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4.7. SR 08-19-2019 EGty1� ,.,�� Request for Action River To Item Number Mayor and City Council 4.7 Agenda Section Meeting Date Prepared by Consent August 19, 2019 Jenna Fabish, P.E.,Assistant City Engineer Item Description Reviewed by Lions Park Drive Reconstruction Right of Way Justin Femrite, P.E.,Public Works Director Acquisition and Accepting Quotes Reviewed by Cal Portner, City Administrator Action Requested ■ Approve,by motion, the right of way acquisition necessary for the Lions Park Dr. reconstruction ■ Accept,by motion, Change Order No. 1 for the 2019 Street Improvement project. Background/Discussion As part of Active Elk River, the City Council has awarded the contracts for the multipurpose facility (MPF) and Lion John Weicht Park improvements. The MPF improvements include installing new storm sewer in Lions Park Drive (north-south) that will outlet into Lions Park Pond. The installation will disturb the entire width of the roadway. The city is planning to reconstruct this segment of roadway to current design standards. As part of the reconstruction, additional right-of-way (ROW) from Central Lutheran Church for the roadway widening and storm water treatment is necessary. Staff has discussed the proposed improvements and necessary ROW acquisition with the church and negotiated a settlement amount of$18,547.50. With the roadway disturbed by the MPF project, staff negotiated a change order to the 2019 Street Improvement project for the reconstruction of Lions Park Drive. The 2019 Street Improvement project was awarded to Astech Corp. Inc. Staff recommends moving forward with the change order for the Lions Park Drive reconstruction. The improvements include reconstructing the north-south portion of roadway, adding curb and gutter and constructing a multiuse trail (east side). The work items are scheduled to be substantially complete by November,with the final lift of asphalt in 2020. Financial Impact The right of way settlement amount and the Lions Park Drive reconstruction will be paid out of the Pavement Management Fund. The competitive pricing we had received on the 2019 Street Improvement project has allowed us to consider this additional pavement management investment while staying below the budgeted amount for 2019 improvements. Attachments ■ Resolution for Right of Way Acquisition ■ Change Order No. 1 for the 2019 Street Improvement project The Elk River Vision A PehoMing community 2a itb revolutionary and spirited resourcefulness, exceptional POWERED By service, and community engagement that encourages and inspires prosperity INAMIRE1 Oty of El ��.ver Resolution 19- A Resolution Approving Acquisition of Permanent Easement WHEREAS, the City of Elk River ("City") requires a permanent easement for public street, drainage and utility purposes in connection with the Lions Park Drive project; WHEREAS, The Central Lutheran Church of Elk River ("Owner") is the fee owner of real property located within the City of Elk River with a property address of 1103 School St. NW, Elk River,Minnesota 55330 ("CLC Property") WHEREAS, Owner has agreed to grant the City a permanent easement for street, drainage and utility purposes over a portion of the CLC Property as legally described within the Grant of Permanent Easement attached hereto as Exhibit A ("Easement"); WHEREAS, the City has agreed to pay the Owner $18,547.50 as compensation in full for the granting of the Easement; NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Elk River, Minnesota, as follows: The City Council hereby approves the Easement and payment of$18,547.50 to the Owner for the Easement. 204435v1 Passed and adopted this day of August, 2019. John J. Dietz,Mayor ATTEST: Tina Allard, City Clerk 204435v1 EXHIBIT A Attach Easement 204435v1 (reserved for recording purposes) GRANT OF PERMANENT EASEMENT THE CENTRAL LUTHERAN CHURCH OF ELK RIVER, a Minnesota nonprofit corporation, hereinafter referred to as "Grantor," in consideration of One Dollar(s) ($1.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, does hereby grant unto the CITY OF ELK RIVER, a Minnesota municipal corporation, the Grantee, hereinafter referred to as the "City," its successors and assigns, forever, a permanent easement for right-of-way purposes over, across, on, under, and through land situated within the County of Sherburne, State of Minnesota, as legally described on the attached Exhibit "A" and depicted on the attached Exhibit `B" (the "Easement Premises") INCLUDING the rights of the City, its contractors, agents, servants, and assigns, to enter upon the Easement Premises at all reasonable times to construct, reconstruct, inspect, repair, and maintain said right-of-way system over, across, on, under, and through the Easement Premises, together with the right to grade, level, fill, drain, pave and excavate the Easement Premises, and the further right to remove trees, bushes, undergrowth, and other obstructions interfering with the location, construction, and maintenance of said right-of-way system. 2044370 1 The above named Grantor, for itself, its heirs, successors, and assigns does covenant with the City, its successors and assigns, that is well seized in fee title of the above described Easement Premises; that it has the sole right to grant and convey the easement to the City; that there are no unrecorded interests in the Easement Premises; and that it will indemnify and hold the City harmless for any breach of the foregoing covenants. IN TESTIMONY WHEREOF, the Grantor hereto has signed this agreement this 19 b-47� day of 2019. GRANTOR: THE CENTRAL LUTHERAN CHURCH OF ELK RIVER By: 5", -A Its I STATE OF MINNESOTA ) )ss. COUNTY OF SHERBURNE ) The foregoing instrument was acknowledged before me this .51k day of 'i 2019 by -"Sona U +- Sr) the -� Ct 1 t5e of-Theentral Lutheran Church of Elk River, a Minnesota nonpUfit corporation, on behalf of said non t corporation. tary Public DRAFTED BY: CAMPBELL, KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, MN 55121 Telephone: (651) 452-5000 AMP/smt 204437v1 2 4- FW1 ACHEL M PEDERSON NOTARY PUBLIC MINNESOTA AMM ftku ok 31. W EXHIBIT "A" TO GRANT OF PERMANENT EASEMENT EASEMENT DESCRIPTION A perpetual easement for right of way purposes over, under and across that part of the Northeast Quarter of the Northeast Quarter of Section 33, Township 33, Range 26, Sherburne County, Minnesota, described as follows: Commencing at the northeast corner of said Northeast Quarter of the Northeast Quarter; thence on an assumed bearing of South 00 degrees 02 minutes 29 seconds West along the east line of said Northeast Quarter of the Northeast Quarter, a distance of 933.09 feet to the southerly right of way of School St; thence South 89 degrees 11 minutes 37 seconds West along said right of way, a distance of 40.00 feet to a line parallel with and 40.00 feet westerly from said east line and the point of beginning; thence continue along said right of way South 89 degrees 11 minutes 37 seconds West, a distance of 39.31 feet; thence South 48 degrees 20 minutes 52 seconds East, a distance of 39.19 feet; thence South 00 degrees 02 minutes 29 seconds West, a distance of 351.58 feet; thence South 44 degrees 37 minutes 03 seconds West, a distance of 31.34 feet to the south line of said Northeast Quarter of the Northeast Quarter; thence North 89 degrees 11 minutes 37 seconds East along said south line, a distance of 32.00 feet to said parallel line, 40.00 feet westerly from the east line; thence North 00 degrees 02 minutes 29 seconds East along said parallel line, a distance of 400.04 feet to said point of beginning. 204437v1 3 EXHIBIT "B" TO GRANT OF PERMANENT EASEMENT EASEMENT DEPICTION NORTHEAST CORNER - -- ' NE 1/4 - NE 1,/4 � SEC 33, TWP 33, RGE 26 o, „ `r a SCHOOL ST NW 15 0 S89"131'27' W - .' 39.31- 40_1;& 39.19- S 49.20'52" E I I I -- `- SOUTH RIGHT OF WAY I I ' °� EAST LINE OF THE LINE OF SCHOOL ST NW i I NORTHEAST QUARTE OF THE NORTHEAST Q_rfARTER I I I I 40-00 -SOUTH LINE OF THE Ir NORTHEAST QUARTER I OF THE NORTHEAST QUARTER I I I 31-34 rrr S 44'37903" WtS. I � 32_QO N $9'11'37" E CoBolton & Meni Inc 2019, All Rights Reserved LIN: PARALLEL WITH AND 40.00 FEET WEST OF THE EAST LINE OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER I EASEMENT EXIt- IBT LIONS PARK DRIVE, ELK RIVER, MINNESOTA (D SOLTON 8c MENK 7533 SUNWOOD DR NW, SUITE 206 RAMSEY, MINNESOTA 55303 (753) 433-28.51 JOB NUMBER: 873.719052 204437v1 4 PROPOSED EASEMENT CO'JTAINING 4630 SCI. FT_ O 60 SCALE IN FEET PROPOSED DESCRIPTION A perpetual easement for right of way purposes over, under arrd across that part of the Northeast Quarter of the Northeast Quarter of Section 33, Township S3, Range 26, Sherburne Count{, Minnesota, described as follows: Commenting at the northeast comer of said Northeast Cbjarter of the Northeast Quarter; thence on an assumed bearing of South 00 degrees 02 minutes 29 seconds West along the east line of said Northeast (Xf arter of the Northeast Quarter, a distance of 533.03 feet to the southerly right of way of School St; thence South 913 degrees 11 minutes 37 seconds West along salad right of way, a distance of 40.00 feet to a fine parallel with, and 40.00 feet westerly from said east fine and the point of beginning; thence continue along said right of way South 99 degrees 11 minutes 37 seconds West, a distance of 3931 feet; thence South 48 degrees 20 minutes 52 seconds East, a distance of 39.19 feet; thence South 00 degrees 02 minutes 29 seconds West, a distance of 351 -SS feet; thence South 44 degrees 37 minutes 03 seconds West, a distance of 3134 feet to the south tine of said Northeast Quarter of the Northeast Quarter; thence North 99 degrees 11 minutes 37 seconds East along said south line, a distance of 32.00 feet to said parallel fine, 40.00 feet westerly from the east fine; thence North 00 degrees 02 minutes 29 seconds East along said parallel line, a distance of 400.04 feet to said point of beginning. SURVEYOR'S CERTIRCATION I herekri certify that this survey, plan, or report was prepared by ne or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of RM -nese Russell O. Hatverson License Number 41813 08/02/2019 Date NORTHEAST QUARTER OF THE NORTHEAST QUARTER SECTION 33, TOWNSHIP 33, RANGE 25 SHERBURNE COUNTY, MIINNESOTA FOR: CITY OF ELK RIVER FIELD BCKWf: N/A CHANGE ORDER No. 1 PROJECT: 2019 Street Improvements DATE OF ISSUANCE: 8/15/2019 EFFECTIVE DATE: 8/20/2019 OWNER: City of Elk River ENGINEER'S Project No.: 812.117280 CONTRACTOR: ASTECH Corporation, Inc. ENGINEER: Bolton &Menk, Inc. You are directed to make the following changes in the Contract Documents. Description: CO 1—Lions Park Drive Improvements 1. ADD the attached specifications and plan sheets to the contract documents 2. ADD the attached pay items as CO at the unit prices listed: CO 1-Lions Park Drive Improvements-Additional Cost=$182,003.00 Reason for Change Order: Lions Park Drive Improvements:The City has elected to include the reconstruction of Lions Park Drive from School Street to the park entrance to the 2019 Street Improvements Project. Attachments: 1)Lions Park Drive Improvements-Project Manual 2)Lions Park Drive Improvements—Plan Sheets 1-15 3)CO-1 Schedule of Unit Prices CHANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIMES: Original Contract Price Original Contract Times Substantial Completion: August 30,2019 $2,221,995.76 Ready for final payment: September 27 2019 days or dates Net changes from previous Change Orders No. to No. Net changes from previous Change Orders No.to No - SO 0 days Contract Price Prior to this Change Order Contract Times prior to this Change Order Substantial Completion : $2,221,995.76 Ready for final payment :0 da s or dates Net Increase of this Change Order Net Increase of this Change Order $ 182,003.00 56 days Contract Price with all approved Change Orders Contract Times with all approved Change Orders Substantial Completion: November 1,2019 $2,403,998.76 Ready for final payment:November 22,2019 RECOMMENDED: APPROVED: ACCEPTED: By: By: By: Engineer(Authorized Signature) Owner(Authorized Signature) Contractor(Authorized Signature) Date:8/15/2019 Date: Date: H:AELKR\R12117280\7 Construction\M_Change Orders\Change Order 1-Lions Park DriveA2019-08-15 117280 Change Order Ldoc PROJECT MANUAL Lions Park Drive Improvements City of Elk River Elk River, MN BOLTON & MENK Real People.Real Solutions. SECTION 00005—CERTIFICATION PROJECT MANUAL for Lions Park Drive Improvements City of Elk River Elk River, MN I hereby certify that this plan,specification or report was prepared by me or under my direct supervision,and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. By: Qaa.ti_f/[f �oo Jason Cook License No.47541 Date: August 1,2019 City of Elk River-R13.119052 CERTIFICATION August 2019 PAGE 00005-1 ©Bolton&Menk,Inc.2019,All Rights Reserved SECTION 00010-TABLE OF CONTENTS Lions Park Drive Improvements City of Elk River This Project Manual incorporates,either in full or in part,various EJCDC copyrighted documents. Documents incorporated in full are subject to the copyright notice in the EJCDC document footnotes. For those EJCDC documents excerpted, modified or incorporated in part,those portions of the text that originated in copyrighted EJCDC documents remain subject to the EJCDC license and copyright.Copyright©2011-2015 National Society of Professional Engineers,American Council of Engineering Companies,and American Society of Civil Engineers.All rights reserved. CONTRACT DOCUMENTS: PROJECT MANUAL: Introductory Information, Bidding Requirements,Contract Forms and Conditions of Contract 00005-CERTIFICATION PAGE 00010-TABLE OF CONTENTS 00100-INVITATION FOR BIDS 00200-INSTRUCTIONS TO BIDDERS FOR CONSTRUCTION CONTRACTS 00210-ELECTRONIC/DIGITAL DOCUMENTS 00410-BID FORM 00415-RESPONSIBLE CONTRACTOR-PROPOSAL ATTACHMENT 00430-BID BOND 00510-NOTICE OF AWARD 00515-RESPONSIBLE CONTRACTOR-NOTICE OF AWARD 00516-RESPONSIBLE CONTRACTOR-SUPPLEMENTAL 00520-AGREEMENT BETWEEN OWNER AND CONTRACTOR 00550-NOTICE TO PROCEED 00610-PERFORMANCE BOND 00615-PAYMENT BOND 00700-GENERAL CONDITIONS 00800-SUPPLEMENTARY CONDITIONS 01112-PROPOSED PROJECT SCHEDULE 01270-MEASUREMENT& PAYMENT 01310-COORDINATION 01330-SUBMITTALS 01410-REGULATORY REQUIREMENTS 01420-SPECIFICATION REFERENCE AND WORKS CONSULTED 01425-ABBREVIATIONS 01450-QUALITY CONTROL 01500-MOBILIZATION 01550-MAINTENANCE OF HAUL ROADS&TEMPORARY ACCESS 01555-MAINTENANCE AND CONTROL OF TRAFFIC 01562-AIR, LAND AND WATER POLLUTION 01720-FIELD ENGINEERING 01770-PROJECT CLOSEOUT 02220-REMOVING PAVEMENT AND MISCELLANEOUS STRUCTURES 02230-CLEARING AND GRUBBING 02315-APPLICATION OF WATER 02330-EXCAVATION AND EMBANKMENT 02335-SUBGRADE PREPARATION 02370-EROSION&SEDIMENT CONTROL(LESS THAN ONE ACRE DISTURBANCE) 02630—CASTING ASSEMBLY 02705-MANHOLES&CATCH BASINS-ADJUST CASTING City of Elk River-R13.119052 TABLE OF CONTENTS August 2019 PAGE 00010-1 ©Bolton&Menk,Inc.2019,All Rights Reserved 02720-AGGREGATE BASE 02740-PLANT-MIXED BITUMINOUS SURFACING 02741-BITUMINOUS PATCH 02749-PAVEMENT MARKINGS 02770-CONCRETE CURBING AND DRIVEWAY PAVEMENT 02775-WALKS—CONCRETE 02920-TURF RESTORATION DRAWINGS(UNDER SEPARATE COVER): 15 sheets numbered 1 through 15, inclusive,dated August 1,2019,and with each sheet bearing the following general title: Lions Park Drive Improvements City of Elk River ****END OF SECTION**** City of Elk River-R13.119052 TABLE OF CONTENTS August 2019 PAGE 00010-2 ©Bolton&Menk,Inc.2019,All Rights Reserved SECTION 00520-AGREEMENT BETWEEN OWNER AND CONTRACTOR FOR CONSTRUCTION CONTRACT(STIPULATED PRICE) THIS AGREEMENT is by and between City of Elk River ("Owner")and ("Contractor"). Owner and Contractor hereby 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: Lions Park Drive Improvements ARTICLE 2—THE PROJECT 2.01 The Project,of which the Work under the Contract Documents is a part, is generally described as follows: Reconstruction of Lions Park Drive ARTICLE 3—ENGINEER 3.01 The part of the Project that pertains to the Work has been designed by Bolton& Menk, Inc. 3.02 The Owner has retained Bolton& Menk, Inc.,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 the completion of the Work in accordance with the Contract Documents. 4.01 Time of the Essence A. All time limits for Milestones, if any,Substantial Completion,and completion and readiness for final payment as stated in the Contract Documents are of the essence of the Contract. 4.02 Contract Times: Dates A. The Work will be substantially completed on or before November 1,2019,and completed and ready for final payment in accordance with Paragraph 15.06 of Section 00700"General Conditions"of this Project Manual on or before November 22,2019. 1. Should the City determine it is beneficial to pave the wear course in 2020,the wear course and striping shall be completed in the 2020 construction season, but no later than August 2,2020. 4.03 Liquidated Damages A. Contractor and Owner recognize that time is of the essence as stated in Paragraph 4.01 above and that Owner will suffer financial and other losses if the Work is not completed and Milestones not achieved within the times specified in Paragraph 4.02 above, plus any extensions thereof allowed in accordance with the Contract.The parties also recognize the delays,expense,and difficulties involved in proving in a legal or arbitration proceeding 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): 1. Substantial Completion: Contractor shall pay Owner$500.00 for each day that expires after the time (as duly adjusted pursuant to the Contract)specified in Paragraph 4.02.A above for Substantial Completion until the Work is substantially complete. City of Elk River-R13.119052 AGREEMENT August 2019 PAGE 00520-1 ©Bolton&Menk,Inc.2019,All Rights Reserved 2. Completion of Remaining Work:After Substantial Completion, if Contractor shall neglect, refuse, or fail to complete the remaining Work within the Contract Times(as duly adjusted pursuant to the Contract)for completion and readiness for final payment,Contractor shall pay Owner $500.00 for each day that expires after such time until the Work is completed and ready for final payment. 3. Liquidated damages for failing to timely attain Substantial Completion and final completion are not additive and will not be imposed concurrently. ARTICLE 5—CONTRACT PRICE 5.01 Owner shall pay Contractor for completion of the Work in accordance with the Contract Documents the amounts that follow,subject to adjustment under the Contract: A. For all Unit Price Work, an amount equal to the sum of the extended prices(established for each separately identified item of Unit Price Work by multiplying the unit price times the actual quantity of that item) B. For all Work,at the prices stated in Contractor's Bid,attached hereto as an exhibit. C. The extended prices for Unit Price Work set forth as of the Effective Date of the Contract are based on estimated quantities. As provided in Paragraph 13.03 of Section 00700"General Conditions"of this Project Manual,estimated quantities are not guaranteed,and determinations of actual quantities and classifications are to be made by Engineer. ARTICLE 6—PAYMENT PROCEDURES 6.01 Submittal and Processing of Payments A. Contractor shall submit Applications for Payment in accordance with Article 15 of the General Conditions. Applications for Payment will be processed by Engineer as provided in the General Conditions. 6.02 Progress Payments;Retainage A. Owner shall make monthly progress payments on account of the Contract Price on the basis of Contractor's Applications for Payment during performance of the Work as provided in Paragraph 6.02.A.1 below, provided that such Applications for Payment have been submitted in a timely manner and otherwise meet the requirements of the Contract.All such payments will be measured by the Schedule of Values established as provided in the General Conditions(and in the case of Unit Price Work based on the number of units completed)or, in the event there is no Schedule of Values,as provided elsewhere in the Contract. 1. Prior to Substantial Completion, progress payments will be made in an amount equal to the percentage indicated below but, in each case, less the aggregate of payments previously made and less such amounts as Owner may withhold, including but not limited to liquidated damages, in accordance with the Contract a. 95 percent of Work completed (with the balance being retainage); and b. 0 percent of cost of materials and equipment not incorporated in the Work(with the balance being retainage). 6.03 Progress Payment to Subcontractors A. For contracts within the State of Minnesota, MN Statute 471.425 Subd.4a.shall apply. MN Statute 471.425 Subd.4a. requires: 1. The prime contractor shall pay any subcontractor within ten days of the prime contractor's receipt of payment for undisputed services provided by the subcontractor. City of Elk River-R13.119052 AGREEMENT August 2019 PAGE 00520-2 ©Bolton&Menk,Inc.2019,All Rights Reserved 2. The prime contractor shall pay interest of 1-1/2 percent per month or any part of a month to the subcontractor on any undisputed amount not paid on time to the subcontractor. 3. The minimum monthly interest penalty payment for an unpaid balance of$100 or more is$10. For an unpaid balance of less than $100,the prime contractor shall pay the actual penalty due to the subcontractor. 4. A subcontractor who prevails in a civil action to collect interest penalties from a prime contractor must be awarded its costs and disbursements, including attorney's fees, incurred in bringing the action." 6.04 Final Payment A. Upon final completion and acceptance of the Work in accordance with Paragraph 15.06 of the General Conditions,Owner shall pay the remainder of the Contract Price as recommended by Engineer as provided in said Paragraph 15.06. ARTICLE 7—INTEREST 7.01 All amounts not paid when due shall bear interest at the rate of 1.5 percent per annum. ARTICLE 8—CONTRACTOR'S REPRESENTATIONS 8.01 In order to induce Owner to enter into this Contract,Contractor makes the following representations: A. Contractor has examined and carefully studied the Contract Documents,and any data and reference items identified in the Contract Documents. B. Contractor has visited the Site,conducted a thorough,alert visual examination of the Site and adjacent areas,and become familiar with and is satisfied as to the general, local,and Site conditions that may affect cost, progress,and performance of the Work. C. Contractor is familiar with and is satisfied as to all Laws and Regulations that may affect cost, progress, and performance of the Work. D. Contractor has carefully studied all: (1) reports of explorations and tests of subsurface conditions at or adjacent to the Site and all drawings of physical conditions relating to existing surface or subsurface structures at the Site that have been identified in the Supplementary Conditions, if any,especially with respect to Technical Data in such reports and drawings,and (2) reports and drawings relating to Hazardous Environmental Conditions, if any,at or adjacent to the Site that have been identified in the Supplementary Conditions,especially with respect to Technical Data in such reports and drawings. E. Contractor has considered the information known to Contractor itself; information commonly known to contractors doing business in the locality of the Site; information and observations obtained from visits to the Site;the Contract Documents; and the Site-related reports and drawings identified in the Contract Documents, if any,with respect to the effect of such information,observations,and documents on (1)the cost, progress,and performance of the Work; (2)the means, methods,techniques, sequences,and procedures of construction to be employed by Contractor; and (3)Contractor's safety precautions and programs. F. Based on the information and observations referred to in the preceding paragraph,Contractor agrees that no further examinations, investigations, explorations,tests,studies,or data are necessary for the performance of the Work at the Contract Price,within the Contract Times,and in accordance with the other terms and conditions of the Contract. 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. City of Elk River-R13.119052 AGREEMENT August 2019 PAGE 00520-3 ©Bolton&Menk,Inc.2019,All Rights Reserved H. 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. I. The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. J. Contractor's entry into this Contract constitutes an incontrovertible representation by Contractor that without exception all prices in the Agreement are premised upon performing and furnishing the Work required by the Contract Documents. ARTICLE 9—CONTRACT DOCUMENTS 9.01 Contents A. The Contract Documents consist of the following: 1. This Agreement(pages 1 to , inclusive). 2. Performance bond (pages 1 to 3, inclusive). 3. Payment bond (pages 1 to 3, inclusive). 4. General Conditions(pages 1 to 65, inclusive). 5. Supplementary Conditions(pages to. inclusive). 6. Specifications as listed in the table of contents of the Project Manual. 7. Drawings(not attached but incorporated by reference)consisting of 16 sheets with each sheet bearing the following general title: Lions Park Drive Improvements, Elk River, Minnesota 8. Addenda (numbers to. inclusive). 9. Exhibits to this Agreement(enumerated as follows): a. Contractor's Bid (pages to , inclusive). b. Executed Section 00415—Responsible Contractor—Proposal Attachment C. Executed Section 00515- Responsible Contractor—Award Attachment 10. The following which may be delivered or issued on or after the Effective Date of the Contract and are not attached hereto: a. Notice to Proceed. b. Work Change Directives. C. Change Orders. d. Field Orders. B. The documents listed in Paragraph 9.01.A are attached to this Agreement(except as expressly noted otherwise above). C. There are no Contract Documents other than those listed above in this Article 9. D. The Contract Documents may only be amended, modified, or supplemented as provided in the General Conditions. ARTICLE 10—MISCELLANEOUS 10.01 Terms City of Elk River-R13.119052 AGREEMENT August 2019 PAGE 00520-4 ©Bolton&Menk,Inc.2019,All Rights Reserved A. Terms used in this Agreement will have the meanings stated in the General Conditions and the Supplementary Conditions. 10.02 Assignment of Contract A. Unless expressly agreed to elsewhere in the Contract, no assignment by a party hereto of any rights under or interests in the Contract will be binding on another party hereto without the written consent of the party sought to be bound;and,specifically but without limitation, money that may become due and money that is 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 successors,assigns,and legal representatives to the other party hereto, its 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: 1. "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 non-competitive levels,or(c)to deprive Owner of the benefits of free and open competition; 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- competitive 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. 10.06 Other Provisions A. Owner stipulates that if the General Conditions that are made a part of this Contract are based on EJCDC° C-700, Standard General Conditions for the Construction Contract, published by the Engineers Joint Contract Documents Committee°,and if Owner is the party that has furnished said General Conditions, then Owner has plainly shown all modifications to the standard wording of such published document to the Contractor,through a process such as highlighting or"track changes" (redline/strikeout),or in the Supplementary Conditions. City of Elk River-R13.119052 AGREEMENT August 2019 PAGE 00520-5 ©Bolton&Menk,Inc.2019,All Rights Reserved IN WITNESS WHEREOF,Owner and Contractor have signed this Agreement. This Agreement will be effective on (which is the Effective Date of the Contract). OWNER: CONTRACTOR: City of Elk River By: By: Title: Title: (If Contractor is a corporation, a partnership, or a joint venture, attach evidence of authority to sign.) Attest: Attest: Title: Title: Address for giving notices: Address for giving notices: 13065 Orono Pkwy NW Elk River, MN,55330 License No.: (where applicable) (If Owner is a corporation, attach evidence of authority NOTE TO USER: Use in those states or other to sign. If Owner is a public body, attach evidence of jurisdictions where applicable or required. authority to sign and resolution or other documents authorizing execution of this Agreement.) ****END OF SECTION**** City of Elk River-R13.119052 AGREEMENT August 2019 PAGE 00520-6 ©Bolton&Menk,Inc.2019,All Rights Reserved CONDITIONS OF THE CONTRACT for Lions Park Drive Improvements City of Elk River Elk River, MN LL, N J � N w 2 � U O 00w ~ a °' w� o O N ^ 0 N y 2 ci N a 4 4 M D W 41 41 0 O O Z Z Ln v O .0i + 4J � O_ 0- E E EE O U Uy — O_ N a E ti OC O O- to U OL +' a O N W U U U (L (L (L + + O C C U U U Ol iF iF 0 s F- u a W LL CL CL U U aj u Z U U OO W v 1 1 1 v O O o s s aJ aJ iF o t in t O m m a a a m m U U O U U OJ OJ S Y A m t on on t t on on t t O N O O w w � K K E c O CC CC 0- E E O O aj U Q U 0 N o a o N iLf) U O U L11 aj J H p F- C) 0 LU = O - M J a aJ —A N U O U Z i W_ N bA 0 O 01 z 3 O a OJ o p T, u p w N LU p u ° Y > O � v a a v G�0 = o a Q U Q a m SECTION 01270-MEASUREMENT&PAYMENT PART 1-- GENERAL 1.1 SUMMARY A. Methods of measurement and payment for all items not individually specified shall be according to the appropriate referenced specification standard. 1.2 MEASUREMENT& PAYMENT A. Payment for Plan Quantity(P)Items: Items designated as Plan Quantity(P)shall be measured and paid for based on the quantity listed in the plans and no field measurement shall be made. The Engineer will only adjust the quantities on Plan Quantity(P)designated Contract items when the Engineer authorizes changes to the dimensions of that work(in which case only the affected portion will be re-determined)or when the Engineer determines that the quantity designated as a Plan Quantity(P) is incorrect. B. Payment for Hauled Materials: No compensation will be paid for any weigh ticket received after the date shown on the ticket unless prior arrangements are made with the Engineer. C. Payment for Materials Stored on Site: No compensation will be paid for materials delivered to the site and not incorporated into the project. D. Payment for Major Lump Sum Items: The Contractor shall submit a schedule of values for major items of construction that are bid as lump sum. The schedule shall identify major sections of work and the percentage of the bid price applied to each. Payment shall be made according to the percentage complete of each major section of work. 1.3 SUBMITTALS A. The Contractor shall submit to the Engineer a "Certificate of Conformance"statement stating that the scale used to weigh hauled materials has been tested and calibrated for the current construction season. This Certificate shall be from MnDOT or other reliable scale servicing company. Providing a certified scale and obtaining such "Certificate of Conformance" is the sole responsibility of the Contractor and all costs associated are considered incidental to the materials being supplied. B. Hauled Materials:The Contractor shall furnish numbered weigh tickets which list the Date, Project,Type of Material, Gross Weight,Tare Weight, Material Weight in tons,and Truck Number for each load brought to the construction site. If the individual pay items are identified on a unit weight basis,the Contractor shall provide the Engineer with a summary type spreadsheet which provides accumulative job totals of all aggregate and bituminous materials hauled to the project. This spreadsheet shall be submitted to the Engineer on a weekly basis. C. Procured Materials:The Contractor shall furnish an insurance bond showing the type of material,the amount of material,the valuation of the material,the stored location,the project,the date,the name and address of the surety. D. Compacted Volume Materials:When measurement is specified by the CUBIC YARD, (CY)COMPACTED VOLUME (CV),will be determined by length,width and depth measurements of the material in its placed and compacted position,according to the placement dimensions as shown in the Contract or as designated by the Engineer. PART 2-- PRODUCTS(NOT USED) PART 3-- EXECUTION(NOT USED) ****END OF SECTION**** City of Elk River-R13.119052 MEASUREMENT& PAYMENT August 2019 PAGE 01270-1 V011714©Bolton&Menk,Inc.2019,All Rights Reserved SECTION 01310-COORDINATION PART 1-- GENERAL 1.1 SEQUENCE OF CONSTRUCTION A. A written project management scheduling tool (i.e.,critical path (CPM),detailed bar chart,etc.)shall be employed by the Contractor for cost value reporting, planning and scheduling of all work required under the Contract Documents. This schedule shall show the order in which the Contractor proposes to execute the work with dates on which it proposes to start the various phases of the work and the estimated completion date of each phase.The Contractor shall submit a preliminary version of its intended schedule within 10 working days following the Notice of Award on the attached form or on a form of its own choosing. The Contractor is required to show the initial critical path(CPM)of tasks to be performed. B. Unless otherwise approved by the Engineer,the schedule shall also include an anticipated payment schedule for the volume of work to be completed each month.This schedule shall indicate the Contractor's intention and ability to complete the work within the contract times,as specified in Article 4 of Section 00520"Agreement"of this Project Manual. C. The Preconstruction Conference as outlined in Section 01315"Project Meetings"of this Project Manual will not be conducted until the schedule is submitted. In addition, no construction staking shall be provided until the schedule is submitted by the Contractor and reviewed by the Engineer. 1.2 WORKING HOURS A. Except in connection with safety or emergency situations,all work at the site shall be performed between the hours of 7:00 a.m.and 7:00 p.m. Monday through Friday,and 8:00 a.m.and 5:00 p.m.Saturday. No work shall be performed on Sunday. B. The Contractor shall notify the Owner and Engineer of any work planned on Saturday,Sunday,or any legal holidays at least 48 hours prior to such work. C. The Contractor shall coordinate any construction or hauling activity in the vicinity of churches,schools, medical facilities,and funeral homes. The Contractor shall be cognizant of the disruptive effects of continued construction during funerals. The Owner reserves the right to temporarily stop construction within one block of,and during the time of,any funeral procession. No compensation shall be granted to the Contractor due to temporary delays caused by funerals. 1.3 TRAFFIC CONTROL A. Reference Specification 01555"Maintenance and Control of Traffic"of this Project Manual. 1.4 COORDINATION WITH BUSINESSES AND PRIVATE PROPERTY OWNERS ADJACENT TO THE PROJECT A. The Contractor shall notify all property owners and occupants adjacent to the project 2 days in advance to allow moving machinery and/or vehicles or other items that may be blocked in or damaged due to the upcoming construction in the area. Access to the properties shall be restored as soon as possible after each phase of construction. B. The Contractor shall maintain access to Dove Tree Apartments at all times. Coordinate construction in entrance with property owner. 1.5 COORDINATION WITH UTILITY COMPANIES A. The Contractor is responsible for working with public and private utility companies in protecting and/or relocating existing or new utility lines located near and affected by this construction. 1. Coordination with the utility companies is very important and should be considered in planning the work and the associated extra costs involved. City of Elk River-R13.119052 COORDINATION August 2019 PAGE 01310-1 V040110©Bolton&Menk,Inc.2019,All Rights Reserved 2. Private utility companies are responsible for their own lines and are so obligated under City Code Agreements to protect and/or relocate their utilities, if required to install new City owned utilities in a given area. B. The Contractor shall consult with the City's maintenance personnel when working around or performing the required sanitary sewer installations. C. The Contractor shall also work with the City's maintenance personnel to provide for scheduled water shut- downs in a given area and to provide for continued water service to the properties along the project throughout the duration of the project. D. The Contractor shall work with all utility companies,as necessary,to allow for installation and for maintenance of service of gas, power, lighting,telephone,cable TV,etc. in the boulevards or across the streets prior to final shaping of aggregate base and/or topsoil. This coordination with the utility companies is the responsibility of the Contractor and is considered incidental to the construction and no additional compensation shall be granted. 1.6 COOPERATION WITH FIRE& EMERGENCY DEPARTMENTS A. The Contractor shall coordinate all work requiring shutting down water service or limiting access to buildings by emergency equipment with the fire&emergency departments. This shall include notification of the daily construction schedule by the Contractor. 1.7 COOPERATION WITH OTHER CONTRACTORS A. The Contractor shall cooperate with other contractors performing construction on other projects in the vicinity of this Project,including but not limited to allowing access for the delivery of equipment and materials. 1.8 COORDINATION WITH SERVICE PROVIDERS A. The Contractor shall coordinate with the postal service, recycling service,garbage collection service,school bus service,etc.to maintain continual uninterrupted service to all residences and businesses throughout the duration of the project. B. The Contractor shall temporarily relocate mailboxes, haul recycling and garbage for residents to a designated pick up location,etc.,as required by the subject service provider. All equipment materials and labor required to coordinate with service providers and maintain services shall be incidental to the Contract. PART 2-- PRODUCTS(NOT USED) PART 3-- EXECUTION(NOT USED) ****END OF SECTION**** City of Elk River-R13.119052 COORDINATION August 2019 PAGE 01310-2 V040110©Bolton&Menk,Inc.2019,All Rights Reserved SECTION 01330-SUBMITTALS PART 1-- GENERAL 1.1 SUMMARY A. The Contractor shall submit three copies of all required submittals and sample items as noted below. The Engineer will review them with reasonable promptness.The Contractor shall make all required corrections and file with the Engineer three corrected sets for final review. If the Contractor requires more than two reviewed copies,the Contractor shall submit additional sets. B. The responsibility for completeness of submittals lies with the Contractor. If the Engineer and/or Owner sign the submittal with no exception taken,such action shall not absolve the responsibilities of the Contractor in any way. C. Emailed submittals to the Engineer in pdf format will be accepted. 1.2 ITEMS TO BE SUBMITTED A. Written Progress Management Schedule Tool (as defined in Section 01310)-to be reviewed at the Preconstruction Conference. See Article 4 of Section 00520"Agreement"of this Project Manual for contractual time requirements. B. Minnesota Pollution Control Agency(MPCA)-General Storm Water Permit for Construction Activity(MN R100001)—Reference Section 02370"Erosion &Sediment Control"of this Project Manual. C. Concrete Mix Design D. Bituminous Mix Design (wear and non-wear) E. Gradation Test Results from 2 separate tests,as required in Source Quality Control provisions of individual sections contained herein,from material stockpiles of aggregates to be used on this project. These tests may be run by the Contractor or its supplier during aggregate production. F. Storm Sewer 1. Manhole and catch basin casting-shop drawings. G. Seeding-Certificates of Compliance for seed mixture. H. Trees&Shrubs-Certificates of Compliance. 1.3 MATERIAL SAFETY DATA SHEETS A. The Contractor shall submit two copies of Safety Data Sheets(SDSs) (formerly known as Material Safety Data Sheets or MSDSs)for each material on site to the OWNER. B. The Contractor shall maintain an orderly file of Safety Data Sheets at the job site. 1.4 RECORD DRAWINGS A. The CONTRACTOR shall maintain at the construction site one complete set of drawings suitably marked to show all deviations from the original set of drawings and other information as specified. Supplementary sketches shall be included, if necessary,to clearly indicate all work as constructed. Sanitary and water service tie-in or stub-out locations shall show station and distances left or right of the survey control centerline. Existing sanitary and water service piping material type and size at the tie-in locations shall be noted also. B. All manholes,watermain bends and valves shall be located with tie-off dimensions to known items on the plans or in the field to enable the Contractor or City personnel to locate these structures for adjustment. C. The CONTRACTOR shall fill out a service record form for each water service and sanitary sewer service connection or stub out. A blank service record form will be supplied by the ENGINEER to be used by the City of Elk River-R13.119052 SUBMITTALS August 2019 PAGE 01330-1 V062612 ©Bolton&Menk,Inc.2019,All Rights Reserved CONTRACTOR. The completed service record forms and photos taken of the services shall be submitted to the ENGINEER in a digital format and in booklet form. D. All work shall be clearly shown and the record drawings and service record forms shall be satisfactory to the OWNER in order to insure that adequate information is indicated to show the actual construction. The complete set of the record drawings shall be submitted to the ENGINEER prior to submittal of the final Application for Payment. Failure of the CONTRACTOR to maintain an up-to-date set of record drawings on the project site shall be reason to withhold payments. All underground lines shall be determined from the record drawings. 1.5 CONSTRUCTION PHOTOS A. The CONTRACTOR shall take digital photos during the course of construction using only cameras or smart phones with Global Positioning System(GPS)capabilities. GPS location settings shall be turned on at the time of taking each photo. The quality of the photos submitted shall be sufficient to clearly depict the focal points in the photo. B. The CONTRACTOR shall take photos of underground construction work prior to backfilling. Such items to be photographed include but are not limited to: connections to existing utilities,watermain fittings, small/private underground utilities, utility stub-outs, manholes, etc. C. The CONTRACTOR shall take photos of all water service and sanitary sewer service connections at the main and at the tie in or stub out locations prior to backfilling the service. The photo shall indicate the house address number or lot description of the service location. D. After the first couple days of underground construction,the CONTRACTOR shall submit to the ENGINEER a sample set of digital photos. The test set of photos will be reviewed to verify that the date,GPS coordinates,and other photo features are being recorded. E. All photos shall be submitted to the ENGINEER in a digital format immediately upon completion of the utility installation. The digital properties of the photos,such as date and time taken and GPS coordinates, shall be full intact at the time of submittal. Failure of the CONTRACTOR to maintain a set of construction photos shall be reason to withhold payments. PART 2-- PRODUCTS(NOT USED) PART 3-- EXECUTION 3.1 SUBMITTAL ROUTING A. All submittals shall be approved by the Contractor prior to submission to the Engineer. B. A Letter of Transmittal that identifies the submitted item and the review action required shall accompany all submittals. 1. The Contractor shall be responsible for filling in the following information on the Letter of Transmittal: (a) Date. (b) Submittal No. (c) Identify what is being sent checking the appropriate box. (d) No.Copies Submitted. (e) Identify the Specification Section the attached information relates to. (f) Subject of Shop Drawing or Other Submittal. (g) Check whether the Shop Drawings are or are not in compliance. (1) If not in compliance, list the features which are not. (h) Sign and Date. City of Elk River-R13.119052 SUBMITTALS August 2019 PAGE 01330-2 V062612 ©Bolton&Menk,Inc.2019,All Rights Reserved 3.2 RESPONSIBILITY A. The Engineer's review of a submittal shall not relieve the Contractor from the responsibility for deviation from the drawings and specifications unless the Contractor has, in writing,called the Engineer's attention to the deviations at the time of submission; nor shall it relieve the Contractor from the responsibility of errors in the submittals. B. All submittals shall be reviewed by the Engineer prior to their incorporation into the project. If materials are installed without prior review,they will be subject to removal,at the Contractor's expense, if the material is found to be non-conforming to the Specifications. **** END OF SECTION **** City of Elk River-R13.119052 SUBMITTALS August 2019 PAGE 01330-3 V062612 ©Bolton&Menk,Inc.2019,All Rights Reserved SECTION 01410-REGULATORY REQUIREMENTS PART 1-- GENERAL 1.1 SUMMARY A. Applicable codes and standards referred to in these specifications shall establish minimum requirements for equipment, materials, construction and shall be superseded by more stringent requirements of drawings and specifications when and where they occur. B. All equipment furnished and installed under the contract shall be designed,fabricated,assembled, installed,and placed into service. The equipment will conform to the applicable provisions of the Federal and State Safety and Health Standards, including but not limited to Federal Occupational Safety and Health Regulations for Construction;the Division of Environmental Health, Minnesota Department of Health;the Minnesota Pollution Control Agency;the Department of Natural Resources;the Minnesota Department of Transportation, Division of Highways;the Minnesota Industrial Commission and ordinances of the City that apply to this work. C. All construction methods and tools shall comply with commonly accepted standards for safety and health of personnel engaged on construction, including but not limited to Federal Occupational Safety and Health Regulations for Construction;the Division of Environmental Health, Minnesota Department of Health;the Minnesota Pollution Control Agency;the Department of Natural Resources;the Minnesota Department of Transportation, Division of Highways;the Minnesota Industrial Commission and ordinances of the City that apply to this work. D. Any conflicts between specifications and applicable codes and standards shall be referred to the Engineer. 1.2 PERMITS OBTAINED BY OWNER A. The Owner has applied for the following permits from appropriate authorities. It is anticipated that permission to proceed will be authorized prior to execution of Contract. The Contractor shall perform all work and conduct itself in full accordance with the requirements of the applicable permit. B. The Contractor shall be responsible for meeting any bonding or insurance requirements which may be required as a condition to any permit, listed above. 1.3 PERMITS OBTAINED BY CONTRACTOR A. The Contractor shall secure and pay the cost of any other permits not mentioned above,which may be required including but not limited to: 1. Work within City right-of-way permit. 1.4 WORK WITHIN A RAILROAD RIGHT OF WAY A. No work within railroad right-of-way is anticipated as part of this project as designed. PART 2-- PRODUCTS(NOT USED) PART 3-- EXECUTION(NOT USED) ****END OF SECTION**** City of Elk River-R13.119052 REGULATORY REQUIREMENTS August 2019 PAGE 01410-1 V092712 ©Bolton&Menk,Inc.2019,All Rights Reserved SECTION 01420-SPECIFICATION REFERENCE AND WORKS CONSULTED PART 1-- GENERAL The references listed in this section are not all inclusive.There may be other references in individual specification sections that are not listed in this Section. Portions of referenced specifications not specifically affected by the supplemented information of modification shall remain in effect as originally written. It is the Contractor's responsibility to have these and all other referenced specifications listed in individual Sections available onsite and to be familiar with them. 1.1 ENGINEERS JOINT CONTRACT DOCUMENTS COMMITTEE (EJCDC) A. Documents with the EJCDC copyright notice in the footer are used in this Project Manual under a licensing agreement with EJCDC.The text of these documents has not been changed or modified by Bolton & Menk, Inc. B. EJCDC documents were consulted in the creation of the Project Manual Sections listed below.These documents have been altered from the original EJCDC text and the EJCDC footer has been removed in compliance with the EJCDC license agreement.Those portions of the text that originated in copyrighted EJCDC documents remain subject to the EJCDC copyright. 1. 00100—Advertisement for Bids 2. 00200—Instructions to Bidders 3. 00410—Bid Form 4. 00520—Agreement 5. 00800—Supplementary Conditions 1.2 SOIL DISTURBING ACTIVITIES A. Minnesota Pollution Control Agency(MPCA)-General Storm Water Permit for Construction Activity(MN R100001) in force at the day of bid: Ihtt.P.:.//www...pcu. 1.3 WATERMAIN,SANITARY SEWER AND STORM SEWER CONSTRUCTION A. "Standard Specifications"as published by the City Engineers Association of Minnesota, in force 30 calendar days prior to bid date: Ihtt.P.:.//www:ceap .n.l.g, B. American Water Works Association (AWWA)Standards: Ihttp...//www1awwa oprg. 1.4 GRADING,STREET AND SURFACE IMPROVEMENTS A. All of Divisions II and III,and any specifically referenced Division I sections of the Minnesota Department of Transportation (MnDOT), "Standard Specifications for Construction",together with all the Supplemental Specifications in force 30 calendar days prior to bid date: Ihttpp//wwwdot: tt.e.p . ..0 / Le � tttg/ ec/ B. MnDOT Technical Memoranda in force 30 calendar days prior to bid date and referencing the use of English units of measure: Ihttp,,,//www,.dot,.state,.,rnl u ,/d �,,gn ook jkicle,x„Ihtrnn C. MnDOT Standard Plans: Ihtto.:/ stapld rdo�ans:dot.state.rn .:_u,. D. MnDOT Standard Details: Ihtt .:.//-tun ard.p�ute�dot.:_stute:.p�_��.:_us./ E. Whenever the word "Contracting Authority,” "Department"or"Owner" is used in the sense of ownership as part of any of the MnDOT Documents, it shall mean Owner as defined in the Agreement. 1.5 TRAFFIC CONTROL A. The Minnesota Manual of Uniform Traffic Control Devices(MMUTCD)shall apply to this project and is available at: Ihtt.pp/ www.._dot state:_p nus/tpgff�capJg/pudgy/p�utcd/. City of Elk River-R13.119052 SPECIFICATION REFERENCE August 2019 PAGE 01420-1 V052815 ©Bolton&Menk,Inc.2019,All Rights Reserved Bi The MnDOTsTemporary Traffic[ontro|ZoneLayoutsReldavai|ableat: PART 2— PRODUCTS(NOT USED) PART3— EXECUTION A. The Contractor shall have access to the reference documents at the site at all times during the construction either inpaper ordigital format. ****ENOOF8ECT|ON**** City ofElk River R13.119052 SPECIFICATION REFERENCE August 2019 PAGE 01420-2 SECTION 01425-ABBREVIATIONS PART 1-- GENERAL 1.1 WHEREVER THE FOLLOWING ABBREVIATIONS ARE USED,THEY SHALL HAVE THE MEANINGS INDICATED: A. AASHTO American Association of the State Highway and Transportation Officials B. ACI American Concrete Institute C. Al The Asphalt Institute D. ASTM American Society for Testing and Materials E. AWWA American Water Works Association F. CEAM City Engineer's Association of Minnesota G. CLFMI Chain Link Fence Manufacturers Institute H. MnDOT Minnesota Department of Transportation I. OSHA Occupational Safety and Health Administration J. PCA Portland Cement Association or Minnesota Pollution Control Agency(context obvious) K. SWPPP Storm Water Pollution Prevention Plan PART 2-- PRODUCTS(NOT USED) PART 3-- EXECUTION(NOT USED) ****END OF SECTION**** City of Elk River-R13.119052 ABBREVIATIONS August 2019 PAGE 01425-1 ©Bolton&Menk,Inc.2019,All Rights Reserved SECTION 01450-QUALITY CONTROL PART 1-- GENERAL 1.1 SCOPE OF TESTS A. All materials,equipment, installation,and workmanship included in this contract, if so required by the Engineer,shall be tested and inspected to prove compliance with the contract requirements. B. All tests and inspections shall be completed under the direct supervision of a licensed professional engineer. All tests and inspections shall be the responsibility as identified in the individual sections of these specifications and shall be reported directly to the Owner and Engineer. C. No tests specified herein shall be applied until the item to be tested has been inspected and approval given for the application of such tests. D. Tests and inspections shall include all those specified in the individual sections and shall be compensated in accordance with the individual sections. E. Tests and inspection, unless otherwise specified or accepted,shall be in accordance with the recognized standards of the industry. F. Soil compaction testing performed by the Owner is deemed to be for the convenience of the Owner for documentation of the progress and performance of the work. Soil compaction testing results will be made available to the Contractor. However,the Owner and Engineer make no representations that the number of tests taken will be sufficient to accurately characterize the condition of any trench,and the Contractor shall take any supplemental test it deems necessary to monitor its own performance. The Owner may,at its discretion,eliminate soil and compaction testing on any part or the entire project. The presence or absence of soil and compaction testing or the approval of the results thereof shall in no way reduce the Contractor's obligation to correct trench settlement as described in these Special Provisions. 1.2 FINAL TESTING AND START-UP A. If, under test,any portion of the work fails to fulfill the contract requirements and is altered, renewed or replaced,tests on that portion so altered, removed, replaced,together with all other portions of the work as are affected thereby, shall, if so required by the Engineer, be repeated within reasonable time and in accordance with the specified conditions and the Contractor shall pay to the Owner all reasonable expenses incurred by the Owner as a result of the carrying out of such tests. 1.3 TESTING AND LABORATORY SERVICES A. Independent Testing Laboratory 1. Where in the individual sections of this Specification,tests or inspections are required to be furnished by the Contractor by an independent testing laboratory,the Contractor shall employ and arrange for, at its expense,the services of an approved independent testing laboratory satisfactory to the Engineer to perform the testing utilizing recognized standard procedures and criteria. 2. If the project includes the MnDOT Schedule of Materials Control Section,the Contractor shall employ and arrange for,at its expense,the services of an approved independent testing laboratory satisfactory to the Engineer to perform the testing utilizing recognized standard procedures and criteria for all testing listed under Quality Control,Contractor,or Producer testing in the Schedule of Materials Control regardless of what the individual sections of this specification state. B. Reports and Certificates 1. The Contractor shall submit reports and certificates of all inspections and test to the Engineer in duplicate. The reports and certificates become the property of the Owner. C. Sample Materials City of Elk River-R13.119052 QUALITY CONTROL August 2019 PAGE 01450-1 V040110©Bolton&Menk,Inc.2019,All Rights Reserved 1. The Contractor shall furnish all sample materials required for these tests and shall deliver the same without charge to the testing laboratory or other designated agency when and where directed by them. D. Additional Tests 1. In addition to those tests required by the individual technical specifications and/or referenced specifications: (a) Additional tests required beyond these required under this specification may be ordered by the Engineer to settle disagreements with the Contractor regarding quality of work done. If the work is defective,the Contractor shall pay all costs of the additional tests and shall correct the work. If the work is satisfactory,the Owner will pay for the additional tests. (b) The Owner may perform televised inspection of any and/or all underground construction included in this project,at its own expense,at any time prior to final payment. All deficiencies discovered in the course of such investigation shall be corrected at the Contractor's expense and,the Owner's satisfaction, prior to final payment. 1.4 ENGINEER'S REPRESENTATIVES AND TESTING A. The Engineer may provide a Resident Project Representative(RPR)to ascertain that the work is accomplished properly and in accordance with the plans and specifications. The RPR shall have full access to the work and shall be given full cooperation. The RPR shall have the authority,subject to the final decision of the Engineer,to reject any defective work or material. The RPR shall have no authority to permit any deviation from the plans and specifications except on written order from the Engineer. B. The presence of the Engineer or any RPRs, however,shall not relieve the Contractor of the responsibility for the proper execution of the work in accordance with all requirements of the Contract Documents. Compliance is a duty of the Contractor,and said duty shall not be avoided by any act or omission on the part of the Engineer or any RPRs. 1.5 SITE INVESTIGATION AND CONTROL A. The Contractor shall verify all dimensions in the field and shall check field conditions continuously during construction. The Contractor shall be solely responsible for any inaccuracies built into the work due to his failure to comply with this requirement. B. The Contractor shall inspect related and appurtenant work and shall report in writing to the Engineer any conditions,which will prevent proper completion of the work. Failure to report any such conditions shall constitute acceptance of all site conditions,and any required removal, repair or replacement caused by unsuitable conditions shall be performed by the Contractor at his sole cost and expense. 1.6 RIGHT OF REJECTION A. The Engineer,acting for the Owner,shall have the right,at all time and places,to reject any articles or materials to be furnished hereunder which in any respect,fail to meet the requirements of these specifications, regardless of whether the defects in such articles or materials are detected at the point of manufacture or after completion of the work at the site. If the Engineer or RPR,through an oversight or otherwise, has accepted materials or work which is defective or which is contrary to the specifications,such material, no matter in what stage or condition of manufacture,deliver,or erection,may be rejected by the Engineer for the Owner. PART 2-- PRODUCTS(NOT USED) PART 3-- EXECUTION(NOT USED) ****END OF SECTION**** City of Elk River-R13.119052 QUALITY CONTROL August 2019 PAGE 01450-2 V040110©Bolton&Menk,Inc.2019,All Rights Reserved SECTION 01500—MOBILIZATION PART 1-- GENERAL 1.1 SUMMARY A. This section covers the mobilization of all labor, materials,tools,equipment and performances of all work and services necessary or incidental to construct the project, including but not limited to,the demobilization associated with closing the project, removing all equipment, removing excess materials,and general clean-up. 1.2 METHOD OF MEASUREMENT AND PAYMENT A. Mobilization shall be measured by the LUMP SUM and paid in accordance with the following schedule. 1. On the first partial estimate that shows work performed on at least one major contract item, 25 percent of the amount bid for Mobilization will be paid, but not more that 3 percent of the original Contract amount. 2. On subsequent partial estimates, payment shall be made at the same percentage as the value of work completed to date relative to the original Contract amount,except that payment shall not be reduced from the original 25 percent. Materials on hand shall be excluded from the payment ratio computation. 3. At such time that 95 percent of the original Contract amount is earned,full payment for Mobilization shall be made. 1.3 SPECIFICATION REFERENCES A. Mn DOT 2021 shall apply to mobilization. B. Unless noted otherwise,the provisions in this section are in addition to the referenced specification. PART 2-- PRODUCTS(NOT USED) PART 3-- EXECUTION(NOT USED) ****END OF SECTION**** City of Elk River-R13.119052 MOBILIZATION August 2019 PAGE 01500-1 V040110©Bolton&Menk,Inc.2019,All Rights Reserved SECTION 01550-MAINTENANCE OF HAUL ROADS&TEMPORARY ACCESS PART 1-- GENERAL 1.1 MAINTENANCE A. The Contractor shall notify and obtain the approval of the local governmental authority for the use of all haul roads and construction easement areas within the City limits not specifically noted below. The Contractor will be required to deliver new materials and dispose of all excavated material plus removal items only on designated haul roads. This also applies to equipment entering and leaving the project site such as backhoes and front end loaders. B. Allowable City street and project haul roads are described as follows: 1. School Street 2. Proctor Avenue (with approval of Sherburne County) 3. Jackson Avenue C. The Contractor shall confine all operations, ingress and egress to the designated haul roads. The Owner may assess a fee in the amount of$500 per day for each day that the Contractor occupies or travels on non-designated haul roads.The fee shall be in addition to damages assessed against the Contractor to repair damage caused to the roadway. D. The Contractor shall maintain and repair any damage to haul roads. Maintenance shall include, but not be limited to,the following: blading, patching,signing,graveling and dust control. This work will be at the Contractor's expense,without any direct compensation being made other than the payment received for Contract items. E. The Contractor shall be responsible for all roadbed maintenance over backfilled trenches and roadbed subgrade during the construction period. 1.2 REFERENCED SPECIFICATION A. MnDOT 1513, Restrictions on Movement and Storage of Heavy Loads and Equipment. B. MnDOT 1515,Control of Haul Roads C. Mn DOT 2051, Maintenance and Restoration of Haul Roads. D. Unless noted otherwise,the provisions in this section are in addition to the referenced specification. PART 2-- PRODUCTS(NOT USED) PART 3-- EXECUTION 3.1 CONSTRUCTION REQUIREMENTS A. Reclaimed bituminous and salvaged aggregate base may be used for temporary access surfacing. No additional compensation shall be granted for the installation, removal and disposal of materials utilized in this way. ****END OF SECTION**** City of Elk River-R13.119052 MAINTENANCE OF HAUL ROADS&TEMPORARY ACCESS August 2019 PAGE 01550-1 V040110©Bolton&Menk,Inc.2019,All Rights Reserved SECTION 01555-MAINTENANCE AND CONTROL OF TRAFFIC PART 1-- GENERAL 1.1 SUMMARY A. Traffic Control 1. All traffic control methods shall conform to the provisions of the latest edition of the Minnesota Manual of Uniform Traffic Control Devices(MN MUTCD), including its supplements and Part VI, "Field Manual for Temporary Traffic Control Zone Layouts",the"Guide to Establishing Speed Limits in Highway Work Zones",the Minnesota Flagging Handbook,the provisions of MnDOT 1404 and 1710,the Minnesota Standard Signs Manuals Parts I and 11,the Traffic Engineering Manual Chapter 8 Appendixes 8-8.02 and 8-8.03,the Traffic Control Layouts/Typical Traffic Control Layouts in the Plans. 2. The Contractor shall furnish, install, maintain and remove all traffic control devices including, but not limited to,construction signs, barricades and barricade weights,traffic marking tape,and warning lights which are needed for the guidance,warning and control of traffic adjacent to and through this project. 3. The Contractor shall provide sufficient surveillance of the traffic control devices to insure compliance during the entire construction period. The Contractor shall furnish names,addresses,and phone numbers of at least two local individuals capable of immediate response who will be responsible for the site security and traffic control devices to: The Engineer The Owner Local Law Enforcement Agencies 4. The Contractor shall respond with sufficient personnel,equipment and/or materials and conduct the required work or be subject to a $100 per hour deduction from the time of notification for non- attention to project security and safety. 5. The Contractor shall schedule the work to cooperate fully with residential and business property owners abutting the project to minimize the time of restricted access to their property during the construction period. 6. Access to Dove Tree Apartments shall be maintained at all times. Flaggers may be required. Coordinate concrete and paving work at access with property owner. 7. The cost of maintaining vehicular and pedestrian traffic on temporary aggregate surfaced drives, walkways, including the eventual removal of the aggregate material,shall be considered incidental to traffic control. 8. If it is necessary to enter upon a right-of-way controlled by the County or Minnesota Department of Transportation,the Contractor shall notify the appropriate agency before commencing construction within the right-of-way. 9. In the event that any of the above right-of-way require traffic to be detoured around the construction zone,the Contractor shall prepare the detour route with the appropriate Agency representatives. The Contractor shall provide and maintain all signing and other traffic control required. The affected Agency shall be notified by the Contractor before re-routing traffic. Dust control and road maintenance of the by-pass route shall be the Contractor's responsibility. 10. The Contractor shall be responsible for securing a site for storage of construction equipment and materials. B. General Construction and Traffic Requirements 1. The parking of Contractor's Vehicles that obstruct any traffic control devices will not be permitted. City of Elk River-R13.119052 MAINTENANCE AND CONTROL OF TRAFFIC August 2019 PAGE 01555-1 V040110©Bolton&Menk,Inc.2019,All Rights Reserved 1.2 METHOD OF MEASUREMENT AND PAYMENT A. Traffic Control shall be measured by the LUMP SUM and paid in accordance with the following schedule. 1. On the first partial estimate that shows work performed on at least one major contract item, 25 percent of the amount bid for Traffic Control will be paid, but not more that 3 percent of the original Contract amount. 2. On subsequent partial estimates, payment shall be made at the same percentage as the value of work completed to date relative to the original Contract amount,except that payment shall not be reduced from the original 25 percent. Materials on hand shall be excluded from the payment ratio computation. 3. At such time that 95 percent of the original Contract amount is earned,full payment for Traffic Control shall be made. PART 2-- PRODUCTS(NOT USED) PART 3-- EXECUTION 3.1 CONSTRUCTION REQUIREMENTS A. The Contractor shall notify the Engineer in writing at least 72 hours prior to the start of any construction operation that will necessitate lane closure or internal traffic control signing. B. The traffic control devices required along the project corridor shall be delivered and installed prior to the start-up of the work. C. The Contractor shall maintain traffic through the intersections whenever possible. D. The Contractor shall monitor and maintain all traffic control devices. ****END OF SECTION**** City of Elk River-R13.119052 MAINTENANCE AND CONTROL OF TRAFFIC August 2019 PAGE 01555-2 V040110©Bolton&Menk,Inc.2019,All Rights Reserved SECTION 01562-AIR, LAND AND WATER POLLUTION PART 1-- GENERAL 1.1 SUMMARY A. This section covers the furnishing of all labor, materials,tools,equipment and performances of all work and services necessary for the prevention of air, land and water pollution as indicated on the plans or as specified herein or as directed by the Engineer. 1.2 METHOD OF MEASUREMENT AND PAYMENT A. Measurement and compensation for the following items shall be paid according to the referenced specification or as modified below: 1. Payment for the prevention of air and land pollution shall be incidental to the project and no separate compensation will be granted 2. Payment for all work associated with the prevention of water pollution and erosion control shall be incidental to the project and no separate compensation will be granted, unless payment for such work is specifically identified in Section 02370"Erosion and Sediment Control"of this Project Manual. B. SPECIFICATION REFERENCES 1. MnDOT 1717 shall apply to the prevention of air, land and water pollution. 2. Mn DOT 2573 shall apply to storm water management. 3. Unless noted otherwise,the provisions in this section are in addition to the referenced specification. PART 2-- PRODUCTS(NOT USED) PART 3-- EXECUTION 3.1 GENERAL A. The Contractor shall provide and maintain all sanitary accommodations for use by employees. B. All solid waste material shall be disposed by the Contractor in accordance with the local and State solid waste disposal regulations. 3.2 DUST CONTROL A. The Contractor shall perform dust control operations necessary to proactively prevent the production of dust in amounts to cause nuisance or damage to property,vegetation,animals,or persons in the vicinity of the construction. B. The Contractor shall suspend construction or haul traffic when the Contractor cannot prevent airborne dust until such time as dust control can be re-established to the required levels. C. The Contractor shall be responsible for any damage resulting from dust originating from the construction. The dust abatement measures shall be continued until the Contractor is relieved of further responsibility under these Contract provisions. D. Requests by the Owner or Engineer for additional dust control shall be accomplished within 4 hours of notification and shall also include evenings and weekends as required or deemed necessary by the Owner or the Engineer. Failure to perform the work requested within the 4 hours may result in the Owner or Engineer arranging for dust control by others. A contract deduction shall be made equal to the total of all costs to perform dust control so arranged,including not limited to labor,materials,equipment and administrative costs. 3.3 USE OF CHEMICALS A. Reference Storm Water Pollution Prevention Plan (SWPPP). ****END OF SECTION**** City of Elk River-R13.119052 AIR, LAND AND WATER POLLUTION August 2019 PAGE 01562-1 V040110©Bolton&Menk,Inc.2019,All Rights Reserved SECTION 01720-FIELD ENGINEERING PART 1-- GENERAL 1.1 STAKING A. Unless otherwise specified in the specific sections,Owner shall provide engineering surveys to establish reference points for construction as follows: 1. Street Grading and Top of Curb: (a) A control line(usually offset from the curb line)with cuts and fills to proposed grade at 50.0-foot spacing on tangents,and 25.0-foot spacing on horizontal or vertical curves,shall be furnished and set on both sides for control of the construction herein described. (b) Unless otherwise stated in the applicable section of the Specifications or waived by the Engineer, the Contractor shall provide Blue Tops prior to final paving for subgrade and aggregate base construction. 2. The Engineer will provide horizontal and vertical control points on the project's datum. 3. The Engineer will provide stakes indicating the right of way and/or temporary easement construction limits. 4. The Engineer will provide stakes indicating the project stationing. 5. Contractor is responsible to have all areas where stakes need to be set to be clear of debris. The contractor needs to also provide a clear line of sight for staking. 6. The Contractor shall submit staking requests a minimum two(2)working days,excluding Saturdays, Sundays,and legal holidays, prior to the date requested stakes are needed on the project.Staking requests submitted after 2pm shall be recorded as being received the next business day. 7. The stakes are an integral part of the project and the Contractor shall protect and preserve all such stakes and marks,and will be charged with the expense of resetting all such stakes and marks destroyed or disturbed due to the Contractor's carelessness or negligence. Stakes that are destroyed due to vandalism,erosion or other incidents shall be re-staked by the Engineer,and will not be at the Contractor's expense. 8. In the event of apparent or questionable errors or inconsistencies in such stakes set for control of line and/or grade,the Contractor shall promptly notify the Engineer of such error or inconsistency and shall not proceed with the work until such stake,grade,or mark shall have been verified or corrected by the Engineer. 9. The Engineer will mark the existing boundary monuments prior to construction. The Contractor is responsible for protecting the monuments during construction. If monuments are removed the Engineer will reset them post construction at the Contractor's expense. 10. All other line and grade staking shall be the responsibility of the Contractor. The Contractor shall furnish sufficient equipment and personnel for determination of plan grades,cross sections,course thicknesses, etc. The survey cost of establishing stakes requested by the Contractor for the convenience of the Contractor, beyond those cited as basic project control,will be charged to the Contractor or withheld from the amounts due to the Contractor. B. Unless otherwise stated in the applicable section of the Specifications or waived by the Engineer,the Contractor shall provide Blue Tops prior to final paving for subgrade and aggregate base construction. PART 2-- PRODUCTS(NOT USED) PART 3-- EXECUTION(NOT USED) ****END OF SECTION**** City of Elk River-R13.119052 FIELD ENGINEERING August 2019 PAGE 01720-1 V012419 ©Bolton&Menk,Inc.2019,All Rights Reserved SECTION 01770-PROJECT CLOSEOUT PART 1-- GENERAL 1.1 FINAL INSPECTION A. After the cleaning up of the work, premises,and all other areas and structures connected with the performance of the contract,the work as a whole, shall be examined by the Engineer and Owner; and,any workmanship or materials found not meeting the requirements of the specifications shall be identified and included on a punch list given to the Contractor. B. The Contractor shall,at its own expense, promptly remove, replace, repair,or otherwise correct the deficiencies with good and satisfactory workmanship and material to the satisfaction of the Owner and Engineer. C. In the event that the Contractor does not satisfactorily remove, replace, repair,or otherwise correct the deficiencies within thirty calendar days after receipt of the punch list,the Owner reserves the right to employ the services of other contractors and/or service organizations to conduct the necessary work and deduct any and all associated costs from final payment to the Contractor. The entry of such other agents on the project to perform this work will not relieve the Contractor from any of its warranty, maintenance or start-up obligations. 1.2 PROJECT ACCEPTANCE A. The project shall be accepted after the final examination has been conducted and all settlement,defects, damages,etc.,discovered during the previous examination have been remedied. PART 2-- PRODUCTS(NOT USED) PART 3-- EXECUTION(NOT USED) **** END OF SECTION **** City of Elk River-R13.119052 PROJECT CLOSEOUT August 2019 PAGE 01770-1 V040110©Bolton&Menk,Inc.2019,All Rights Reserved TECHNICAL SPECIFICATIONS for Lions Park Drive Improvements City of Elk River Elk River, MN SECTION 02220-REMOVING PAVEMENT AND MISCELLANEOUS STRUCTURES PART 1-- GENERAL 1.1 SUMMARY A. This section covers the furnishing of all labor, materials,tools,equipment and performances of all work and services necessary or incidental to the removal of pavement and miscellaneous structures as indicated on the drawings or as specified herein. 1.2 METHOD OF MEASUREMENT AND PAYMENT A. Measurement and compensation for the following items shall be paid according to the referenced specification or as modified below: 1. The UNIT PRICE bid for removing pavement and miscellaneous structures shall include all costs of labor, materials,equipment and ultimate disposal required to complete the work,as specified. B. The furnishing and installing of specific items and/or the performance of work under certain circumstances shall not be individually paid in the absence of a specific bid item for the work. The costs shall be included in the unit price bid for the associated removal and excavation items.Such items of work include but are not limited to: 1. Saw cutting-bituminous and/or concrete,driveways, sidewalks, pavements,curb&gutter,and other impervious surfaces. 2. Removing storing and reinstalling mail boxes,street/traffic signs or similar structures which must be moved to construct the project. 3. Off-site disposal of excess excavated material and debris. 4. Removal and off-site disposal of bituminous or concrete, unless designated for salvaging. 5. Removing,salvaging and storing,or disposing of manhole and catch basin castings. 6. Loading, hauling,stockpiling and placing as directed (i.e., leveling)designated salvage items to a location directed by the Owner. 7. Fees and permits for the disposal of materials. 8. Removal and disposal of existing sanitary sewer pipe,storm sewer pipe,watermain,and service pipes. 9. Bulkheading the ends of existing pipes designated by the Engineer to be abandoned in place. 10. Protection from damage of structures or other surface improvements that are not to be removed,and subsequent repair and/or replacement if damaged by Contractor operations. 1.3 SPECIFICATION REFERENCES A. Unless noted otherwise,the provisions in this section are in addition to the referenced specification. B. MnDOT 2104 shall apply to the removal of pavement and miscellaneous structures, except as modified herein. 1.4 SUBMITTALS A. No exception to the referenced specification is made. City of Elk River-R13.119052 REMOVING PAVEMENT AND MISCELLANEOUS STRUCTURES August 2019 PAGE 02220-1 V12222017©Bolton&Menk,Inc.2019,All Rights Reserved PART 2-- PRODUCTS 2.1 NO EXCEPTION TO THE REFERENCED SPECIFICATION IS MADE. PART 3-- EXECUTION 3.1 CONSTRUCTION REQUIREMENTS A. Remove existing bituminous,curb and gutter,walks,drives,steps and other specified items where shown on the plans and/or required for the construction of the project. B. Saw cut bituminous and concrete surfaces prior to excavation,to produce a clean-cut breakage joint. C. Dispose of all concrete and bituminous removal items, rubbish and debris outside of the construction zone. It shall be the Contractor's responsibility to secure all required permits and pay all fees associated with the disposal of the material and to secure the disposal site. D. Remove existing mailboxes,street/traffic signs and similar structures that must be removed to construct the project. Restore these facilities to the original location or a location designated by the Owner,when work has progressed past the location of the structure. E. The Contractor shall take full responsibility to protect structures or other surface improvements from damage that are not to be removed. If damage to these facilities occurs due to the construction of the project,the Contractor shall replace or repair them. F. The Owner will designate which existing hydrants,valves and boxes, manhole castings and other items removed as part of the construction,are to be salvaged. All other items shall be disposed by the Contractor. G. All existing watermain,sanitary sewer and storm sewer pipe being removed and replaced by new improvements shall be considered as debris and removed during the construction process. H. Where existing pipes are to be abandoned in place,the pipe shall be filled with sand or flowable fill as noted on the plans. The exposed pipe ends shall be bulkheaded shut with a watertight non-shrink concrete grout at a thickness of not less than one pipe diameter. ****END OF SECTION**** City of Elk River-R13.119052 REMOVING PAVEMENT AND MISCELLANEOUS STRUCTURES August 2019 PAGE 02220-2 V12222017©Bolton&Menk,Inc.2019,All Rights Reserved SECTION 02230-CLEARING AND GRUBBING PART 1-- GENERAL 1.1 SUMMARY A. This section covers the furnishing of all labor, materials,tools,equipment and performances of all work and services necessary or incidental to clearing and grubbing trees,stumps and brush as indicated on the drawings or as specified herein. 1.2 METHOD OF MEASUREMENT AND PAYMENT A. Measurement and compensation for the following items shall be paid according to the referenced specification or as modified below: 1. No exception to the referenced specification is made. B. The furnishing and installing of specific items and/or the performance of work under certain circumstances shall not be individually paid in the absence of a specific bid item for the work. The costs shall be included in the unit price bid for clearing and grubbing.Such items of work include but are not limited to: 1. Permits and fees for the disposal of materials. 2. Protecting existing improvements from damage. 1.3 SPECIFICATION REFERENCES A. Mn DOT 2101 shall apply to clearing and removing trees,stumps and brush,except as modified herein. B. Unless noted otherwise,the provisions in this section are in addition to the referenced specification. PART 2-- PRODUCTS 2.1 NO EXCEPTION TO THE REFERENCED SPECIFICATION IS MADE. PART 3-- EXECUTION 3.1 CONSTRUCTION REQUIREMENTS A. Tree clearing seasonal restrictions do not apply to grubbing. B. Prior to tree trimming to remove overhanging branches,the Contractor shall inspect the branches to be trimmed for occupied bird nests and/or hollows that may be used by birds or bats. 1. If absent,tree trimming may be completed without time restrictions. C. If present,the Contractor shall document with photos to the best of their ability and contact the Engineer before initiating tree trimming.Tree trimming may not proceed until authorized in writing by the Engineer D. All trees,stumps, brush,seed,grass, roots or other undesirable material within the construction limits shall be disposed of by the Contractor. E. Disposal methods shall be approved by the Engineer and shall meet all Local,State and Federal regulations. F. Burning or burial will not be allowed within city limits. ****END OF SECTION**** City of Elk River-R13.119052 CLEARING AND GRUBBING August 2019 PAGE 02230-1 V122617©Bolton&Menk,Inc.2019,All Rights Reserved SECTION 02315-APPLICATION OF WATER PART 1-- GENERAL 1.1 SUMMARY A. This section covers the furnishing of all labor, materials,tools,equipment and performances of all work and services necessary or incidental to the application of water as indicated on the drawings or as specified herein. 1.2 METHOD OF MEASUREMENT AND PAYMENT A. Measurement and compensation for the following items shall be paid according to the referenced specification or as modified below: 1. No direct payment is made for water required. 1.3 SPECIFICATION REFERENCES A. MnDOT 2130 shall apply to the application of water,except as modified herein. B. Unless noted otherwise,the provisions in this section are in addition to the referenced specification. PART 2-- PRODUCTS 2.1 NO EXCEPTION TO THE REFERENCED SPECIFICATION IS MADE. PART 3-- EXECUTION 3.1 CONSTRUCTION REQUIREMENTS A. The Contractor shall secure his own source of water. B. The Contractor shall apply water as may be required to obtain proper compaction for all dust control,street construction,and embankment construction. C. The Contractor shall NOT apply water in quantity or rate sufficient to cause erosion. ****END OF SECTION**** City of Elk River-R13.119052 APPLICATION OF WATER August 2019 PAGE 02315-1 V122217©Bolton&Menk,Inc.2019,All Rights Reserved SECTION 02330-EXCAVATION AND EMBANKMENT PART 1-- GENERAL 1.1 SUMMARY A. This section covers the furnishing of all labor, materials,tools,equipment and performance of all work and services necessary or incidental to the excavation and embankment for roadways and pavements and construction of storm water detention facilities as indicated on the drawings or as specified herein. 1.2 METHOD OF MEASUREMENT AND PAYMENT A. Measurement and compensation for the following items shall be paid according to the referenced specification or as modified below: 1. Common Excavation: (a) Measurement and payment for Common Excavation shall be based upon the CUBIC YARD, PLAN QUANTITY-CY(P). (b) Excavation for construction of aggregate base to the depths specified or shown on the plans under concrete curb and gutter,concrete sidewalk and concrete driveways is included with the Common Excavation (P) quantity. (c) Unless specifically identified as a separate bid item, reclaiming existing bituminous material, mixing with underlying granular material, loading and temporarily stockpiling the mixture is considered incidental to the Common Excavation. 2. Subgrade Excavation: (a) All excavation directed by the Engineer below the common excavation zone or limits indicated in the typical sections or cross sections in the plans shall be considered Subgrade Excavation. (b) Measurement and payment for Subgrade Excavation will be by the CUBIC YARD, EXCAVATED VOLUME-CY(EV) based on the dimensions of the excavated area. (c) The quantities for Subgrade Excavation is strictly an estimate and may be increased or decreased by any amount with no adjustment in unit price according to the conditions revealed. 3. Backfill for Subgrade Excavations: (a) No direct compensation will be made for backfilling subcut areas with suitable material from the excavation. (b) Payment for stabilizing aggregate, reclaimed bituminous/aggregate,or aggregate base used to backfill subgrade excavations will be based on the unit of measure and the unit price bid for the respective items. (c) The quantities for materials used to backfill subgrade excavations are strictly estimates and may be increased or decreased by any amount with no adjustment in unit price according to the conditions revealed. 4. Common Topsoil Borrow: (a) No direct compensation will be made for salvaging,stockpiling and replacing topsoil salvaged from within the construction limits. (b) Measurement and payment for furnishing and installing topsoil borrow shall be based upon the CUBIC YARD, LOOSE VOLUME-CV(LV). City of Elk River-R13.119052 EXCAVATION AND EMBANKMENT August 2019 PAGE 02330-1 V122717©Bolton&Menk,Inc.2019,All Rights Reserved (c) The quantities for topsoil borrow are strictly estimates and may be increased or decreased by any amount with no adjustment in unit price according to the extent of existing topsoil salvaged and other conditions revealed. B. The furnishing and installing of specific items and/or the performance of work under certain circumstances shall not be individually paid in the absence of a specific bid item for work. The costs shall be included in the unit price bid for the associated excavation items.Such items of work include but are not limited to: 1. Reclaiming existing bituminous material, mixing with underlying granular material, loading and temporarily stockpiling the mixture(unless specifically identified as a separate bid item). 2. Disposal of bituminous/aggregate reclamation material that is determined by the Engineer to be unsuitable for re-use. 3. Salvaging,separating,separately stockpiling and re-spreading topsoil material in turf areas to the depths specified or indicated on the plans. 4. Salvaging and separately stockpiling suitable aggregate base material, as determined by the Engineer. 5. Separating,salvaging,stockpiling and replacing clay borrow in roadway,structure,and embankment areas. 6. Earthwork balancing including adjustments for shrinkage loss,and excess materials resulting from the additional volume created from pipe bedding, utility pipe,and/or underground structures shall be included in the unit price bid for common excavation. 7. Protecting existing improvements and previously accepted in-process improvements from damage. 8. Protecting infiltration areas. 9. The avoidance of wetlands. 10. Subcutting the existing topsoil prior to placing embankment in all roadway, patio and trail locations. 11. Subgrade excavation,furnishing stabilizing aggregate,geotextile fabric installation,compaction, regrading and/or other efforts necessary to repair the subgrade for failing to protect the integrity of the subgrade after it has been accepted (test rolled). 12. Restoring the borrow site by grading the area to drain properly to slopes not-to-exceed 6:1 and by restoring the topsoil to a minimum thickness of 6 inches, include in the contract unit price for common borrow. 13. Shaping,stockpiling,&seeding of all disposal sites shall be included in the price bid for common excavation. 14. Gradation and compaction testing and geotechnical inspection services to meet requirements of source and field quality control, if required 1.3 SPECIFICATION REFERENCES A. MnDOT 2105 shall apply to excavation and embankment,except as modified herein. B. MnDOT 2574 shall apply to excavation and embankment,except as modified herein. C. Unless noted otherwise,the provisions in this section are in addition to the referenced specification. PART 2-- PRODUCTS 2.1 MATERIALS A. All excess excavated material shall become the property of the Contractor and shall be removed from the site and disposed of at a site secured by the Contractor. City of Elk River-R13.119052 EXCAVATION AND EMBANKMENT August 2019 PAGE 02330-2 V122717©Bolton&Menk,Inc.2019,All Rights Reserved B. Frozen material shall be considered unsuitable material unless otherwise authorized in writing by the Engineer. C. Excavated material unsuitable for embankment and backfill construction shall become the property of the Contractor and shall be removed from the site and disposed of at a site secured by the Contractor. D. Stabilizing aggregates for use in backfilling subgrade excavations shall conform to the gradation requirements of MnDOT 3601,Granular Filter,or other coarse aggregate found to be in general compliance by the Engineer. PART 3-- EXECUTION 3.1 CONSTRUCTION REQUIREMENTS A. At the end of each day the Contractor shall eliminate surface indentations, including those caused by sheeps foot rollers,tractor tires and tracked equipment,and roll the surface with a steel wheel or rubber tired roller except in those areas designated to be protected from compaction. B. Subgrade excavation shall be performed,as directed by the Engineer,for the removal of any unstable soils that may be encountered. Such excavation shall be backfilled with suitable excess common excavation material or stabilizing aggregate as directed by the Engineer. If the Contractor proceeds without approval from the Engineer or Owner,all work and material to restore the roadbed to the proper grade shall be at the Contractor's expense. C. Once the subgrade has been successfully test rolled, no traffic or construction equipment shall be permitted to operate directly on the subgrade without the prior approval of the Engineer. The subgrade shall be relatively smooth prior to the placement of aggregate base. All equipment shall be restricted to operating only in areas where the aggregate base has been installed to its full design depth. D. Material suitable for curb backfill shall be segregated and stockpiled at a site selected by the Contractor. Following curb construction,the material shall be placed behind the curb to the subgrade level of the topsoil. E. The Contractor shall salvage and stockpile all topsoil removed during the course of the construction. This topsoil shall be used where required for turf establishment as directed by the Engineer. F. Sufficient excavated material shall be utilized by the Contractor to replace loss volume due to soil shrinkage from trench excavation that may occur through the course of construction. The Contractor shall make his own determination of the amount of shrinkage that will occur. G. The subgrade,all embankments and subcuts shall be compacted using the Quality Compaction Method. H. If the subgrade is unstable and the instability is due to excessive moisture,the subgrade shall be scarified and dried over a reasonable time period. When the material has reached acceptable moisture limits,the material shall be returned and compacted into place to the proper elevation. If the material continues to be unstable,the Engineer may authorize the removal of the undesirable material as subgrade excavation. 3.2 SOURCE QUALITY CONTROL A. The Contractor shall arrange for having the following testing performed: 1. One(1)gradation test per each 500 tons or 275 cubic yards(CV)of select granular borrow. 2. One(1)gradation test for stabilizing aggregate. B. Samples for testing shall be taken from material in stock at locations approved by the Engineer.All sampling methods shall be approved by the Engineer. 3.3 FIELD QUALITY CONTROL City of Elk River-R13.119052 EXCAVATION AND EMBANKMENT August 2019 PAGE 02330-3 V122717©Bolton&Menk,Inc.2019,All Rights Reserved A. "Blue Top"stakes shall be provided by the Contractor at 100.0-foot intervals to confirm that the subgrade is constructed to the required grades and elevations. Methods other than "blue top"staking may be allowed, if approved by the Engineer. ****END OF SECTION**** City of Elk River-R13.119052 EXCAVATION AND EMBANKMENT August 2019 PAGE 02330-2 V122717©Bolton&Menk,Inc.2019,All Rights Reserved SECTION 02335-SUBGRADE PREPARATION PART 1-- GENERAL 1.1 SUMMARY A. This section covers the furnishing of all labor, materials,tools,equipment and performance of all work and services necessary or incidental to the subgrade preparation as indicated on the drawings or as specified herein. 1.2 METHOD OF MEASUREMENT AND PAYMENT A. Measurement and compensation for the following items shall be paid according to the referenced specification or as modified below: 1. No direct payment shall be made for subgrade preparation. Costs shall be included in the unit prices bid for the various excavation items. 2. No exception to the referenced specification is made. B. The furnishing and installing of specific items and/or the performance of work under certain circumstances shall not be individually paid in the absence of a specific bid item for the work. The costs shall be included in the unit price bid for the various excavation items.Such items of work include but are not limited to: 1. Drying and adding water to the subgrade. 2. Subgrade excavation,furnishing stabilizing aggregate,geotextile fabric installation,compaction, regrading and/or other efforts necessary to repair the subgrade after satisfying the rolling test and failing to protect the integrity of the subgrade. 1.3 SPECIFICATION REFERENCES A. MnDOT 2112 shall apply to the subgrade preparation,except as modified herein. B. Unless noted otherwise,the provisions in this section are in addition to the referenced specification. PART 2-- PRODUCTS 2.1 NO EXCEPTION TO THE REFERENCED SPECIFICATION IS MADE. PART 3-- EXECUTION 3.1 CONSTRUCTION REQUIREMENTS A. At the end of each day,and prior to the placement of aggregate base,the Contractor shall eliminate surface indentations, including those caused by sheeps foot rollers and tractor cletes,and roll the surface with a steel wheel or rubber tired roller. B. The Contractor shall disc,scarify,shape and compact the street subgrade or existing base,adding water or drying as may be necessary to give uniform and desired density. C. If the subgrade is unstable and the instability is due to excessive moisture,the subgrade shall be scarified and dried over a reasonable time period. When the material has reached acceptable moisture limits,the material shall be returned to the roadbed and compacted into place to the proper elevation. The roadbed will once again be test rolled. If the material continues to be unstable,the Engineer may authorize the removal of the undesirable material as subgrade excavation. D. Once the subgrade has been test rolled and accepted by the Engineer, no traffic or construction equipment shall be permitted to operate directly on the subgrade without the prior approval of the Engineer. All equipment shall be restricted to operating only in areas where the aggregate base has been installed to its full design depth. In the event that inclement weather occurs after a test roll,and prior to placement of the City of Elk River-R13.119052 SUBGRADE PREPARATION August 2019 PAGE 02335-1 V122217©Bolton&Menk,Inc.2019,All Rights Reserved aggregate base or first course of bituminous,the test roll shall be voided and a new test roll shall be performed. E. The subgrade shall be compacted in accordance with the Quality Compaction Method. 3.2 FIELD QUALITY CONTROL A. "Blue Top"stakes shall be provided by the Contractor at 50-foot intervals to confirm that the subgrade is constructed to the required grades and elevations. Methods other than "Blue Top"staking may be allowed, if approved by the Engineer. B. The compacted subgrade shall be test rolled using a fully loaded aggregate truck(tandem) in a pattern approved by the Engineer. The subgrade stability shall be considered adequate when the surface shows less than 1.0-inch of yielding or rutting after one pass,or as otherwise approved by the Engineer. ****END OF SECTION**** City of Elk River-R13.119052 SUBGRADE PREPARATION August 2019 PAGE 02335-2 V122217©Bolton&Menk,Inc.2019,All Rights Reserved SECTION 02370-EROSION&SEDIMENT CONTROL(LESS THAN ONE ACRE DISTURBANCE) PART 1-- GENERAL 1.1 SUMMARY A. This section covers the furnishing of all labor, materials,tools,equipment and performances of all work and services necessary or incidental to storm water management as indicated on the plans,as specified herein or as directed by the Engineer. B. The Contractor and Owner shall identify a person(s) knowledgeable and experienced in the application of erosion and sediment control BMP's who will oversee the site erosion and sediment control. C. Minnesota Pollution Control Agency(MPCA)-General Storm Water Permit for Construction Activity(MN R100001) 1. This site as designed will disturb less than 1.0 acres,therefore a NPDES permit is not required. 2. The Contractor shall contact the Owner if it is determined that additional work is required which will increase the total disturbance area to 1.0 acres or more. (a) The Contractor applies for a NPDES permit from the MPCA. (b) A copy of the active permit has been posted on the site. (c) The Contractor shall be responsible for all costs associated with increasing the total disturbance area to 1.0 acres or more except where the change is due to a work change that is directed by the Owner and not a result of recommendations made by the Contractor to accommodate changed work means or methods. (d) The Contractor shall phase construction to minimize erosion and sediment potential during the project. 1.2 METHOD OF MEASUREMENT AND PAYMENT A. Measurement and compensation for erosion and sediment control shall be paid according to the referenced specification or as modified below: 1. Payment for all work associated with Erosion and Sediment Control shall be at the contract price bid and shall be considered full compensation for furnishing, installing, maintaining and utilizing storm water best management practices and any work specified in conjunction therewith as well as removing temporary sediment control devices when no longer necessary,except for storm water management devices identified for individual payment in the bidding schedule. 2. Eighty percent of payment shall be made upon installation. The remaining 20 percent shall be made upon complete removal of the control measure, removal of any accumulated sediment and surface restoration. B. The furnishing and installing specific items and/or the performance of work under certain circumstances shall not be individually paid in the absence of a specific bid item for the work. The costs shall be included in the unit price bid for the associated erosion control and excavation items.Such items of work include but are not limited to: 1. Maintaining clean exit areas or roads from the site. 2. Sweeping adjacent streets clean of excess soil. 3. Cleaning storm sewers,drain tiles and culverts that have been partially or completely obstructed by sediment that originated from the site. 4. Geotextile fabric for rock installation. City of Elk River-R13.119052 EROSION&SEDIMENT CONTROL August 2019 PAGE 02370-1 V121417©Bolton&Menk,Inc.2019,All Rights Reserved 5. Geotextile fabric to wrap prefabricated inlet protection devices. 6. Aggregate to anchor and act as a filter for prefabricated inlet protection devices. 7. Aggregate associated with the construction of temporary sediment traps. 8. Emergency erosion control mobilization. 9. Construction, maintenance and removal of rock construction entrance. 10. Changing the type of inlet protection for different phases of construction. C. No additional payment shall be made for Erosion Control BMP's necessary to accommodate Contractor phasing or work methods including increased quantities,alternative methods,and turf restoration impacts. 1.3 SPECIFICATION REFERENCES A. Mn DOT 2573—Stormwater Management. B. Mn DOT 2574—Soil Preparation C. MnDOT 2575—Establishing Turf and Controlling Erosion D. Mn DOT 1717—Air, Land and Water Pollution E. Section 02920-Turf Restoration of this Project Manual shall apply to Rapid Stabilization. In the absence of Section 02920, MnDOT 2575, method 3 shall apply. F. Unless noted otherwise,the provisions in this section are in addition to the referenced specification. PART 2-- PRODUCTS 2.1 MATERIALS A. Bale checks shall not be used. B. Where type and rate of seed,fertilizer,and mulch are not designated on the plans or elsewhere in the specifications,the MnDOT Seed Mix and Turf Establishment recommendations for the district where the project is located shall apply except that the seeding rate shall be 1.5 times the MnDOT indicated rate. PART 3-- EXECUTION 3.1 GENERAL A. Construction and/or installation of all appropriate erosion&sediment control devices shall be completed prior to any soil disturbing activities. B. Prior to construction,the Contractor shall observe and document the existing storm water outfall system and discharge area. Sediment deposits not documented prior to the construction may be assumed to have originated from the project site and shall be required to remove and dispose of by the Contractor. C. Exit areas and connected roads shall be kept clean of tracking and sediment release from the site.All material shall be cleaned up the sooner of within 24 hours of discovery or the end of each business day. Washing or sweeping of material into the storm sewer system shall not be allowed. 3.2 CONSTRUCTION REQUIREMENTS A. The Contractor shall control drainage,erosion,and sediment on the project including: haul roads, temporary construction,waste disposal sites, plant and storage locations,and borrow pits,other than commercially operated sources. B. If Contractor fails to install, maintain,and/or perform the appropriate erosion and sediment control practices,as determined by the Engineer,the Engineer may issue a written notice to the Contractor. City of Elk River-R13.119052 EROSION&SEDIMENT CONTROL August 2019 PAGE 02370-2 V121417©Bolton&Menk,Inc.2019,All Rights Reserved Contractor shall correct the cause and alleviate all sediment deposition to the fullest extent possible within the timeframe in the written notice. C. Contractor shall be responsible for removing all sediment deposits including, but not limited to,drainage ways,stormwater basins,or catch basins and re-stabilize the areas where sediment removal results in exposed soil. The removal and stabilization shall take place within 7 calendar days of discovery unless precluded by legal, regulatory,or physical access restraints, regardless if a written notice has been issued by the Engineer. If precluded, removal and stabilization must take place within 7 calendar days of obtaining access. The Contractor is responsible for contacting all local, regional,State,and Federal authorities and property owners and obtaining applicable rights of entry,approvals,and/or permits. D. A contract deduction shall be made equal to the total of all costs incurred by the Owner due to failure of the Contractor to take corrective action within the required timeframe(s).Such costs include but are not limited to: labor,materials,equipment and administrative costs. ****END OF SECTION**** City of Elk River-R13.119052 EROSION&SEDIMENT CONTROL August 2019 PAGE 02370-3 V121417©Bolton&Menk,Inc.2019,All Rights Reserved SECTION 02630—CASTING ASSEMBLY PART 1-- GENERAL 1.1 SUMMARY A. This section covers the furnishing of all labor, materials,tools,equipment and performances of all work and services necessary or incidental to storm sewer construction as indicated on the drawings or as specified herein. 1.2 METHOD OF MEASUREMENT AND PAYMENT A. Measurement and compensation for the following items shall be paid according to the referenced specification or as modified below: 1. Casting Assemblies (a) Casting assemblies shall be measured per EACH,complete in place and paid at the unit price bid. B. The furnishing and installing of specific items and/or the performance of work under certain circumstances shall not be individually paid in the absence of a specific bid item for the work. The costs shall be included in the unit price bid for the storm sewer items,as indicated.Such items of work include but are not limited to: 1. Locating and connecting to an existing storm sewer structure, include in the price bid for casting assembly. 1.3 SPECIFICATION REFERENCES A. MnDOT 2506 shall apply to manholes,catch basins and castings,except as modified herein. B. Unless noted otherwise,the provisions in this section are in addition to the referenced specification. PART 2-- PRODUCTS 2.1 MANHOLES&CATCH BASINS A. Castings 1. All casting assemblies shall meet the certification requirements of the Minnesota Department of Transportation and be manufactured by a MnDOT approved source. 2. The type of casting assembly to be used shall be Neenah R-1733 solid lid with two concealed pickholes and 2.0-inch raised letters stamped "STORM SEWER". The frame shall be Neenah R-1733. 3. The type of curb and gutter catch basin casting assembly to be used shall be Neenah R-3067, unless otherwise specified on the plan. B. Adjusting Rings 1. Only Ladtech H.D.P.E adjusting rings or approved equal,with approved mastic,shall be permitted for manholes. Only concrete adjusting rings shall be permitted for catch basins. C. Chimney Seal 1. None 2.2 GEOTEXTILE FABRIC A. MnDOT 3733,Type I, non-woven for use in wrappingjoints in storm sewer. PART 3-- EXECUTION City of Elk River-R13.119052 CASTING ASSEMBLY August 2019 PAGE 02630-1 V122617©Bolton&Menk,Inc.2019,All Rights Reserved 3.1 MANHOLE AND CATCH BASIN STRUCTURES A. Miscellaneous Work 1. If concrete adjusting rings are used, plaster all manhole adjusting rings installed inside and out,with a minimum thickness of%-inch of mortar. A maximum of 3 individual adjusting rings shall be used. Taller 6.0-inch or 12.0-inch rings shall be used where adjustment requires more than three 2.0-inch rings. 2. If HDPE adjusting rings are used,the sealant material and method shall be in accordance with manufacturer's recommendations. ****END OF SECTION**** City of Elk River-R13.119052 CASTING ASSEMBLY August 2019 PAGE 02630-2 V122617©Bolton&Menk,Inc.2019,All Rights Reserved SECTION 02705-MANHOLES&CATCH BASINS-ADJUST CASTING PART 1-- GENERAL 1.1 SUMMARY A. This section covers the furnishing of all labor, materials,tools,equipment and performances of all work and services necessary or incidental to adjusting a casting assembly frame and ring or valve box as indicated on the drawings or as specified herein. 1.2 METHOD OF MEASUREMENT AND PAYMENT A. Measurement and compensation for the following items shall be paid according to the referenced specification or as modified below: 1. Measurement and payment for adjusting existing manhole frame and rings,catch basin frame and rings,and valve boxes shall be paid per EACH scheduled adjustment, not caused by the Contractor's activities or delays. 2. The initial installation and adjustment of the casting assembly for new manholes and valve boxes, whether to match the bituminous base course or the bituminous wear course shall be incidental to the installation of the item. Subsequent adjustments, not caused by the Contractor's activities or delays, shall be paid per EACH of the type of item indicated. 3. Raise/Lower Existing Manhole B. Payment for raising or lowering an existing manhole shall be measured and paid based on the vertical difference between the existing and final rim elevations. The payment shall include all cost of labor, materials and equipment required to complete the work. C. The furnishing and installing of specific items and/or the performance of work under certain circumstances shall not be individually paid in the absence of a specific bid item for the work. The costs shall be included in the unit price bid for the associated adjustment items. Such items of work include but are not limited to: 1. Saw cutting the wall of the existing structure, if necessary. 2. Adjusting chimney seals on existing structures, if necessary. 1.3 SPECIFICATION REFERENCES A. MnDOT 2506 shall apply to adjusting frame and ring,except as modified herein. B. Unless noted otherwise,the provisions in this section are in addition to the referenced specification. PART 2-- PRODUCTS 2.1 ADJUSTING RINGS A. Only Ladtech H.D.P.E adjusting rings or approved equal,with approved mastic,shall be permitted for manholes. Only concrete adjusting rings shall be permitted for catch basins. PART 3-- EXECUTION 3.1 CONSTRUCTION REQUIREMENTS A. The Contractor shall bring manhole castings and valve boxes to grade. The manhole casting shall be placed on a full mortar bed or bituminous mastic upon final setting. The inside and outside of the adjusted area shall be plastered with a minimum thickness of 1/2-mortar. B. All inverts of manholes and valves boxes shall be cleaned of debris and gravel which may have fallen into the structures as a result of construction. City of Elk River-R13.119052 MANHOLES&CATCH BASINS-ADJUST CASTING August 2019 PAGE 02705-1 V021808©Bolton&Menk,Inc.2019,All Rights Reserved C. Finished grade of the casting or valve box in paved areas shall be according to the following, unless otherwise specified on the plans: Distance Below Distance Below Distance Below Adjacent Concrete Adjacent Bituminous Adjacent Gravel Pavement(in) Pavement(in) Surface/Green Area (in) City Streets 1/8 to% %to 3/8 1 County Highways 1/8 to% %to 3/8 1 State Highways 1/8 to% %to 3/8 1 Sidewalks 1/8 to% 1/8 to% 1 Parking Areas 1/8 to% %to 3/8 1 A. In no case shall the casting or valve box extend above the finished surface. B. Raising and/or lowering an existing manhole to meet a proposed finished rim elevation is performed when the addition and/or deletion of 2.0-inch adjusting rings will not reach a minimum of 2 rings or exceed a maximum of 6 rings. Typically, it will require the: 1. Removal of the manhole cone section or concrete slab top 2. Addition, removal or exchange of barrel sections 3. Replacement of the cone section or the flat slab top 4. Installation of the proper number of adjusting rings 5. Replacement of the manhole frame and casting. 6. In some cases,the existing structure may require saw cutting. ****END OF SECTION**** City of Elk River-R13.119052 MANHOLES&CATCH BASINS-ADJUST CASTING August 2019 PAGE 02705-2 V021808©Bolton&Menk,Inc.2019,All Rights Reserved SECTION 02720-AGGREGATE BASE PART 1-- GENERAL 1.1 SUMMARY A. This section covers the furnishing of all labor, materials,tools,equipment and performances of all work and services necessary or incidental to construct the aggregate base course as indicated on the drawings or as specified herein. 1.2 METHODS OF MEASUREMENT AND PAYMENT A. Measurement and compensation for the following items shall be paid according to the referenced specification or as modified below: 1. No exception to the referenced specification is made. 2. The quantities for aggregate base are strictly estimates and may be increased or decreased by any amount with no adjustment in unit price according to the extent of aggregate base used to backfill subgrade excavations and the extent of reclaimed material available. B. The furnishing and installing of specific items and/or the performance of work under certain circumstances shall not be individually paid in the absence of a specific bid item for the work. The costs shall be included in the unit price bid for the associated aggregate items.Such items of work include but are not limited to: 1. Protecting existing improvements and previously accepted in-process improvements from damage. 2. Subgrade excavation,furnishing stabilizing aggregate,geotextile fabric installation,compaction, regrading and/or other efforts necessary to repair the subgrade after satisfying the rolling test and failing to protect the integrity of the subgrade. 3. The cost of all labor,equipment and materials necessary for meeting the testing requirements of field quality control, if required, include in price bid for Aggregate Base. 4. Furnishing and installing blue tops for gravel surface. 5. Test rolling of the compacted aggregate base using a fully loaded aggregate truck(tandem).. 1.3 SPECIFICATION REFERENCES A. Mn DOT 2211 shall apply to the construction of aggregate base,except as modified herein. B. Unless noted otherwise,the provisions in this section are in addition to the referenced specification. PART 2-- PRODUCTS 2.1 MATERIALS A. When no percent crushing is designated in the Schedule of Prices,the material to be used shall conform to the Specifications for Aggregate Base Class 5 modified so that the percent passing the No. 200 sieve shall be 8 to 10 percent. B. When the schedule of unit prices calls for 100 percent crushed aggregate base,the material to be used shall conform to the Specifications for Aggregate Base Class 5, modified so that the material consists of 100 percent crushed rock. The gradation shall also be modified so that the percent passing the No.200 sieve shall be 5 to 10 percent. C. Materials included here consist of new Class 5 aggregate base. If additional rock is added to meet the Class 5 gradation,the added materials must pass the Los Angeles Rattler(L.A.R.)test. The percent crushed shall also be tested on the aggregate base class 5 samples. City of Elk River-R13.119052 AGGREGATE BASE August 2019 PAGE 02720-1 V122617©Bolton&Menk,Inc.2019,All Rights Reserved PART 3-- EXECUTION 3.1 CONSTRUCTION REQUIREMENTS A. At the end of each day the Contractor shall eliminate surface indentations, including those caused by sheeps foot rollers and tractor cletes,and roll the surface with a steel wheel or rubber tired roller. B. The depth and class of aggregate base to be constructed shall be as shown on the plans. Aggregate base construction shall take place only after the street subgrade condition and grade has been examined by the Engineer. C. All aggregate base courses shall be compacted using the Quality Compaction Method. D. The compacted aggregate base shall be test rolled using a fully loaded aggregate truck(tandem) in a pattern approved by the Engineer. The stability of the compacted base shall be considered adequate when the surface shows less than 1.0-inch of yielding or rutting after one pass,or as otherwise approved by the Engineer. The test rolling of the compacted aggregate base using a fully loaded aggregate truck(tandem) shall be incidental. 3.2 SOURCE QUALITY CONTROL A. The Contractor shall arrange for having the following testing performed: 1. One gradation test for each 500 tons or 275 cubic yards(CV)of each class of aggregate base. 2. One percent crushing test. 3. One aggregate quality test. B. Samples for testing shall be taken from material in stock at locations approved by the Engineer.All sampling methods shall be approved by the Engineer. C. The Contractor shall cooperate fully with the individuals performing the tests. D. Should any of the specified tests fail,the Contractor may arrange and pay for additional tests as may be necessary to satisfy the Engineer that the requirements have been met. 3.3 FIELD QUALITY CONTROL A. "Blue Top"stakes shall be provided by the Contractor at 50.0-foot intervals to confirm that the base is constructed to the required grades and elevations. Methods other than "Blue Top" staking may be allowed, if approved by the Engineer. ****END OF SECTION**** City of Elk River-R13.119052 AGGREGATE BASE August 2019 PAGE 02720-2 V122617©Bolton&Menk,Inc.2019,All Rights Reserved SECTION 02740-PLANT-MIXED BITUMINOUS SURFACING PART 1-- GENERAL 1.1 SUMMARY A. This section covers the furnishing of all labor, materials,tools,equipment and performances of all work and services necessary or incidental to the construction of plant-mixed bituminous surfacing utilizing the MnDOT Gyratory Design Specification (2360)as indicated on the plans or as specified herein. B. This is a Certified Plant Project. The supplier shall have sufficient testing facilities and qualified personnel including Certified Technicians. All required plant and field tests shall be performed in a timely manner and with a good quality control program. 1.2 METHOD OF MEASUREMENT AND PAYMENT A. Measurement and compensation for the following items shall be paid according to the referenced specification or as modified below: 1. All costs of furnishing and applying bituminous tack coat material will be incidental with no direct compensation being made therefore. 2. Payment shall be at the unit price bid per TON of bituminous surfacing for the respective bituminous courses. The amount bid shall include all material and work required to mix and place the bituminous course specified. 3. The Contractor shall allow one thousand dollars($1,000) in the bid to cover the expense of taking ten (10) random,3.0-inch diameter core samples and patching the bore holes. Should any or all of the core samples be deleted,the proportionate core expense shall be deducted from the final project cost. Additional core samples required by the Engineer shall be compensated at thirty dollars($30) per core. B. The maximum payment factor for density is 100 percent. C. This project is not subject to the provisions of MnDOT 2399. D. The furnishing and installing of specific items and/or the performance of work under certain circumstances shall not be individually paid in the absence of a specific bid item for the work. The costs shall be included in the unit price bid for the associated bituminous paving items.Such items of work include but are not limited to: 1. Equipment and materials necessary for meeting the testing requirements of Source Quality Control for the bituminous tack coat, if required, include in price bid for bituminous tack coat. 2. The cost of all labor,equipment and materials necessary to comply with plant and field testing requirements of MnDOT Specification 02360, include in price bid for Plant-Mixed Bituminous Surfacing. 3. The cost of all labor,equipment and materials necessary for constructing clean,vertical,solid edge at the adjacent asphalt surface for both non-wear and wear courses, include in the price bid for Plant- Mixed Bituminous surfacing. 4. Sawcutting the bituminous edges and removing of damaged bituminous just prior to the construction of the next lift of bituminous course. 1.3 SPECIFICATION REFERENCE A. Plant mixed asphalt pavement shall conform to the current MnDOT 2360 Plant Mixed Asphalt Pavement and Technical Memoranda in force 30 calendar days prior to bid date and referencing the use of English units of measure,except as modified in these Specifications. B. MnDOT 2357 shall apply to the construction of bituminous tack coat,except as modified herein. City of Elk River-R13.119052 PLANT-MIXED BITUMINOUS SURFACING August 2019 PAGE 02740-1 V050208©Bolton&Menk,Inc.2019,All Rights Reserved C. Aggregates for bituminous mixtures shall conform to the current MnDOT 3139 Graded Aggregate for Bituminous Mixtures. Copies of MnDOT's current specifications may be downloaded and printed from MnDOT's web site. D. Unless noted otherwise,the provisions in this Section are in addition to the referenced specification. PART 2-- PRODUCTS 2.1 MATERIALS A. Bituminous Tack Coat: 1. The bituminous material for tack coat will be limited to one of the following kinds of emulsified asphalt. However,the Engineer may authorize the use of medium cure cutback asphalt(MC-250) during the early and late construction season when it is anticipated the air temperature may drop below 32 degrees Fahrenheit.Cutback asphalt shall be used only when approved by the Engineer. (a) Emulsified Asphalt (1) Anionic SS-1,SS-1h (2) Cationic CSS-1,CSS-1h (b) Cutback Asphalt: (1) Medium Cure Liquid Asphalt MC-250 2. Only Certified Sources are allowed for use. MnDOT's Certified Source List is located at the following link: Ihtt.p: www:.dot..state..rnI.:u./PLcrduct �kicllex..lhtrn� . B. Bituminous material and aggregate shall be as shown on the typical sections in the plans. PART 3-- EXECUTION 3.1 CONSTRUCTION REQUIREMENTS A. Bituminous Tack Coat 1. The tack coat shall not be applied when the road surface or weather conditions are unsuitable as determined by the Engineer. 2. At the time of applying bituminous tack coat material,the road surface shall be dry and clean and all necessary repairs or reconditioning work shall have been completed as provided for in the Contract and approved by the Engineer. 3. Unless otherwise indicated in the Plans or provisions,the bituminous tack coat material shall be applied within the application rates shown in the table below as based on pavement type or condition and type of bituminous material. The Engineer shall approve the time and rate of application. Only a MnDOT certified asphalt emulsion supplier is allowed to dilute the emulsion. When diluted,the supplier shall provide asphalt emulsion diluted 1-part emulsion to 1-part water. Dilution of asphalt emulsion in the field is not allowed. The Engineer may waive the tack coat requirement when multiple lifts are paved on the same day. Pavement Type or Condition Application Rate-gallons/sy Undiluted Emulsion Diluted Emulsion MC Cutback SS-1,SS-1H,CSS-1, (1 part Emulsion to 1 part water)1 MC-250 CSS-1H SS-1,SS-1H,CSS-1,CSS-1H New HMA 0.03-0.05 0.06-0.10 0.03— City .03—City of Elk River-R13.119052 PLANT-MIXED BITUMINOUS SURFACING August 2019 PAGE 02740-2 V050208©Bolton&Menk,Inc.2019,All Rights Reserved Aged HMA3 or Un-milled PCC 0.05-0.08 0.10-0.15 0.05-0.08 Milled HMA or Milled PCC 0.07-0.10 0.14-0.20 0.07-0.10 'As provided by the asphalt emulsion supplier 'When approved by the Engineer 301der than 1 year 4. The temperature of the bituminous material at the time of application shall be approved by the Engineer,within the limits specified following: (a) SS-1,SS-1H,CSS-1,CSS-1H .........70 to 160 Degrees Fahrenheit (b) MC-250..........................................165 to 220 Degrees Fahrenheit B. The Contractor is required to use the self-propelled pneumatic tire roller as an intermediate roller on the wearing courses. C. Cut the adjacent asphalt surface prior to construction of the bituminous surface course to obtain a clean, vertical, solid edge. D. Compaction of all bituminous mixtures shall be by the Ordinary Compaction Method. 3.2 SOURCE QUALITY CONTROL A. The bituminous mix shall be designed using Contractor Trial Mix Designs. A current MnDOT mix design may be accepted provided it represents the aggregate source and bituminous plant being used for the project, and is approved by the Engineer. No bituminous mixture shall be placed without an approved mix design. B. Testing of the material bituminous tack coat may be required, if determined by the Engineer,that the material appears suspect. 3.3 FIELD QUALITY CONTROL A. If required by the Engineer,cores for mat density and for lift thickness verification shall be taken as specified in 2360.D.1.h of the referenced MnDOT Specification except that for daily production less than 300 tons,the Engineer may require that two cores are taken (one for Contractor testing and one companion core). Sample locations shall be designated by the Engineer and made with a drilling device that produces clean sharp,vertical edges. B. Lift Thickness Tolerances: 1. Lift thickness tolerances shall be as specified in MnDOT 2360. 2. If any cores indicate lift thicknesses outside of the specified tolerances,the Contractor may,at its own cost and expense,take additional core samples to further define the extent of the deficiency. 3. The Engineer shall calculate deficient pavement areas using the locations and thickness results of all core samples and prorating the thickness profile. 4. At the discretion of the Engineer as an alternative to removal and replacement,the Engineer may allow a $1.00 deduction per square yard will be made for each 1/8-inch deficiency of thickness beyond the specified tolerances. 5. Reduction in payment for bituminous courses constructed to more than the maximum permissible thickness shall be in accordance with MnDOT 2360.3.E,except that the thickness tolerances specified herein apply. C. Testing: 1. For projects with 2000 tons or less of a particular mix type,delete Tables 2360-10 and 2360-11 of the referenced MnDOT 2360 and substitute the following: City of Elk River-R13.119052 PLANT-MIXED BITUMINOUS SURFACING August 2019 PAGE 02740-3 V050208©Bolton&Menk,Inc.2019,All Rights Reserved Sampling and Testing Test Reference(Laboratory Production Test Rates(each mix type) Manual unless otherwise Spec Section indicated) Bulk Specific Gravity Divide the planned 1806 2360.2.G.7.b Maximum Specific Gravity production by 500. Round 1807 2360.2.G.7.c Air Voids(calculated) up to the next whole 1808 2360.2.G.7.d Asphalt Content number 1853 2360.2.G.7.a Add AC/Total AC Ratio (calculated) 1853 2360.2.G.7.a Adj.AFT(Calculated) 1854 2360.2.E.7.e Gradation 1 gradation per 500 tons or portion thereof(at least 1203 2360.2.G.7.f one per day) Coarse Aggregate 1 test per 500 tons or Angularity portion thereof. If CAA>8 percent of requirement, 1 1214 2360.2.G.7.g sample per day but test 1 per week. Fine Aggregate Angularity 1 test per 500 tons or (FAA) portion thereof. If FAA>5 percent of requirement, 1 1213 2360.2.G.7.h sample per day but test 1 per week. Fines to Effective Asphalt Divide the planned 2360.2.G.7.f Ratio(calculated) production by 500. Round 1203& 1853 & up to the next whole 2360.2.G.7.a number TSR As directed by the 1213 2360.G.7.i Engineer Aggregate Specific Gravity As directed by the 1204, 1205, and 181 2360.G.7.j Engineer Mixture Moisture Content Daily unless otherwise 1805 2360.G.7.k required by the Engineer Asphalt Binder As directed by the MnDOT Bituminous Engineer] Manual 2360.G.7.1 5-693.920 2. For projects with more than 2000 tons of a particular mix type,testing shall be performed at the rates specified in Tables 2360-10 and 2360-11 of the referenced specification. 3. Contractor shall send a copy of the testing results to the Engineer. 4. Should any of the specified tests fail,the Contractor shall notify the Engineer immediately and shall arrange and pay for additional test as may be necessary to satisfy the Engineer that the requirements have been met. ****END OF SECTION**** City of Elk River-R13.119052 PLANT-MIXED BITUMINOUS SURFACING August 2019 PAGE 02740-4 V050208©Bolton&Menk,Inc.2019,All Rights Reserved SECTION 02741-BITUMINOUS PATCH PART 1-- GENERAL 1.1 SUMMARY A. This section covers the furnishing of all labor, materials,tools,equipment and performances of all work and services necessary or incidental to the construction of plant-mixed bituminous surfacing as indicated on the plans or as specified herein. 1.2 METHOD OF MEASUREMENT AND PAYMENT A. Measurement and compensation for the following items shall be paid according to the referenced specification or as modified below: B. Payment for bituminous patch shall be at the unit price bid per square yard (SY)of bituminous patch. The amount bid shall include all material and work required to construct the bituminous patch as specified on the plans, including: 1. Removal and disposal of bituminous pavements. 2. Common excavation 3. Subgrade Preparation 4. Aggregate Base Course 5. Bituminous Base Course, if specified 6. Bituminous Tack Coat 7. Bituminous Wearing Course 8. Constructing clean vertical edges on adjacent asphalt surfaces. C. The furnishing and installing of specific items and/or the performance of work under certain circumstances shall not be individually paid in the absence of a specific bid item for the work. The costs shall be included in the unit price bid for the associated bituminous patch. Such items of work include but are not limited to: 1. No exception to the referenced specifications is made. 1.3 SPECIFICATION REFERENCE A. Unless noted otherwise,the provisions in this section are in addition to the referenced specification. B. Removing Existing Bituminous Pavements 1. MnDOT 2104 shall apply to the removal and disposal of bituminous pavement,except as modified herein. C. Common Excavation 1. Mn DOT 2105 shall apply to the common excavation,except as modified herein. D. Subgrade Preparation 1. MnDOT 2112 shall apply to the subgrade preparation,except as modified herein. E. Aggregate Base Course 1. Mn DOT 2211 shall apply to the construction of aggregate base,except as modified herein. F. Bituminous Tack Coat 1. MnDOT 2357 shall apply to the construction of bituminous tack coat,except as modified herein. City of Elk River-R13.119052 BITUMINOUS PATCH August 2019 PAGE 02741-1 V122617©Bolton&Menk,Inc.2019,All Rights Reserved G. Bituminous Paving Materials 1. MnDOT 2360, Bituminous Quality Assurance, shall apply to the construction of plant-mixed bituminous surfacing,except as modified herein. (a) MnDOT 02360.6134: The maximum payment factor for density is 100 percent. (b) MnDOT 02360.7C(Pavement Smoothness Specification—IRI (International Roughness Index) is hereby DELETED. PART 2-- PRODUCTS 2.1 MATERIALS A. Subgrade Preparation 1. No exception to the referenced specification is made. B. Aggregate Base Course 1. The material to be used shall conform to the requirements for Aggregate Base,Class 5. C. Bituminous Tack Coat 1. The bituminous material for tack coat shall be CSS-1H. D. Bituminous Paving Materials 1. Bituminous material and aggregates shall conform to the typical sections shown in the plans. PART 3-- EXECUTION 3.1 CONSTRUCTION REQUIREMENTS A. Unless otherwise shown on the typical sections in the plans,the depth and class of aggregate base and bituminous surface to be constructed shall be: 1. Bituminous Roadway(Patch) (a) 2.0-inches Bituminous Wearing Course (b) 2.0-inches Bituminous Non-Wearing Course (c) 2.0-inches Bituminous Non-Wearing Course (d) 8.0-inches Aggregate Base Class 5 2. Bituminous Driveway(Patch) (a) 1.5-inches Bituminous Wearing Course (b) 2.0-inches Bituminous Non-Wearing Course (c) 8.0-inches Aggregate Base,Class 5 B. The subgrade,aggregate and bituminous base courses of patches whose smallest dimension is less than the width of the compaction equipment shall be hand tamped. C. The subgrade shall be compacted using Quality Compaction Method. D. When the Contractor believes subgrade preparation is complete, he shall notify the Engineer for a final examination. If the Engineer requests it,the subgrade shall be test rolled with a fully loaded tandem truck to verify subgrade stability. E. Aggregate base construction shall take place only after the street subgrade condition and grade has been examined by the Engineer. City of Elk River-R13.119052 BITUMINOUS PATCH August 2019 PAGE 02741-2 V122617©Bolton&Menk,Inc.2019,All Rights Reserved F. Cut the adjacent asphalt surface prior to the Construction of the bituminous surface course to obtain a clean,vertical,solid edge. G. Compaction of the aggregate base courses shall be by the Quality Compaction Method. H. The bituminous tack coat shall be applied at the rate of 0.08 gallons per square yard. I. The contact surfaces of all fixed structures,the edge of the in-place mixture in all courses at transverse joints,and the wearing course at longitudinal joints shall be given a uniform coating of Liquid Asphalt or Emulsified Asphalt before placing the adjoining mixture. The bituminous material shall be applied by methods that will ensure uniform coating and in no case shall the application be excessive. J. The bituminous surfacing shall be constructed with maximum deviation of plus or minus%-inch from the planned compacted thickness. K. Compaction of all bituminous mixtures shall be by the Ordinary Compaction Method. A nuclear density meter and operator shall be provided by the Contractor, if requested by the Engineer. 3.2 FIELD QUALITY CONTROL A. The bituminous mix shall be designed using Contractor Trial Mix Designs. A current MnDOT mix design may be accepted provided it represents the aggregate source and bituminous plant being used for the project, and is approved by the Engineer. No bituminous mixture shall be placed without an approved mix design. B. Final line and grade of the wearing surface shall not exceed the following tolerances from the adjacent pavement surfaces: Distance Below Adjacent Bituminous Pavement (inch) City Streets 1/8 County Highways 1/8 State Highways 1/8 Sidewalks 1/8 Parking Areas 1/4 ****END OF SECTION**** City of Elk River-R13.119052 BITUMINOUS PATCH August 2019 PAGE 02741-3 V122617©Bolton&Menk,Inc.2019,All Rights Reserved SECTION 02749-PAVEMENT MARKINGS PART 1-- GENERAL 1.1 SUMMARY A. This section covers the furnishing of all labor, materials,tools,equipment and performance of all work and services necessary or incidental to the application of pavement markings as indicated on the drawings or as specified herein. 1.2 METHOD OF MEASUREMENT AND PAYMENT A. Measurement and compensation for the following items shall be paid according to the referenced specification or as modified below: 1. Pavement markings of the specified width will be measured separately by LINEAL FOOT of each type constructed complete in place as specified. Broken line will be measured by the actual length of line marked and will not include the gap between the broken lines. 2. Pavement messages will be measured separately by the number of EACH type constructed. 3. Crosswalk blocks will be measured by the SQUARE FOOT for the actual area of paint and will not include the space between the blocks. B. The furnishing and installing of specific items and/or the performance of work under certain circumstances shall not be individually paid in the absence of a specific bid item for the work. The costs shall be included in the unit price bid for the associated pavement markings items.Such items of work include but are not limited to: 1. All costs of preparing the surface, including sandblasting and removing of existing(old) pavement markings on existing pavement areas where a new marking layout is to occur. 2. Controlling and protecting traffic. 3. Maintaining the work,together with any other expenses incurred in completing the work that are not specifically included for payment under other Contract Items. 1.3 SPECIFICATION REFERENCES A. MnDOT 2581 shall apply to temporary, removable pavement markings,except as modified herein. B. Mn DOT 2582,3354,3590,3591 and 3592 shall apply to permanent and painted pavement markings,except as modified herein. C. MnDOT Pavement and Marking Specifications shall apply. These specifications may be found at htto://www dot:s t ate:p n 12:u /o crducts/p vep t kt g Jkiformat�_on.hU L Exceptions are as modified herein. D. Unless noted otherwise,the provisions in this section are in addition to the referenced specification. PART 2-- PRODUCTS 2.1 MATERIALS A. Permanent Pavement Markings for application on the final bituminous wearing course shall be: 1. Epoxy Resin Pavement Markings, in accordance with the referenced specification. 2. Drop-On Glass Beads, in accordance with the referenced specification. 3. High Durability Preformed Pavement Markings, in accordance with the referenced specification. City of Elk River-R13.119052 PAVEMENT MARKINGS August 2019 PAGE 02749-1 V122717©Bolton&Menk,Inc.2019,All Rights Reserved 4. Patterned Preformed Polymer Pavement Marking Tape, in accordance with the referenced specification 2.2 EQUIPMENT A. Application equipment for latex and epoxy resin systems shall consist of a machine of the spray type capable of applying the material under pressure at a controlled temperature through nozzles equipped with remotely controlled cutoff mechanisms and suitable line guides that will produce clean cut lines and prevent excessive material drift. B. For highway and street applications,the marking material shall be applied with truck mounted traveling units properly equipped to apply the stripes as required.Where two or more lines are to be applied closely spaced,the machine shall be equipped to apply those stripes simultaneously. For application of broken lines,the applying unit shall include an automatic feed to control device capable of being set to produce the specified stripe gap ratio. PART 3-- EXECUTION 3.1 CONSTRUCTION REQUIREMENTS A. At the time of applying the marking material,the application area shall be free of contamination. The contractor shall clean the surface prior to the line application in a manner and to the extent required by the Engineer. B. The Contractor shall sandblast or otherwise remove existing(old) pavement markings on existing pavement areas where a new marking layout is to occur. C. Pavement markings shall not be applied when the wind or other conditions cause a film of dust to be deposited on the pavement surface after cleaning and before the marking material can be applied. D. The filling of tanks, pouring of materials or cleaning of equipment shall not be performed on unprotected pavement surfaces unless adequate provisions are made to prevent spillage of the material. E. No striping operations will be permitted between sundown and sunrise without written permission from the Engineer. F. All material shall be placed in a workmanlike manner,which shall result in a clearly defined line. G. All pavement striping shall be 4.0-inches wide, unless noted otherwise on the plans. H. Application for the marking material shall be such as to provide uniform film thickness throughout the coverage area. Stripe ends shall be clean cut and square,with a minimum of material beyond the cutoff. I. All pavement markings not conforming to the requirements of the Contract shall be removed and replaced or otherwise repaired to the satisfaction of the Engineer. Removal of unacceptable work shall be accomplished with suitable blasting or grinding equipment unless other means are approved by the Engineer. 3.2 ACCEPTANCE A. The Construction Striper Operations Report Form shall be completed and submitted to the Engineer. The form can be found at the link below: httq.:./../..www.:dot.:_s t ate:.p n_I1,_u 5.1p crd_ucts�.p vep _ titt kt .g tnfoIrrnat�_on.ht��.... ****END OF SECTION**** City of Elk River-R13.119052 PAVEMENT MARKINGS August 2019 PAGE 02749-2 V122717©Bolton&Menk,Inc.2019,All Rights Reserved SECTION 02770-CONCRETE CURBING AND DRIVEWAY PAVEMENT PART 1-- GENERAL 1.1 SUMMARY A. This work consists of constructing cast-in-place concrete curbs,curb and gutter, medians,driveway pavement, pedestrian ramps, and other similar traffic delineation or service items as indicated on the drawings or as specified herein. 1.2 METHOD OF MEASUREMENT AND PAYMENT A. Measurement and compensation for the following items shall be paid according to the referenced specification or as modified below: 1. Special curb and gutter sections shall be measured and paid for as a part of the design style of curb and gutter shown on the plans. B. The furnishing and installing of specific items and/or the performance of work under certain circumstances shall not be individually paid in the absence of a specific bid item for the work. The costs shall be included in the unit price bid for the associated concrete curb and gutter,and concrete driveway items. Such items of work include, but are not limited to: 1. Aggregate base placed under pavements. 2. Cold weather concrete protection methods and materials required. 3. High early strength concrete. 4. Provide adequate barricades and personnel to protect fresh concrete from pedestrian traffic and graffiti. 5. Provide temporary walk ways spanning fresh concrete where required to maintain access into building entrances. 6. Casting and curing concrete compressive test cylinders and the performance of compressive strength tests as specified. C. Slump and air entrainment testing. 1.3 SPECIFICATION REFERENCES A. MnDOT 2531 shall apply to the work under this section,except as modified herein. B. Unless noted otherwise,the provisions in this section are in addition to the referenced specification. C. MnDOT Standard Plates. 1.4 SUBMITTALS A. The mix proportions shall be determined by an independent certified testing laboratory secured by the Contractor. A current mix design may be submitted and accepted, provided the aggregate source is the same as that being used for this project. Two copies of the certified mix design shall be submitted to the Engineer for review prior to the construction of the project. PART 2-- PRODUCTS 2.1 MATERIAL A. Fifty percent of the coarse aggregate shall be Class A material as specified in MnDOT 3137. B. The coarse aggregate designation shall be CA-35 from MnDOT Table 3137-2. C. High early strength concrete shall be used for all driveway pavement. City of Elk River-R13.119052 CONCRETE CURBING AND DRIVEWAY PAVEMENT August 2019 PAGE 02770-1 V122717©Bolton&Menk,Inc.2019,All Rights Reserved PART 3-- EXECUTION 3.1 CONSTRUCTION REQUIREMENTS A. The use of dimensional lumber as forms is permitted if the dimension of the lumber is within%-inch of the specified dimension of the finished concrete. B. The width of all driveways shall be established in the field by the project Engineer or Owner. C. The joints in the driveway pavement shall match with the sidewalk and curb control joints. The Contractor shall be fully responsible for proper jointing patterns. Mismatched jointing will require removal and replacement of components in order to achieve the desired results. All removal and replacement of rejected construction shall be at the Contractor's expense. D. The tooling tolerances as outlined in MnDOT 2531 for surface uniformity,alignment and jointing shall be reviewed by the Contractor prior to the construction. Defects found during examinations will require the Contractor to remove and replace those areas. No deduction in unit price will be acceptable to satisfy defective areas found. E. Backfill along exposed edges of slabs and/or behind the curb with selected salvage material from the excavation to the elevation shown on the design detail plate. F. The Contractor shall imprint the concrete curb at the locations of the utility service locations if indicated and in accordance with the plans. G. When the pavement is placed directly on natural subgrade,earth check dams shall be constructed immediately after passage of the slip forms or removal of the forms to prevent water from flowing along the edge of the pavement and undermining the concrete. They shall not be spaced or be of a width to provide an approach over which a vehicle may be driven onto the pavement. 3.2 FIELD QUALITY CONTROL A. Testing 1. The Contractor shall conduct various material tests throughout the construction to determine conformance with these specifications, including but not limited to: (a) Air and slump cone tests. (b) Beam and cylinder testing. 2. The Contractor's shall cooperate with the individuals conducting the testing operations. B. Warranty Period 1. During the warranty period indicated in the Supplementary Conditions, necessary repairs shall include but not be limited to defects in concrete and workmanship such as cracking, pop-outs,spalling, improper joint placement and settlement. ****END OF SECTION**** City of Elk River-R13.119052 CONCRETE CURBING AND DRIVEWAY PAVEMENT August 2019 PAGE 02770-2 V122717©Bolton&Menk,Inc.2019,All Rights Reserved SECTION 02775-WALKS-CONCRETE PART 1-- GENERAL 1.1 SUMMARY A. This work consists of constructing concrete or bituminous walks 1.2 METHOD OF MEASUREMENT AND PAYMENT A. Measurement and compensation for the following items shall be paid according to the referenced specification or as modified below: B. Payment for constructing pedestrian ramps shall be measured and paid as 7"Concrete Driveway/Pedramp (Patch) at the unit price bid in the Schedule of Unit Prices,complete and in place. C. Payment for constructing truncated domes shall be measured and paid at the unit price bid per Square Foot (SF) in the Schedule of Unit Prices,complete and in place. D. Special walk sections shall be measured and paid for as a part of the design style of walk as shown on the plans. E. The furnishing and installing of specific items and/or the performance of work under certain circumstances shall not be individually paid in the absence of a specific bid item for the work. The costs shall be included in the unit price bid for the associated walks-concrete items. Such items of work include but are not limited to: 1. Cold weather concrete protection methods and materials required. 2. Provide adequate barricades and personnel to protect fresh concrete from pedestrian traffic and graffiti. 3. Provide temporary walk ways spanning fresh concrete where required to maintain access into building entrances. 4. Use of high early strength concrete. 1.3 SPECIFICATIONS REFERENCES A. MnDOT 2521 (or the Minnesota Concrete Flatwork Specifications attached hereto)shall apply to the construction of concrete walks,except as modified herein. B. MnDOT Standard Plates. C. Unless noted otherwise,the provisions in this section are in addition to the referenced specification. 1.4 SUBMITTALS A. Two copies of the certified mix design shall be submitted to the engineer for review prior to the construction of the project. The mix proportions shall be determined by an independent certified testing laboratory secured by the Contractor. A current MnDOT Design Mix may be accepted provided the aggregate sources are the same as that being used for this project. PART 2-- PRODUCTS 2.1 MATERIALS A. CONCRETE 1. Fifty percent of the coarse aggregate shall be Class A material as specified in MnDOT 3137. 2. The coarse aggregate designation shall be CA-35 from MnDOT Table 3137-2. City of Elk River-R13.119052 WALKS-CONCRETE August 2019 PAGE 02775-1 V122717©Bolton&Menk,Inc.2019,All Rights Reserved 3. No modification to reference specification. B. The foundation materials shall be in accordance with the plans. C. TRUNCATED DOME SYSTEMS FOR PEDESTRIAN CURB RAMPS. 1. The approved products are those listed on the MnDOT web site—No Stainless Steel ramps are allowed. http://www.dot.state.mn.us/prod ucts/detecta blewa rn i ngsu rfaces/i ndex.html. PART 3-- EXECUTION 3.1 CONSTRUCTION REQUIREMENTS A. The use of dimensional lumber as forms is permitted if the dimension of the lumber is within%-inch of the specified dimension of the finished concrete. B. When the pavement is placed directly on natural subgrade,earth check dams shall be constructed immediately after passage of the slip forms or removal of the forms to prevent water from flowing along the edge of the pavement and undermining the concrete. They shall not be constructed to provide an approach over which a vehicle may be driven onto the pavement. 3.2 FIELD QUALITY CONTROL A. Testing 1. The Owner may conduct various material tests throughout the construction to determine conformance with these specifications, including but not limited to: (a) Air and slump cone tests. (b) Beam and cylinder testing. 2. The Contractor's shall cooperate with the individuals conducting the testing operations. B. Warranty Period 1. During the warranty period indicated in the Supplementary Conditions, necessary repairs shall include but not be limited to defects in concrete and workmanship such as cracking, pop-outs,spalling, improper joint placement and settlement. ****END OF SECTION**** City of Elk River-R13.119052 WALKS-CONCRETE August 2019 PAGE 02775-2 V122717©Bolton&Menk,Inc.2019,All Rights Reserved SECTION 02920-TURF RESTORATION PART 1-- GENERAL 1.1 SUMMARY A. This section covers the furnishing of all labor, materials,tools,equipment and performances of all work and services necessary or incidental to turf restoration as indicated on the drawings or as specified herein. B. A variety of different seeding mixtures may be utilized on this project. The Contractor shall refer to the plan for the locations of the different turf establishment areas. C. Temporary seeding may be necessary during construction in erosion sensitive areas. The Contractor shall do temporary seeding work as specified herein or as directed by the Engineer. 1.2 METHOD OF MEASUREMENT AND PAYMENT A. Measurement and compensation for the following items shall be paid according to the referenced specification or as modified below: 1. All measurements for payments for turf establishment items shall be based on the Unit Price bid per item. B. The furnishing and installing specific items and/or the performance of work under certain circumstances shall not be individually paid in the absence of a specific bid item for the work. The costs shall be included in the unit price bid for the associated seeding and sodding items. Such items of work include but are not limited to: 1. Application of starter fertilizer on all areas to be sodded shall be included in the price bid for sodding. 2. Subgrade preparation and topsoil placement as required on all areas shown on the plans. 3. Maintenance of newly sodded and seeded areas,as specified, include in the unit price for the associated items. 4. Stapling of sod on sloped areas, include in the unit price bid for sodding. 1.3 SPECIFICATION REFERENCES A. Mn DOT 2574—Soil Preparation B. Mn DOT 2575-Establishing Turf and Controlling Erosion C. Mn DOT 3876—Seed D. Mn DOT 3877-Topsoil E. Mn DOT 3878-Sod F. MnDOT 3881-Fertilizer G. MnDOT 3882-Mulch Material H. MnDOT 3884-Hydraulic Erosion Control Products I. Unless noted otherwise,the provisions in this section are in addition to the referenced specification. PART 2-- PRODUCTS 2.1 MATERIALS A. Seeding 1. The seed mixture to be used shall be: 25-151 City of Elk River-R13.119052 TURF RESTORATION August 2019 PAGE 02920-1 V122917©Bolton&Menk,Inc.2019,All Rights Reserved 2. Unless otherwise specified on the plans,all application rates for MnDOT mixes, except temporary seed, are 150 percent the specified rate. 3. Type 1 mulch shall consist of clean straw with no pasture hay. 4. Seed must be obtained from as close to the project site as reasonably possible with an emphasis on obtaining seed from the local ecotype region. 5. Source identified (Yellow tag)seed through the Minnesota Crop Improvement Association (MCIA) unless otherwise approved by the Engineer. 6. All seed shall be supplied as pure-live seed (PLS). 7. All seed and seed mixes shall conform to State seed requirements for noxious weed content. 8. All seed and seed mixes shall conform to State labeling requirements. For all species in the mix,the label and or invoice shall include the county of origin,and if from Canada,the province. B. Sodding Items 1. Unless otherwise indicated on the plans,sod shall be Lawn Sod as defined in the referenced specification except when located within MnDOT right-of-way where Salt Tolerant Sod shall be utilized. C. Imported Topsoil 1. Unless otherwise indicated on the plans, imported topsoil borrow for general use as a turf growing medium shall comply with MnDOT 3877.2.A. 2. Unless otherwise indicated on the plans, imported topsoil borrow for use as a plant growing medium in designated areas such as landscape beds shall meet the requirements of MnDOT 3877.2.B. D. Fertilizer 1. Fertilizer shall be Type 3(22-5-10). 2. Fertilizer shall be applied at a rate of 350 Ib/acre. E. Hydraulic Matrix 1. Hydraulic Matrix shall be MnDOT Type Bonded Fiber Matrix 2. Hydraulic Matrix shall be applied at a rate of 3500 lbs/acre(dry weight) PART 3-- EXECUTION 3.1 CONSTRUCTION REQUIREMENTS A. GENERAL 1. The subgrade shall be shaped to the approximate contour of the finished surface. All construction debris shall be removed from the area prior to the placement of the topsoil. The subgrade shall be loosened with a disc or harrow to a depth of 6.0-inches prior to application of the topsoil. 2. The topsoil shall be shaped to the approximate contour of the finished surface,with a minimum depth of 4.0-inches, unless otherwise shown on the plan. All construction debris, rocks and trash shall be removed from the area prior to seeding or sodding. The topsoil shall be loosened with a disc or harrow to its full depth prior to seeding or sodding. 3. The Contractor shall be responsible for providing water and maintenance for a period of 30 calendar days,or until final acceptance by the Owner,to firmly establish the seed or sod. The term maintenance shall include mowing,weed control and watering,as necessary. Failure to perform this work within 24-hours of notification of non-compliance may result in the Owner or Engineer arranging for completion of the work by others. A contract deduction shall be made equal to the total of all costs to City of Elk River-R13.119052 TURF RESTORATION August 2019 PAGE 02920-2 V122917©Bolton&Menk,Inc.2019,All Rights Reserved perform such work so arranged, including but not limited to, labor, materials,equipment and administrative costs. 4. Where dormant seeding or sodding is authorized,the maintenance period shall be extended to include the first 30 calendar days after the beginning of the growing season.The beginning of growing season shall be defined as bud burst. B. SEEDING REQUIREMENTS 1. Turf establishment by seeding shall be done utilizing the various combinations of seed mixtures (including aquatic plants),fertilizing and mulching at disturbed areas as shown on the plans. 2. Areas prepared for seeding shall be free of rocks, debris and clumps of soil.The areas shall be graded uniformly and vegetated areas shall be raked free of chunks exceeding%-inch diameter. 3. Seed shall be applied with a drill seeder, unless otherwise approved by the Owner. 4. The Contractor shall furnish weight tickets documenting pounds of hydraulic soil stabilizer placed, pounds of fertilizer placed and pounds of seed placed. The seed tickets shall show individual plant species along with the percent purity and percent germination. The fertilizer tickets shall show mix proportions. The Contractor shall also furnish its QA/QC data to the Engineer. 5. Dormant seeding and snow seeding may be utilized in accordance with the referenced specification and technical memorandum, provided the final acceptance standards are met. 6. Final acceptance of seeding shall be based on an established growth of 6.0-inches with a uniform density to cover 70 percent of the designated area,free of weeds and bare spots. Any re-seeding necessary shall be performed at the Contractor's expense. C. SODDING REQUIREMENTS 1. Sod shall be placed by the Contractor in the locations shown on the plans as directed by the Engineer. 2. When placing sod in irregularly shaped locations,the Contractor shall produce sharp, straight joints between sod rolls. 3. Sod shall be placed to create a firm,smooth, uniform surface without ruts, knobs or wrinkles. 4. Sod placed on slopes greater than 1:4(v:h), in ditch bottoms,and around storm sewer inlets or outlets shall be anchored with staples. Staples shall be U shaped 3 mm (0.12-inch)diameter or heavier steel wire having a span width of 25 mm(1.0-inch)and a length of 200 mm(8.0-inches)from top to bottom, after bending. 5. All re-work necessary to repair imperfections in sod placement shall be made at the Contractor's expense. ****END OF SECTION**** City of Elk River-R13.119052 TURF RESTORATION August 2019 PAGE 02920-3 V122917©Bolton&Menk,Inc.2019,All Rights Reserved o - c wo o z _ a Yz o z - - ° - - w ��®� Z °o w c a - �z � Q Y a W O 5 Ln3Atl NOS—f I L1 � o. o W a o F Z _ Ntltld SNOlI a sls.m. 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NO. ITEM QUANT. UNIT UNIT PRICE AMOUNT CO-1 1 MOBILIZATION 1 LS $12,500.00 $12,500.00 2 TRAFFIC CONTROL 1 LS $7,500.00 $7,500.00 3 CLEARING 2 TREE $500.00 $1,000.00 4 GRUBBING 4 TREE $400.00 $1,600.00 5 REMOVE CONCRETE CURB&GUTTER 124 LF $10.00 $1,240.00 6 COMMON EXCAVATION(EV)(P) 720 CY $24.00 $17,280.00 7 SUBGRADE EXCAVATION (EV) 100 CY $25.00 $2,500.00 8 AGGREGATE BASE CLASS 5(CV)(P) 494 CY $45.50 $22,477.00 9 BITUMINOUS ROADWAY(PATCH) 21 SY $125.00 $2,625.00 10 BITUMINOUS DRIVEWAY(PATCH) 92 SY $43.50 $4,002.00 11 7"CONCRETE DRIVEWAY/PED RAMP(PATCH) 824 SF $15.00 $12,360.00 12 TRUNCATED DOMES 60 SF $77.00 $4,620.00 13 TYPE 9.5 WEARING COURSE MIXTURE(SPWEA240C) 220 TON $100.00 $22,000.00 14 TYPE 12.5 NON WEARING COURSE MIXTURE(SPNWB230C) 225 TON $97.00 $21,825.00 15 CONCRETE CURB&GUTTER(DES. B618) 960 LF $24.00 $23,040.00 16 7"CONCRETE VALLEY GUTTER 394 SF $15.00 $5,910.00 17 ADJUST FRAME&RING CASTING 5 EA $750.00 $3,750.00 18 CASTING ASSEMBLY(CATCH BASIN) 2 EA $650.00 $1,300.00 19 SILT FENCE TYPE MACHINE SLICED 120 LF $5.00 $600.00 20 STORM DRAIN INLET PROTECTION 6 EA $225.00 $1,350.00 21 STABILIZED CONSTRUCTION EXIT 1 EA $1,750.00 $1,750.00 22 BIOROLL TYPE WOOD MULCH 40 LF $10.00 $400.00 23 EROSION CONTROL BLANKET,TYPE 3 80 SY $5.00 $400.00 24 SEEDING 0 ACRE $5,500.00 $2,200.00 25 SEED MIX 25-151 96 POUND $4.00 $384.00 26 HYDRAULIC MATRIX-TYPE BONDED FIBER 1400 POUND $1.00 $1,400.00 27 FERTILIZER TYPE 3 140 POUND $1.50 $210.00 28 COMMON TOPSOIL BORROW(LV) 110 CY $40.00 $4,400.00 29 24"SOLID LINE -EPDXY 15 LF $20.00 $300.00 30 CROSSWALK BLOCK-EPDXY 108 SF $10.00 $1,080.00 TOTAL: $182,003.00