materials as directed by the inspector. – If sediment from the site is observed to be discharged from the site, the MPCA will be notified the same day. – Other at the discretion of the inspector or contractor. – Sediment basins drained and sediment removed when reaches 1/2 storage volume; within 72 hours – Sediment removed from surface waters within 7 days Prepared for. Dsipad: IAL/JAS Cbedw&IAL._ Chanhassen Residential Development Drawer -_—._.. IAS One Corporate Center III, Suite 300 Remd omWag y,/daft 7300 Metro Blvd. Edina, Minnesota 55439-2302 The owner or an alternate will conduct the inspections as specified in this SWPPP. Alternates will include individuals to be designated by the owner and may include contractor personnel or other qualified individuals and shall be listed below. TITLE COMPANY NAME CONTACT NUMBER OWNER Chanhassen Residential Development Partners, LLC Todd Baumgartner 952-897-1707 CONTRACTOR S.M. Hentges & Sons Inc. Gary Zajac 952-492-5700 AL TERNA TE TBD... WESTWOOD Francis D. Hagen 11 952-906-7483 CARVER COUNTY Partners, LLC 7 ADDITIONAL CONTACT INFORMATION 8 HOME BUILDING PHASE All requirements of the SWPPP and the following storm sewer pollution prevention measures shall implemented by home builders 1. Back–of–Curb Down Gradient Erosion Control shall be installed prior to basement/foundation excavation. (Back–of Curb Down Gradient Erosion Control may be removed for a time period no longer than 48 hours for building excavation and for final grade prior to sod) 2. Rock Entrances shall be installed prior to basement/foundation excavation. 3. All storm drain inlets that receive discharge from the lot under construction shall be protected prior to basement/foundation excavation. 4. Perimeter Erosion Control shall be installed prior to basement/foundation excavation if adjacent lots, open areas, wetlands, or storm ponds are at final stabilization. 5. A Concrete Washout Area shall be constructed on site with the proper BMP erosion control provisions. 6. Streets shall be swept a minimum of once a week or when dirt is tracked on to road, except during frozen ground conditions. 7. Rock Entrances shall be installed for off street access to vacant lots for purposes of storing materials, setting dumpsters or parking. 8. All BMPs shall be maintained until final lot stabilization. 9. BMPs may not be in place due to frozen ground conditions, but shall be installed after spring thaw. See the Amended SWPPP update for Parts C1 & C2 The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions C11anbassen, Minnesota Latest Revision: 03/20/12 200311105WF01. DWG Date 06/19/06 sheet 12 of 15 SWPPP Narrative NAME CONTACT NUMBER MPCA Duane Duncanson 651-296-7072 CITY OF CHANHASSEN Paul Oehme 952-227-1169 WESTWOOD Francis D. Hagen 11 952-906-7483 CARVER COUNTY Chip Hentges 952-442-5101 8 HOME BUILDING PHASE All requirements of the SWPPP and the following storm sewer pollution prevention measures shall implemented by home builders 1. Back–of–Curb Down Gradient Erosion Control shall be installed prior to basement/foundation excavation. (Back–of Curb Down Gradient Erosion Control may be removed for a time period no longer than 48 hours for building excavation and for final grade prior to sod) 2. Rock Entrances shall be installed prior to basement/foundation excavation. 3. All storm drain inlets that receive discharge from the lot under construction shall be protected prior to basement/foundation excavation. 4. Perimeter Erosion Control shall be installed prior to basement/foundation excavation if adjacent lots, open areas, wetlands, or storm ponds are at final stabilization. 5. A Concrete Washout Area shall be constructed on site with the proper BMP erosion control provisions. 6. Streets shall be swept a minimum of once a week or when dirt is tracked on to road, except during frozen ground conditions. 7. Rock Entrances shall be installed for off street access to vacant lots for purposes of storing materials, setting dumpsters or parking. 8. All BMPs shall be maintained until final lot stabilization. 9. BMPs may not be in place due to frozen ground conditions, but shall be installed after spring thaw. See the Amended SWPPP update for Parts C1 & C2 The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions C11anbassen, Minnesota Latest Revision: 03/20/12 200311105WF01. DWG Date 06/19/06 sheet 12 of 15 SWPPP Narrative 2006 Westwood Professional Services, Inc. ¢¢ 1 1 ac I m 1 m t f q q m m ! - }} m�.rr ^r. i x mo BILI fJIAiD-741 iA m� V --.�•� __._...,I' M1 �y m F • . 1 / { j1 { ¢! f It t I * ` fi / , �� h� _ O♦ •.,,,.,, \ b ii 04�- \- J _•✓ t d' n // + III cy j � l 4{ j jI �� i ( � � J � 1 �O � � ^ � qh" mh• \ x~ _..-...--"` -_ � � � ��� ��� j/t / mso `V4' _ m j f 'ry) VRi4,Vk .... ` j � �, j �•� P.0 � [ J f' / � /" -^� \ \ \2�'`�— -.-�/ � ``` � °"^..,' '� o L/'' � � � / m I _ s J \�.._-.,,••�� >��,._ ' IY _ -'� / e. •"`.. -95A aC - 3{ ( � ALII_I'fV'1� � :... � � � � \ � / f 1 � �� •�i (� 777 ( � � I .-'- - ---•-- �'. �.-=.n,_.., ...--9�_ �—' .�� - 11 / -.-- I- ---\ , \\� m � \ �~ _.,, ""k'�-...,.. xm ( ! 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A � ,,`,�- • � � � L . _ . - - .. � �u_..._.. .._/'. ® . � , , �, ✓�,r� �_ .�-`'/ /,�: � -gip Latest Revision 01/30/12 � , � } 4 / ,.-- � '� ♦ % / --\ `.^,. --.. --- ------------ rf 20031110SWF02.DWG »a + r_ The Preserve t� 06 19 i /06 Sheet 13 of 15 at Bluff Creek W Westwood Professional Services, Inc. I rest s certify that this plan wm dulyPrepared se me or uncle my Prepared fOT: 7699 Anagram Drive dicot supervision and that l am a duly licensed PROFESSIONAL na.r� tew>Ies r— SWPPP Eden Prairie, MN 55344 ENGINEER under the laws of the State Of D'linn®nta. 07/14/06 CITY t CLIENT COMMENTS (JAS) 09/14/07 RET. WALL GRADE (JAL) JAL n Residential Development Partners, LLC 3rd, 4th, 5th PHONE 952-937.5150 a 01/30/12 CITY RENEW COMMENTS & 6th Additions FAx 952-937-5822 � �/ � nkmw¢ TAS. One Corporate Center III, Suite 300 Pre -Development TOLL FREE 1-SW937-5150 Francis Q Hagen II, FH YYestviiood www.westwoodps.com Doc 01/30/12 Licmee No. 19716 >�a ons �/ Eaina,'IV Minnesota &%39-202 Chanbassen, Minnesota Drainage Area Map c2006 Westwood Professional Services, Inc. 0 )_7> > ! t���.x r v_� / M1� 1�/ DR —4P AleA-T. 6 aVILLI AIN Li V_ 15 1197 13 14 ip, *EnAND-7 931 46g -5 _�PC�AIE>4-3 By 9.1F (313 t4 4 V7• X, 9 4 *ETL4AD-,V W9.3 _qj 2 POND 9 r ryQ 7ti PROP. 100 -YR. 'LOO13 PLAIN BOUNDARY V) U -4, 6.1 'P41' 0 V so T 42 1* 2 DRA-1P *En.AAD-2- OU7;,PTA AREA,*47.7 ac WE7L4W -5 m m 41" �d_ 4R.L#:F aim( CC 0 0- X- oft % 0) 100' 200' 300' Latest Revision: 01/30/12 ------- 200311105 WF03.DWG Date 06/19/06 sheet 14 of 15 The Preserve Westwood Professional Services, Inc I hereby certify that this plan was prepared by me or under myReffisiolm Prepared for. at Bluff Creek 7699 Anagram Drive direct supervision and that I = a duly licensed PROFESSIONAL 1011111111KIIIIIII: JAUJAS Eden Prairie, IVIN 55344 ENGINEM under the lam of the State of b4innewbi. 07�4�06 CITY & CLIENT COMMENTS (JAS) SWPPP 14 07 17F WALL GRADE (JAL) TAL 09 RE n Residential Development Partners, LLC 3rd, 4th, 5th PHONE 952-937-5150 01/30/12 CITY REVIEW COMMENTS FAX 952-937-5822 OA.�_ ' tic — Dnmgc JAS One Corporate Center IH, Suite NO Post -Development TOLLFREE 1-8W937-5150 ftwlds DLHAgen IL PIL Rmwed 10myring by/dote 7300 Metro Blvd. & 6th Additions We dwood www.westwoodps.com Data 01/30/12 Uatat,,e No. 17716 Edina, Minnesota 55439-2302 Chanhassen, Minnesota Drainage Area Map F 0 U x o_ N v 0 0 N ti ON ON .11 --) 2006 Westwood Professional Services, Inc. NOTE: BOTTOM FABRIC IS BURIED IN TRENCH AS IT Via, v 4 � o n O O tD EXTRA STRENGTH FILTER FABRIC TYPE 11 - ADD WIRE MESH BACKING TYPE tll - AND ADD DD HAE ME H E MESH Y BALES � OW STEEL OR BACK OF SIDEWALK BACK OF CURB IS WHEN INSTALLED AS o / BURLAP SACKS TO W 1' .a _ ,_/_� SILT FENCE. MAXIMUM--- a _ OVERLAP ONTO CURB WOOD POST DISTANCE BETWEEN POSTS a"' m - / CURB INLET - IS 4'. AN ADDITIONAL" POST MAY BE ADDED TO i 3��� BLANKETEACH SPEC. 3885 ` _ = o �e P MATS/BL NKETS + ++ + * + + + + SHOULD BE + i : 4 10'-0 MAX. SPACING WITH �� WIRE SUPPORT FENCE ALL STORM SEWER 'TRACKING' WITH MACHINERY ' ��- O� RUNOFF + INSTALLED Fll TAMP DIRT 6'-0' MAX. SPACING WITHOUT PARE SUPPORT FENCE INLETS SHALL HAVE THE INLET SEDIMENT FILTER 4" x 4' IF CH B OVER EROSION CONTROL UP AND DOWN THE SLOPE \ _ s PROVIDES GROOVES THAT �" j �G� VERTICALLY OVER T BLANKET OOYYNSLOPE ' ♦ INSTALLED IMMEDIATELY (SPEC 3�S) �'t WILL CATCH SEED, RAINFALL RUQ SPILLWAY b PONDING HEIGHT 9' MAX AFTER AND REDUCE RUNOFF. � \ RECOMMENDED M/ry7MU / r e FILTER FABRIC, STORAGE HEIGHT INSTALLATION.A y TRACKING / M CATCH BASIN , i J ATTACH SECURELY STEEL OR TO UPSTREAM 4' MINIMUM ' PONDING HEIGHT 12. 36" HIGH MAX SIDE OF POST. 21 19 WOOD OR METAL STAKE �NDBAGS , WOOD POST RUNOFF RUNOFF �I 4"-24 STACKED TIGHTLY. ' \ , GLOM 12" MIN. STRAW OR WOOD FIBER V OR 12" DIA. ROLL ENCLosm 12' MINIMUM F1L�R 4" , 4 PBO WPTEIL t FILTER FABRIC TINGMIN. PLASTIC OR POLYESTER NETTIR". 11 GA STAPLES SPACED 1' 0" ON CENTER 3O l P 1"-2" WASHED ROCK PLAN VIEW O r \' RCE ' 4"x6" TRENCH 12" MIN. - WITH COMPACTED g" NOTE. a \ BACKFILL GRAVEL 2" X 2" X 1g' LONG WOODEN STAKES DRIVE IHRoucal 6' MIN 1 _ PLACE TYPE T( SLOPING e STANDARD DETAIL NETIING AND FIBER. ROLL 3 STREERB GENTLY SEGMENTS, WHERE , TRENCH WITH NATIVE BACKFILL ALTERNATEDETAIL WATER CAN POND AND ALLOW SEDIMENT TO TRENCH GRAVEL MAXIMUM 1 SEPARATE FROM RUNOFF. NOTE: POINT "A" MUST [1E HIGHER THAN POINT "B" TO ENSURE 7Hgr WATER FLOWS OVEVER THE DIKE ANDNDTYPIC NOT ARolxtO THE ENDS 2. SANDBAGS OF EITHER BURLAP OR WOVEN AL SLOPE ` SOIL STABaIZATKkI NON -WOVEN GEOTEXTILE 1. INSPECT AND REPAIR FENCE AFTER EACH GROOVES WILL CATCH 'G=OTEXTILE' FABRIC, ARE FILLED WITH GRAVEL ISOMETRIC NEW FILTER FABRIC UNDER STORM EVENT AND REMOVE SEDIMENT WHEN BIOROLL BLANKET SYSTEM SEED, FERTILIZER, MULCH, LAYERED AND PACKED TIGHTLY. TYPICAL TREATMENT NOTE NECESSARY. ( TYPE 3 SPEC. 3889) RAINFALL AND DECREASE i NOTE, WET SLOPE LINING RUNOFF. ROCK CONSTRUCTION ENTRANCE SHOULD BE NT 3. LEAVE A ONE SANDBAG GAP IN THE TOP ROW 1. SLOPE SURFACE SHALL BE FREE OF ROCKS, TEARY 2. REMOVED SEDIMENT SHALL BE DEPOSITED CE $ET FENCE LBLANKET Sl ACE 'WA �, A MINIMUM HEIGHT OF AND CONTAIN MAXIMUM SDE SLOPES OF 4:1. ,T TO PROVIDE A SPILLWAY FOR OVERFLOW. 4. INSECT BARRIERS AND REMOVE SEDIMENT � AM GUTTA CLODS, STICKS AND GRASS. MATS/BLANKETS SHALL HAVE GOOD SOIL CONTACT SON BLANKETS ��i�EM TO AN AREA THAT WALL NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED. SED�E?iT SYSTEM CDNrouR FURRows (ALL GLOATS 4:1 [ROCK F]ITRApCt AFTER EACH SERS EVENT. SEDIMENT AND SEDAQIT BAf 2. LAY BLANKETS LOOSELY AND STAKE OR MATS SLOE SLT FENCE OR GRAVEL MUST BE REMOVED FROM THE STAPLE TO MAINTAIN DIRECT CONTACT WITH NSTALLA710N 3. SILT FENCE SHALL BE PLACED ON SLOPE TRAVELED WAY IMMEDIATELY. THE SOIL DO NOT STRETCH CONTOURS TO MAXIMIZE PONDING EFFICIENCY. W Westwood Professional Services, Inc. 7699 Anagram Drive Eden Prairie, MN 55344 PHONE 952-937.5150 FAX 952.937-5622 TOLLFREE 1 888-937-5150 www.westwoocips.com I hereby certify that tbia plan was prepared by me m under my direst supervision and that I am a duly licensed PROFESSIONAL EN@IHOt under the lam of the Stale of Minnesota. DOE 01/30/12 ,•1eeaeae x& 17M Reviews 07/14/06 CITY a CLIENT COMMENTS (JAS) 08/30/06 NOTES k DETAIL PLATES (AJM) 09/14/07 RET. WALL GRADE (JAL) 01/28/10 2010 SWPPP UPDATE (CWG) 01/30/12 CITY RENEW COMMENTS f: 22 EXISTING CURB OVERFLOW IS ! OF THE CURB BOX HEIGHT DEFLECTOR PLATE IF (EIGHT r TOP IBLY CURB HIGH-FLOW FABRIC WINCO ROAD DRAIN CG -23 HIGH FLOW INLET PROTECTIDN CURB AND GUTTER MODEL OR CITY APPROVED EQUAL. IM ET PROTEC" AFTER PAYMG 11, A CLASS I u .IWI00. RIP RAP _ a� CN N6 m� G M1Ati:b V4o0 �.� 0 +tlr.00a G 0. PLACE FILTER FABRIC UNDER ROCK A VIEW LOOKING UPSTREAMy lit _mam nam qd s3¢• a3 VK' �. ba�Gt mroaH:c:buo �m E. na��t) n:wao> .y r'� qe S Elio 6 �a rev KEY STONE INTO THE DITCH BANKS eo 3b , `E Oab. - soma"mmm _ �mn tl� mnga.go p,� p `P.¢ :�,euaao2o D „isoe.. TR. AND EXTEND IT BEYOND THE ABUTMENTS av amG om °Q A MINIMUM OF 18" TO PREVENT OVER EF ## kab. Awa-wwmb 4•m` 5 kw mmmmb�4 FLOW AROUND DAM.' c� mmp� ,.:ma.:.;:e p� a m%a:e< (L b Yea �9 v Y mmybmhmm t'p �m �jtl., ab4ga� �sy F' 9c(ii am bb F Lo [�� nrinwaa 8 a y C mmmewa;_m rc y d ba�bmq as d$` abamaama,� 4 sg ammie$ a a g a aT SECTION A — A O 'L' = THE DISTANCE SUCH THAT POINTS 'A' AND 'B' ARE OF EQUAL ELEVATION. POINT 'A' POINT 'B' '- w F k ag �aec�",�a'?�h •$ i a k�5 w � SPACING BETWEEN CHECK DAMS a$ a a �W451 A 1MPORMY 'P E� ,1 j} ,5 RCP OUTLETS 3 ROCK CHECK DAM FEBRUARY 2004 -�'` j`�"=j +�� 1`�r vUl L�1 0' 150' 300' 450 Prepared for. Essen Residential Development Partners, LLC One Corporate Center III, Suite 300 7300 Metro Blvd" Edina, Minnesota 55439-2302 The Preserve at Bluff Creek 3rd, 4th, 5th & 6th Additions Chanhassen, Minnesota YJ Latest Revision: 01/30/12 20031110SWFO4.DWG Date: 06/19/06 sheet: 15 of 15 Standard SWPPP Construction Details and Phasing Date: WE Re: Westwood TRANSMITTAL July 30, 2014 CITY OKHANHA&1P RECEIVE[` JUL 31 2014 CHANHASSEN PLANNING DEFT Westwood Protessiorwl Services 7699 Mxryam Drive Eden Rairie, MN 55344 MAix 952-937-5150 sax 952-937-5822 LOLL sass 1-888.937-5150 EMAIL Mops@wp51WWdm.0 www.westwondm.mm Preserve @ Bluff Creek 6th Addition: Submission for Final Plat Review File R0004181 To: Kathryn Aanenson City of Chanhassen 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 From: David Hempel Items: No size sets and 1- 8-1/2"x11" reduced set of the Final Plat for The Preserve at Bluff Creek 6th Addition set of the Lot -by -Lot area tabulations set storm sewer drainage calculations and area maps USB flash drive of Final Plat (tiff), Construction Cost Estimate and Digital copy of the legal description. full size sets of Utility and Street Construction Plans and Specifications, Purpose: For your approval Remarks: The application and application fee will be submitted by the Developer under separate cover. We respectfully request that this project be placed on the agenda of the September 22nd, 2014 meeting of the City Council for review and approval of the Final Plat for the Preserve @ Bluff Creek 6th Addition. Please call and let us know if there is anything else you may need or if our assumption on the schedule for approval is incorrect. Delivery: Hand Deliver cc: File; Todd Baumgartner, Chanhassen Residential Development Partners, LLC