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Jeff Kersey Construction ~ CP14007 CITY OF TIGARD,OREGON-CONTRACT SUMMARY FORM (THIS FORMMUST ACCOMPANY EVER Y CONTRACT Contract Title: Main St Sewer / Fanno Creek Crossing Elimination Number: CP Pick-y1 Contractor: Teff Kersey Construction Contract Total: $243,296.60 Contract Overview: Install public sewer from Fanno Crk Park to Main Street to replace the existing sewer crossing at the Main St Bridge Initial Risk Level: ❑ Extreme ❑ High Z Moderate ❑ Low Risk Reduction Steps: (1) Construct sewer improvements along the westerly property line minimizing potential impacts to the existing building. (2) Limited Construction duration on the parcel identified as (2S102AC01100) or 12564 SW Main St. to minimize potential conflicts with general pubhc, building tenants. (3) Require continuous traffic control at Brew Pub). (4) Night work discussed with contractor but not preferred at this time. (5) Install pathway closure ahead signs/detour signs along the Fanno Creek Trail to direct walkers/bicyclists away from the construction zone in Lower Fanno Crk. Park. 6 After bid acceptance,Risk approved no Professional Liability for contractor if proof submitted o adequate PL coverage by surve o nor to Council approval of contract. Risk Comments/Signature: Contract Manager: Kum McMillan,P.E. Ext: 2642 Department: PW-ENGR Type: ❑ Purchase Agreement ❑ Personal Service ❑ General Service ® Public Impro�vement ❑ IGA [_1 Other: Start Date: End Date: W3-11c( Quotes/Bids/Proposal: FIRM AMOUNT/SCORE Jeff Kersey Construction $243,296.60 Weitman Excavation LLC $251,490.00 CG Contractors LLC $260,864.00 K&E Excvating, Inc. $270,490.00 Cnvilworks NW, Inc. $309,313.50 C&M Excavation $347,594.00 Kerr Contractors $352,954.00 NW Kodiak Construction $355,120.50 Kodiak Pacific Construction $378,941.00 Account Strung: Fund-Division-Account Work Order-Activity Type Amount Year 1 500-8000-56005 93011-140 $243,296.60 Approvals - LCRB Date: Department Comments: k=4_ ovj of Department Signature: Purchasing Comments: Purchasing Signature: City Manager Co ents: -�- City Manager Signature: l After securing all required approvals,forward original copy to the Contracting and Purchasing Office along with a completed Contract Checklist. C,-F> q��� TIGARD City of Tigard 13125 SW Hall Blvd Tigard,Oregon 97223 Phone: 503-639-4171 Fax: 503-684-2797 CONTRACT DOCUMENTS for the construction of Main Street Sewer/Fanno Creek Crossing Elimination Project No.: CIP 2014-93011 Approved by:Michael ne,P.E.,City Engineer Bid Proposals Due & Bids Open: Thursday,January 23,2014-2:00 pm I Version: January 7, 2014 CITY OF TIGARD, OREGON CONTRACTDOCUMENTS Main Street Sewer/Fanno Creek Crossing Elimination DATE DUE: Thursday,January 23, 2014 TIME DUE: 2:00 pm Envelopes must be sealed and marked with project title. Bidders must submit one (1) original of their Bid. If a bid exceeds$100,000,Bidders must submit a First Tier Subcontractor Disclosure Form, provided in this packet, to the City no later than 4:00 pin,January 23,2014 PROJECT MANAGER: QUESTIONS REGARDING THE BID: Kim McMillan,P.E. Joe Barrett, Sr. Management Analyst City of Tigard, Public Works Engineering City of Tigard, Contracts and Purchasing Phone: 503-718-2642 Phone: 503-718-2477 Fax: 503-624-0752 Fax: 503-684-2797 Email: kim@dgard-or.eov Email: iosenh@tigard-or.eov SUBMIT BIDS TO: Joe Barrett, Sr. Management Analyst City of Tigard—Utility Billing Counter 13125 SW Hall Blvd Tigard, Oregon 97223 2 CITY OF TIGARD ADVERTISEMENT FOR BIDS MAIN STREET SEWER/FANNO CREEK CROSSING ELIMINATION The City of Tigard will receive sealed bids from qualified firms at Tigard City Hall's Utility B11h ig Counter located at 13125 SW Hall Blvd.,Tigard,Oregon 97223 until 2:00 pm local time,Janualy 23, 2014 for the Main Street Sewer/Fanno Creek Crossing Elimination construction project. Bids will be opened and publich, read aloud immediately after the bid's closing time and date at Tigard City Hall. The project,Main Street Sewer/Fanno Creek Crossing Elimination,generally consists of the following: 1. Clearing and grubbing,removal of structures and obstructions, traffic control. 2. Installation of sanitary sewer pipe and structures. 3. Pavement replacement(pathway and drive aisle) 4. Installation of fencing. 5. Minor vegetated corridor planting. 6. Permanent sniping, signage,pavement markers. 7. Performance of additional and incidental work as called for by die specifications and plans. Basis of Bid Award shall incorporate all items identified on the Bid Schedule. Pursuant to Tigard Public Contracting Rule 30.055, all bidders must submit a bid security to the City along with their bid in an amount equal to ten percent (101/6) of their base bid. In the event a bid exceeds 5100,000, Bidders must submit a First Tier Subcontractor Disclosure Form,provided in this packet, to the City- no later than 4:00 pm local time,January 23,2014. The City anticipates this will be a prevailing wage rate project. The provisions of ORS Chapters 279A and 279C and all other Oregon and Federal provisions pertaining to minimum salaries and wages shall be incorporated by reference as if fully set forth in any contract resulting from this Invitation to Bid. Contractor shall provide proof to the City prior to the beginning of any of the work that the Contractor has filed a public works bond with a corporate surety in the amount of$30,000 with the Construction Contractors Board as required under Oregon PWR law. No bid will be considered unless fully completed in a manner provided in the bid packet. Facsimile and electronic (email) bids will not be accepted nor will bids be accepted after the stated opening date and time. Bids received after the closing time will be returned to the submitting firm unopened after a contract has been awarded for the required services. Bid packets may be obtained in person at Tigard City Hall's Utility Billing Counter at 13125 SW Hall Blvd, Tigard, Oregon 97223, or by contacting Joe Barrett, Sr. Management Analyst, at either (503) 718-2477 or toseph@ti�d-or.gov. The City may reject any bid not in compliance with all prescribed public bidding procedures and requirements,and may reject for good cause any or all bids upon a finding of the City if it is in the public interest to do so. Published: Daily Tournal of Commerce Date: January 8,2014 Published: The Turd Times Date: Januarn, 16,2014 3 TABLE OF CONTENTS TITLE PAGE TitlePage----------------------------------------------------------------------------------------------1 Advertisement for Bids -----------------------3 Tableof Contents---------------------------------------------------------------------------------4 INSTRUCTIONS TO BIDDERS Section 00120 Bidding Requirements and Procedures------------------------------------------------5 Section 00130 Award and Execution of Contract.....................................................14 BID BOOKLET AttachmentA Proposal----------------------------------------------------------------------------------------------19 Attachment B Acknowledgement of Addenda----------------------------------------------------------25 Attachment C Bid Certifications--------------------------------------------------------------------------------26 Attachment D First Tier Subcontract Disclosure Form--------------------------------------------27 Attachment E Bid Bond Form----------- --------------------- ----------------- ------------ ------------------28 CONTRACT BOOKLET Attachment F Public Improvement Contract-----------------------------------------------------------29 Attachment G Performance Bond Form-------------------------------------------------------------------45 Attachment H Payment Bond Form---------------------------------------------------------------------------47 Attachment I Supplementary General Conditions---------------------------------------------------49 Attachment J Special Provisions----------------------------------------- --------------------------------51 Attaclvnent K Drawings--- --------------------------------- ---------- ------------------------- --------Attached Attachment L ODOT Tito Detail Drawings---------------------------------------------------Attached Attachment 1\1 Oregon BOLI Prevailing Wage Rates--------------------------------------Attached DRAWINGS Main Street Sewer/Fanno Creek Crossing Elimination Dated January 6, 2014 Drawings: Cover Sheet through BR 165 Detail Sheet 4 SECTION 00120-BIDDING REQUIREMENTS AND PROCEDURES This Section replaces Section 00120 of the 2008 edition of the Oregon Standard Specifications for Construction. 00120.00 Bid Closing Time and Date -The advertisement,included un the Bid Booklet sets the deadline date and time for submitting bids. 00120.01 General Bidding Requirements -Bidders may obtain and submit Bids by paper before the deadline stated in the Advertisement for Bid and at the location stated in the Advertisement for Bid. 00120.05 Requests for Solicitation Documents-Informational Plans and Specifications (not for bidding) are available at the City of Tigard, 13125 SW Hall Blvd.Tigard, OR 97223 at no charge. Copies of the Oregon Standard Specifications may be purchased at the ODOT Procurement Office-Construction,Contractor Plans,455 Airport Road SE,Building K,Salem,Oregon 97301-5348 (telephone (503) 986-6936). The Oregon Standard Specification can be obtained on line free of charge at: htQ2://\x,\v-xv.orggon.gov/ODOT/H%VY/SPECS/st2nd,ird specifications.shtml. (a) Paper Bids -Bidders must obtain Solicitation Documents from the Cite of Tigard, 13125 S%V Hall Blvd.,Tigard,OR 97223. Each request must include both the name of the person ordering or obtaining the Solicitation Documents, and the name of the Entity intenduig to use them. (The City willadd the name of the Entity intending to use the Solicitation Documents to the list of Holders of Bidding Plans.) Bidders are cautioned that only Solicitation Documents obtained from the City of Tigard may be used to submit Bids. (b) Standards and Specifications -The work embraced herein shall be done in accordance with the following standards and specifications. City of Tigard Public Improvement Design Standards Download from the City's web site CWS Design and Construction Standards 07-20 w-,vw.clean-,vaterservices.or� - Supplementary General Conditions Included in the Bid Booklet Manual on Uniform Traffic Control Devices (M`UTCD) Oregon Standard Specifications Ver. 2008—Volumes 1 &2 Available from ODOT Copies of these standards and specifications can be found at the locations stated above. 00120.10 Bid Booklet-The Bid Booklet may include,but is not limited to: • Proposal • Acknowledgement of Addenda • Bid Certifications • First Tier Subcontractor Disclosure • Bid Bond Bysigning the Certificate of non-collusion,Bidder certifies that this bid/proposal has been arnved at independently and has been submitted without collusion designed to limit independent bidding or competition. 5 00120.15 Examination of Work Site and Solicitation Documents;Consideration of Conditions to be Encountered -Before submitting a Bid,Bidders shall carefully examine the site of the proposed Work, the Bid Booklet,Plans,and Specifications. Bidders shall also contact Utility owners to venfj'all Utilities' anticipated involvement on the Project Site. Bidders are also encouraged to review any subsurface investigation material referenced in 00120 25 that may be available. Submission of a Bid will constitute confirmation that the Bidder has examined the Project Site and Solicitation Documents, finds the Plans and Specifications to be sufficiently detailed and accurate to enable Bidder to properly perform the Work, and understands the conditions to be encountered in performing the Work and all requirements of the Contract. The City and its employees will not be responsible for loss or unanticipated costs suffered by the Bidder because of the Bidder's failure to become fully informed about all conditions of the Work,or failure to request clarification of Plans and Specifications Bidder believes to be erroneous or incomplete. (a) Clarifications -Any clarification of Plans and Specifications needed by the Bidder shall be requested in writing through the Procurement Office. Requests shall be made in sufficient time for the Agency's reply to reach all Bidders before Bid Closing. Oral explanations or interpretations given before receiving Bids for a Project will not be binding. To be binding,interpretation of the Plans and Specifications by the City must be made by written Addendum famished to all Holders of Bidding Plans according to 00120.30. Notification of erroneous or incomplete Plans or Specifications shall also be submitted to the Procurement Office. Such notification shall also be made in sufficient time for the City to make any necessary modificanons and issue Addenda to Bidders prior to Bid Closing. (b) Protest of Specifications or Terms -A bidder Nvho believes any specifications or terms detailed in the bid packet or sample contract(Attachment F) are unnecessarily restrictive or limit competition may submit a protest in writing, to the Procurement Office. A protest may be submitted via facsimile. Any such protest shall include the reasons for the protest and shall detail any proposed changes to the specifications or terms. The Procurement Office shall respond to any protest and,if necessary, shall issue any appropriate revisions,substitutions, or clarification via addenda to all interested Bidders. To be considered,protests must be received at least seven- (7) calendar days before the bid closing date. The City shall not consider any protest against award due to the content of bid specifications or contract terms submitted after the established protest deadline. All protests should be directed to the Procurement Office and be marked as follows: Bid Specification/Term Protest Main Street Sewer/Fanno Creek Crossing Elimination CUNT of Tigard Attn: Joe Barrett,Sr. Management Analyst 13125 SW Hall Blvd. Tigard, Oregon 97223 If a bid protest is received in accordance with section above,the bid opening date may be extended if necessary to allow consideration of the protest and issuance of any necessary addenda to the bid documents. The City is not obligated to consider any protests unless the issue has first been submitted for clarification and a decision issued under subparagraph (a) above. 00120.16 Material,Equipment, and Method Substitutions -When the Contract specifies certain Materials,Equipment,and/or methods, the Bidder shall include those Materials,Equipment,and/or methods in the Bid unless the Engineer has issued an Addendum granting approval to substitute. The procedure for requesting approval is as follow=s: 6 (a) Written Request - If a Bidder proposes to use Materials, Equipment and/or methods other than those specified, the Bidder shall send a written request to the Engineer, at least seven Calendar Days prior to Bid Opening,including complete descriptive and technical information on the proposed Nlaterials,Equipment and/or methods. (b) Functional Similarity - Materials and Equipment proposed for substitution shall be similar in design, and equal or better in quality and function to those specified. (c) Manufacturer's Information - If manufacturers' brochures or information is needed, the Bidder shall submit three copies of each with all pertinent information clearly marked. (d) Differences -The Bidder shall specifically note all differences between the specified Materials, Equipment and/or methods and the proposed substitutes. (e) Cost -Where a substitute will result in alteration of the design or space requirements, or any other modifications to the Plans,the Bidder shall include in the substitution request all items of cost for the revised design and construction. (f) Notification of Holders of Bidding Plans -If the Engineer approves any proposed substitution, such approval, and any modifications necessitated to the design and construction by the substitution,will be acknowledged by Addenda. Unless the Engineer has approved substitutions of Materials, Equipment, and/or methods prior to opening of Bids, the Bidder shall furnish the items specified in the Contract. Substitution after Award is specified in 00180.31(b), 00180.31(c),and 00180.31(d). 00120.17 Use of City-Owned Land for Staging or Storage Areas -The Contractor may use Agency- owned property for staging or storage areas, subject to the following limitations: (a) Within Normal Right-of-Way Limits - If approved by the Engineer, the Contractor may use available property within the normal Right-of-Way limits for the purpose of constructing improvements under the Contract, as long as such use does not unduly impede other legitimate users of the Right-of-Way or adjacent properties. Where the City owns, or has rights to, other adjacent properties in the Project area, "normal Right-of-Way" is limited to a line drawn across that property connecting the normal Right-of-Way limits on either side of the property. (b) Outside Normal Right-of-Way Limits -The Contractor may not use City-owned property outside of normal Right-of-Way limits for die Project without the approval of the City. If a Bidder obtains approval before submitting a Bid, use of the property will be at no cost to the Contractor, or at a cost stated by the Engineer upon granting approval, as confirmed by Addendum. If approval is not obtained before submitting a Bid, and the Contractor proposes to use City- owned property outside the normal Right-of-Way limits, then use of the property may be approved by the Engineer, but the Contractor will be assessed fair market value, as determined by the Engineer, for use of the propert�,. (c) Restrictions on Use - Contractors shall comply with all applicable laws, ordinances, and regulations pertaining to use of City-owned property, and shall: • Not cause unreasonable impacts on traffic and other facility users. • Clean up all hazardous materials deposited by, or resulting from, Contractor operations. 7 • Be responsible for all costs associated with use of the property. 00120.20 Interpretation of Quantities in Bid Schedule -Quantities appearing in the Bid Schedule are approximate and are provided only for comparison of Bids. The City does not warrant that the actual individual items, amount of Work,or quantities will correspond to those shown in the Bid Schedule. Payment to the Contractor will be made only for actual quantities of Work performed and accepted or Materials furnished and accepted,as required by the Contract. Quantities of Work to be performed and Materials to be furnished may each be increased,decreased,or omitted as provided in 00120.30 and 00140.30. 00120.25 Subsurface Investigations -If the City or its consultant has conducted subsurface or geologic investigations of the proposed Project Site,the results of the investigations may be included in written reports. If reports have been prepared,copies will be available at the Engineer's office. If the City has retained subsurface samples, they will also be available for inspection. Bidders and the Contractor may make arrangements for viewing the samples through the City's office. The availability of subsurface information from the City is solely for the convenience of the Bidder and shall not relieve the Bidder or the Contractor of any risk, duty to make examinations and investigations as required by 00120.15,or other responsibility under the Contract Documents. It is mutually agreed to by all parties that: • The written report(s) are reference documents and not part of the Contract Documents. • The subsurface investigations made by the City are for the purpose of obtaining data for planning and design of the Project. • The data concerning borings is untended to represent with reasonable accuracy conditions and materials found in specific borings at the time the borings were made. 00120.30 Changes to Plans, Specifications, or Quantities before Opening of Bids -The City may modify the Solicitation Documents by issuance of an"Addendum"to all prospective bidders within a reasonable time prior to bid closing to allow bidders to consider them in preparing their bids,but in no case less than 48 hours before the bid closing. If an Addendum is necessary after that time, the City,at its discretion,can extend the closing date. Any Addendum issued, as a result of any change in the Solicitation Documents, must be acknowledged by submitting the"Acknowledgment of Addendum" (Attachment B) with a proposal. Only questions that are answered by formal written addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. 00120.40 Preparation of Bids: (a) Bidding Considerations -Bids must be prepared on the Bid Proposal included in Attachment A and must be completed, signed, dated, and submitted prior to the closing date and time. All bids shall be prepared and submitted in ink or typewritten. By submitting a completed Bid Form, the Bidder is stating their conformance with all requirements of the Invitation to Bid which will be incorporated into any subsequent contract. Failure to comply with all requirements set forth in the Invitation to Bid may result in the rejection of a bid. Bidders may refer to the following Subsections for requirements that may affect bidding considerations: 8 • 00120.80, Preference for Oregon Resident Bidders • 00130.80,Restrictions on Commencement of Work • 00150.55, Coordination of Work • 00150.75, Protection and-Maintenance of Work • 00160.20(a), Buy America • 00160.20(b),Buy Oregon • 00180.20, Subcontracting Limitations • 00180.21, Subcontracting • 00195.50(a-1), Incidentals • 00195.00(a), Cost of Insurance and Bonds (b) Paper Bids -The Bidders shall not alter,in any manner, the paper documents bound within the Bid Section. Bidders shall complete the certifications and statements included in the Bid Section of the Bid Booklet according to die instructions. Signature of the Bidder's authorized representative thereon constitutes the Bidder's confirmation of and agreement to all certifications and statements contained in the paper Bid Booklet Entries in the Bid Section shall be in ink or typed. Signatures and initials shall be in ink, except for changes submitted by facsimile (FAZE transmission as provided by 00120.60 (in which case FAX signatures shall be considered originals). The Bidder shall properly complete and bind all the paper documents in the Bid Section, as specified in 00120.10, between the front and back covers of the Bid Booklet, except that the Bid Bond is not required if another permissible type of Bid guaranty is provided. (see 00120.40(e)). (c) Recyclable Products -Bidders shall use recyclable products to the maximum extent economically- feasible in the performance of the contract set forth in this document. (d) Bid Schedule Entries - Using figures,Bidders shall fill in all blank spaces in the paper Bid Schedule. For each item in the paper Bid Schedule,Bidders shall enter the unit price and the product of the unit price multiplied by the quantity given. The unit price shall be greater than zero, shall contain no more than two decimal places to the right of the decimal point, and shall be expressed in U.S. dollars and cents (for example, S150.25 or$0.37). Bidders shall also enter the total amount of the Bid obtained by adding amounts for all items in the paper Bid Schedule. Corrections or changes of item entries shall be in ink,with incorrect entry lined out and correct entry entered and initialed. (e) Bidder's Address and Signature Pages -Bidders shallinclude in the Bid the address to which all communications concerning the Bid and Contract should be sent. The Bid must be signed by a duly authorized representative of the Bidder. (f) Bid Guaranty-All Bids shall be accompanied by a Bid guaranty in the amount of 10% of the total amount of the Bid. The Bid guaranty, shall be either a Surety, bond, irrevocable letter of credit issued by an insured institution as defined in ORS 706.008 or security in the form of a cashier's check or certified check made payable to the Agency. (see ORS 279C.365(4)). If a Surety bond is submitted,Bidders shall use the Agency's standard Bid Bond form included with the paper Bid Booklet. Bidders shall submit the bond with original signatures and the Surety's seal affixed. The Bid guarant�7 shall be submitted by mail, delivery service, or hand delivered to the offices and addresses, and at the times given in the paper Bid Booklet 9 Acceptable Surety companies are limited to those authorized to do business in the State of Oregon. Forfeiture of Bid guaranties is covered by 00130.60, and return of guaranties is covered by 00130.70. A Bidders bid security shall be forfeited if the Bidder fails to execute the contract promptly and properly if so awarded. The bid security of all unsuccessful bidders shall be returned after a contract has been executed or all bids have been rejected. (g) Disclosure of First-Tier Subcontractors - If a Bidder's Bid on a public improvement Project exceeds 5100,000, the Bidder shall,within two working hours of the time Bids are due to be submitted, submit to the Agency, on a form provided by the Agency, a disclosure identifying any first-tier Subcontractors that will furnish labor or labor and Materials, and whose contract value is equal to or greater than: • 5% of the total Project Bid, but at least $15,000; or • 5350,000, regardless of the percentage of the total Project Bid. For each Subcontractor listed,Bidders shall state: • The name of the Subcontractor; • The dollar amount of the subcontract;and • The category of Work that the Subcontractor would be performing. If no subcontracts subject to the above disclosure requirements are anticipated, a Bidder shall so indicate by entering "NONE" or by filling in die appropriate check box. For each Subcontractor listed,Bidders shall provide all requested information. An incomplete form will be cause for rejection of the Bid. The Subcontractor Disclosure Form may be submitted for a paper Bid either: • By filling out the Subcontractor Disclosure Form included in the Bid Booklet and submitting it together with the Bid at the time and place designated for receipt of Bids; • By removing it from the paper Bid Booklet, filling it out and submitting it separately to the Agency Procurement Office, at the address or FAX number given in the Bid Booklet. Subcontractor Disclosure Forms submitted by any method will be considered late if not received by the Procurement Office within two working hours of the time designated for receiving Bids. Bids not in compliance with the requirements of this Subsection will be considered non-responsive. 00120.45 Submittal of Bids: (a) Paper Bids -Paper bids may be submitted by mail,parcel delivery service, or hand delivery to the offices and addresses, and at the times given in the Bid Booklet. Submit paper Bids in a sealed envelope marked with the word "Bid", the name of the Project, and the words "To Be Opened Only by Authorized Personnel' on the outside. If a delivery or courier service is used, the Bidder shall place the sealed envelopecontaining the paper Bid inside the delivery or courier service's envelope. Closing time for acceptance of paper Bids is the time stated in the Advertisement on the day of Bid Opening. Paper Bids submitted after the time set for receiving paper Bids will not be opened or considered. The Agency assumes no responsibility for the receipt and return of late paper Bids. (b) Submission-.One (1) original copy of the sealed Bid must be received before the stated closing time at the address listed below. To assure that your bid receives priority treatment,please mark as follows. 10 MAIN STREET SEWER/FANNO CREEK CROSSING ELIMINATION Due: January 23,2014,2:00 pm City of Tigard—Utility Billing Counter Attn: Joe Barrett,Sr. Management Analyst 13125 SW Hall Blvd. Tigard, Oregon 97223 Bidders shall iriclude their firm name and address on the outside of the envelope. It is the bidder's responsibility to ensure that bids are received prior to the stated closing time. The City shall not be responsible for the proper identification and handling of any bids submitted incorrectly. (c) Bid Opening-Bids will be opened immediately following the deadline for receiving bids as stated in the Advertisement in Tigard City Hall. Bidders may be present;however,award decisions will not be made at the opening. 00120.60 Revision or Withdrawal of Bids: (a) Modifications To Bids - In accordance with Tigard Public Contracting Rule 30.070 (A), a Bid may be modified after submittal so long as the modification is done in writing prior to the bid's closing time and date. Any modification must be prepared on the subrnttting company's letterhead, signed by a company representative, and clearly state that the new modification supersedes or modifies the prior bid. To ensure integrity of the bidding process, the modification must be delivered to the City's Procurement Office in a sealed envelope that is marked"BID MODIFICATION" and list the original bid title and closing date. (b) Withdrawal of Bids -Tigard Public Contracting Rule 30.070 (B) allows for the withdrawal of a bid so long as the bidding company submits a withdrawal request in writing on company letterhead and signed by a company representative prior to the time and date of bid closing. The withdrawal request shall be delivered to the City's Procurement Office and the bid shall be returned, unopened, to the requesting bidder. 00120.65 Opening and Comparing Bids -Bids will be opened and the total price for each Bid will be read publicly at the time and place stated in the Advertisement for Bids. Bidders and other interested parties are invited to be present Bids for each Project will be compared on the basis of the total amount of each Bid. The total amount of the Bid will be the total sum computed from quantities listed in all Bid Schedules tunes unit prices entered by the Bidder. In case of conflict between the unit price and the corresponding extended amount,the unit price shall govern,and the City may make arithmetic corrections on extension amounts. When an error(s) is made in extending total prices, the unit bid price will govern. Bidders are cautioned to recheck their bid for possible error(s). Error(s) discovered after opening cannot be corrected by the bidder and the contractor will be required to perform work at the unit price if their bid is accepted. 00120.70 Rejection of Nonresponsive Bids -A Bid will be considered irregular andwill be rejected if the irregularity is deemed by the City to render the Bid non-responsive. Examples of irregulanues include without limitation: • The Bid Section documents provided are not properly used or contain unauthorized alterations. • The Bid is incomplete or incorrectly completed. • The Bid contains unproper additions, deletions, alternate Bids, or conditions. • The Bid is submitted on documents not obtained directly from the City, or is submitted by a Bidder who has not been identified b5 the City as a Holder of Bidding Plans, as required by 00120.05. 11 • A member of a joint venture and the joint venture submit Bids for the same Project. Both Bids may be rejected. • The Bid has entries not typed or in ink, or has signatures or initials not in ink (save for changes received by FAX as provided by 00120 60). • Each change or correction is not individually initialed. • White-out tape or wlute-out liquid is used to correct item entries. • The price per unit cannot be deternuned. • The Bid guaranty is insufficient or improper. • The original Bid Bond form is not used or is altered. • The Oregon Construction Contractors Board registration number and expiration date are not shown on the Bid if required in the Solicitation Document. This requirement applies to State-funded or locally funded Projects,with the exception of Aggregate production and landscape Projects (not required on Federal-Aid Pro)ects). • A disclosure of first-tier Subcontractors, if regwred under 00120.400, is not received within two working hours of the time Bids are due to be submitted, or the disclosure form is not complete. • The Bidder has not complied with the DBE requirements of the solicitation. • The Bid does not acknowledge all issued Addenda. • The Bid contains entries that are not greater than zero. • The Bid contains entries with more than two decimals to the right of the decimal point. • The Bid entries are not expressed in U.S. dollars and cents. 00120.80 Reciprocal Preference for Oregon Resident Bidders -This Subsection applies only to Contracts for Projects financed without federal funds. Bidders shall complete the certificate of residency provided by the City in the Bid Booklet Failure to properly complete the form will be cause to reject the Bid. As used in the certificate of residency and this Subsection, "Resident Bidder" means a Bidder who has: • Paid unemployment taxes or income taxes in the State of Oregon during any of the 12 calendar months uninediately preceding submission of the Bid; • A business address in the State of Oregon; and • Certified in the Bid that the Bidder qualifies as a Resident Bidder. "Nonresident Bidder" means a Bidder who is not a Resident Bidder as defined above. In determining the lowest Bid,the City«rill., for the purpose of awarding the Contract,add a percentage increase to the Bid of a Nonresident Bidder equal to the percentage,if any, of the preference given to that Bidder in the state in which the Bidder resides (ORS 279A.120). The percentage preference applied in each state will be published on or before January 1 of each year by the Oregon Department of Administrative Services. The City may rely on these percentages without incurring liability to any Bidder(ORS 279A.120). This increase will only be applied to detemvne the lowest Bid,and will not cause an increase in payment to the Contractor after Award of the Contract 00120.90 Disqualification of Bidders -The Bid(s) of a disqualified Bidder will be rejected. Any of the following reasons is sufficient to disqualify a Bidder. • More than one Bid is submitted for the same Work by an Entity under the same or different name(s). • Evidence of collusion among Bidders. Participants in collusion will be found responsible, and may be subject to criminal prosecution. • Any of the grounds for disqualification cited in ORS 279C.440. A Bidder will be disqualified if the Bidder has: 12 • Been declared ineligible by the Commissioner of the Bureau of Labor and Industries under ORS 2790.860; • Not been registered (licensed) by the Oregon Construction Contractors Board (CCB) or been licensed by the State Landscape Contractors Board before submitting a Bid (ORS 279C.365(1)(k), ORS 701.055, and ORS 671.530). The Bidder's registration number and expiration date shall be shown in the Bid form,if requested. Failure to furnish the registration number,if requested,will render the Bid non- responsive and subject to rejection. (not required on Federal-Aid pro)ects); or • Been determined by the CCB under ORS 701.227 not to be qualified to hold or participate in a public contract for a public improvement. 00120.91 Rejection of Bid on Grounds of Nonresponsibility of Bidder-The Bid of a Bidder who is found to be nonresponsible according to the criteria listed in 0013010 will be rejected. Refer also to ORS 279C.375(2). 120.95 Public Records -All bid material submitted by bidder shall become the property of the City and is public record unless otherwise specified. A bid that contains any information that is considered trade secret under ORS 192.501(2) should be segregated and clearly identified as such. This information will be kept confidential and shall not be disclosed except in accordance with the Oregon Public Records Law, ORS 192. The above restrictions may not include cost or price information,which must be open to public inspection. 13 SECTION 00130—AWARD AND EXECUTION OF CONTRACT This Section replaces Section 00130 of the 2008 edition of the Oregon Standard Specifications for Construction. 00130.00 Consideration of Bids (a) The City may reject any bid not in compliance with all prescribed public bidding procedures and requirements and may reject for good cause any or all bids upon a Ending of the City that it is in the public interest to do so. (b) The City reserves the right,as allowed under Tigard Public Contracting Rule 30.085 (B) to waive any and all minor informalities that may arise in relation to this bid process. Nhnor informalities are matters of form rather than substance that are evident from the bid documents, or insignificant mistakes that can be waived or corrected without prejudice to other bidders or the City. The informality shall not affect price,quantity,quality,dehvery, or contractual conditions except in the case of informalities involving unit pricing. (e) After opening and reading Bids, the Agency will check them for correct extensions of,unit prices and totals. (see 00120.65) The total of extensions, corrected where necessary,will be used by the Agency for Award purposes. (d) Bids will be considered and a Contract awarded,if at all,within 60 Calendar Days from the date of Bid Opening,unless an extension beyond that time is agreed to by both parties and acknowledged in writing by the Bidder. 00130.10 A-tvard of Contract-After the Bids are opened and a determination is made that a Contract is to be awarded,the Contractwill be awarded to the lowest responsible Bidder. Award shall be based on the base bid only;any add packages will not be included in the award determuiation. For the purposes of this Section, "lowest responsible Bidder"means the lowest Bidder who is not on the hst created by the Construction Contractors Board according to ORS 701,and who has: • Substantially complied with all prescribed public bidding procedures and requirements. • Available the appropriate financial, Materials,Equipment, facility and personnel resources and expertise, or ability- to obtain the resources and expertise,necessary to indicate the capability of the prospective Bidder to meet all contractual responsibilities. • A satisfactory record of performance. • A satisfactory record of integrity. • Qualified legally to contract with the Agency. • Supplied all necessary information in connection with the inquiry concerning responsibility. If a prospective Bidder fails to promptly supply information requested by the Agency concerning responsibility, the Agency shall base the determination of responsibility upon any available information, or may find the prospective Bidder not to be responsible. • Not been disqualified by the public contracting agency under ORS 2790.440. If the Bidder is found not to have a satisfactory record of performance or integrity, the City will document the record and the reasons for the unsatisfactory finding. The City shall provide notice of intent to award to each bidder submitting a bid. The notice shall state the date, time,and location of the bid award decision. The notice shall include the name of the vendor that staff recommends the contract be awarded to. Any bid comparison sheets shall be included in the notice of intent to award. The Award will not be final until the later of the following. 14 • The City has provided a written response to each tunely protest, denying the protest and affirming the Award, or • The Contract is awarded by the awarding authority If the City accepts a Bid and awards a Contract,the Cm,will send the successful Bidder written notice of acceptance and Award. Notice of Award and Contract booklets ready for execution will be sent within 60 Calendar Days of the opening of Bids or within the number of Calendar Days specified in the Special Provisions or a written mutual agreement 00130.15 Right to Protest Award-In accordance with Tigard Public Contract Rule 30.135 any actual bidder who is adversely affected or aggrieved by the City's intent to award the contract resulting from this Invitation to Bid to another bidder shall have seven(7) calendar days after notice of intent to award to submit to the City a written protest of the notice of award. In order to be adversely affected or aggrieved, a bidder must claim to be eligible for award of the contract as the lowest responsible bidder and must be next in line for award;i.e. the protester must claim that all lower bidders are ineligible for award because they are non-responsive or non-responsible. The City will not entertain any protest submitted after die time period established under this Invitation to Bid document ne Cite shall issue a written decision denying or affirming the protest to every bidder providing an address to the Cmr before any action is taken on the contract. 00130.20 Cancellation of Award-Without liability to the City, the City may for good cause cancel Award at any time before the Contract is executed by all parties to the Contract,as provided by ORS 279C.395 for refection of Bids, upon finding it is in the public interest to do so. 00130.30 Contract Booklet-Includes the documents listed under Section 4, "Contract Documents," of the Public Improvement Contract(Attachment F). 00130.40 Contract Bonds, Certificates, and Registrations -Before the City will execute the Contract,the successful Bidder shall furnish the following bonds, certificates,and registrations: (a) Performance and Payment Bonds -When Awarded the Contract, the successful Bidder shall furnish a Performance Bond and a Payment Bond of a Surety authorized to do business in the State of Oregon as required by Tigard Public Contracting Rule 30 190(A). The successful Bidder shall submit the standard bond forms,which are bound in the Contract booklet. Faxed or photocopied bond forms will not be accepted. The amount of each bond shall be equal to the Contract Amount. The Performance Bond and the Payment Bond must be signed by the Surety's authorized Attorney-in-Fact, and the Surety's seal must be affixed to each bond. A power of attorney for the Attorney-in-Fact shall be attached to the bonds in the Contract booklet, which must include bond numbers, and the Surety's original seal must be affixed to the power of attorney. Bonds shall not be canceled without the City's consent, nor will the City normally release them, prior to Contract completion. When a coating system warranty is required by 00594.75, the Contractor shall furnish a supplemental warranty performance bond,in addition to the regular Performance Bond for the Contract to the City, executed by a surety authorized to do business in the State of Oregon. The supplemental warranty performance bond shall be in the sum of 80% of the full Contract Amount. The bond is to secure the performance by the Contractor of correction work on any coating system defects that the Contractor may be directed by the City to perform. The Contractor shall use the City-provided form for the bond except that if the surety is a multiple surety, a copy of the form for a bond with multiple sureties shall be obtained from the City. The supplemental warranty 15 performance bond shall be signed by the Surety's authorized Attorney-in-Fact, and the Surety's seal shall be affixed to the bond. A power of attorney for the Attorney-in-Fact shall be attached to the bond in the Contract booklet, which shall include bond numbers, and the Surety's original seal shall be affixed to the power of attorney A copy of die supplemental warranty performance bond is included near the front of the Special Provisions Upon Third Notification, the supplemental wairanty performance bond shall become effective and shall continue in full force and effect until the City has advised die Contractor that- There hatThere are no coating system defects; or • If the Contractor has been notified that there are coating system defects, the defects have been repaired by the Contractor to the satisfaction of the City as specified under the coating system warranty and the full warranty period has expired. Supplemental warranty performance bonds cannot be canceled nor can they be released due to possible claims. (b) Certificates of Insurance - The successful Bidder shall furnish the City certificates of insurance applicable to the Project, according to 00170.70 The insurance coverages shall remain in force throughout the performance of the Contract and shall not be allowed to lapse without prior written approval of the City. Bidders mai•refer to 00170 70 for inminum coverage limits and other requirements. For specified Contracts, certified copies, and in some instances the original, of insurance policies may be required by the Special Provisions. (c) Workers' Compensation - To certify compliance with the workers' compensation insurance coverage required by 00170.61(a) and 00170 70(d), the successful Bidder shall complete and sign the "Certification of Workers' Compensation Coverage" form bound in the Contract booklet. (d) Registration Requirements: (1) ORS 701.055 and ORS 671 530 require that Bidders be registered with the Oregon Construction Contractors Board or licensed by the State Landscape Contractors Board prior to submission of a Bid on a Project not involving federal funds. Registration with the Construction Contractors Board or licensing by the State Landscape Contractors Board is not a prerequisite to bidding on Federal-Aid Projects;however, the Agency will not execute a Contract until the Contractor is so registered or licensed. (2) Bidders must be registered with the Corporation Division, Oregon Secretary- of State,if bidding as a corporation, ]united liability company, joint venture, or hmited liability partnership, or if operating under an assumed business naive and the legal name of each person carrying on die business is not included in the business name. (3) A Contractor registered under ORS 701 may bid on a landscaping Project or perform a construction project that includes landscape contracting as a portion of the project if the landscape contracting is subcontracted to a licensed landscaping business as defined in ORS 671.520 (4) A landscaping business may bid on a Project or perform a Contract that includes the phase of landscape contracting for which it is not licensed if it employs a landscape contractor, or subcontracts with another licensed landscaping business,licensed for that phase. (e) Business Tax and Federal Id No. Required-The City of Tigard Business Tax is required from the successful Bidder. Chapter 5 4 of the Tigard Municipal Code states any business doing business in the 16 City of Tigard shall pay a City of Tigard Business Tax. No contracts shall be signed prior to the obtaining of the City of Tigard Business Tax. Upon award of proposal, contractor shall complete a Federal W-9,Request for Taxpayer Identification dumber and Certification Form for the City. 00130.50 Execution of Contract and Bonds: (a) By the Bidder -The successful Bidder shall deliver the required number of Contract booklets with the properly executed Contract, Performance Bond, Payment Bond, certification of workers' compensation coverage, and the required certificates of insurance, to the Procurement Office within 15 Calendar Days after the date on which the Contract booklets are sent or otherwise conveyed to the Bidder under 00130.10. The Bidder shall return the originals of all documents received from the City and named in this Subsection,with original signatures. Certificates of insurance shall also be originals. Certificates of insurance for coverages that are permitted by the City under 00170.70(a) to be obtained by appropriate subcontractors shall be delivered by the Contractor to the City together with the Contractors request under 00180.21 for approval of the subcontract with that subcontractor. No copies of these documents will be accepted by the City. Proper execution requires that: (1) If the Contractor is a partnership, limited liability partnership,joint venture, or limited hability company, an authorized representative of each Entity compnsirng it shall sign the Contract, Performance Bond, and Payment Bond, and an authorization to sign shall be attached. (2) If the Contractor is a corporation, the President and the Secretary of that corporation shall sign the Contract, Performance Bond, and Payment Bond. However,if other corporate officers are authorized to execute contracts and bonds, the successful Bidder shall furnish with those documents a certified, true and correct copy of the corporate bylaws or minutes stating that authority. If only one officer is signing, then the bylaws or minutes must include the authority, to sign without the signature of others. The successful Bidder shall also include the tide(s) or corporate office(s) held by the signer(s). (b) By the City-Wid-iin seven Calendar Days after the City has received and verified the properly executed documents specified in 00130.50(a), and received legal sufficiency approval from the City Council (if required), the City will execute the Contract. The City will then send a fully-executed original Contract booklet to the successful Bidder,who then officially becomes the Contractor. (c) Contract-After the award, the Contractor and the City will enter into a public improvement contract incorporating the terms and conditions of the Public Improvement Contract and the bid response. Vendors taking exception to any of the contract terms shall submit a protest or request for change in accordance with Section 00120.15(b) "Protest of Specifications or Terms" or their exceptions will be deemed waived. 00130.60 Failure to Execute Contract and Bonds -Failure of the successful Bidder to execute the Contract and provide the required certificates,certifications,and bonds may be cause for cancellation of the Award, and may be cause for forfeiture of the Bid guaranty under ORS 279C.385. Award may then be made to the next lowest responsible Bidder, the Project may be re-advertised,or the Work may be performed otherwise as the City decides. The forfeited Bid guaranty will become the City's property,not as a penalty but as liquidation of damages resulting from the Bidders failure to execute the Contract and provide the certificates, certifications, and bonds as required by these Specifications. 17 00130.70 Release of Bid Guaranties -Bid guaranties will be released and checks returned seven Calendar Days after Bids are opened,except for those of the three apparent lowest Bidders on each Project. The guaranties of the three apparent lowest Bidders will be released and checks returned to unsuccessful Bidders within seven days of the Agency-'s execution of the Contract 00130.80 Project Site Restriction-Until the City sends the Contractor written Notice to Proceed with the Work,and the Contractor has filed the public works bonds required in 00170.20,the Contractor shall not go onto the Project Site on which the Work is to be done,nor move Materials,Equipment,or workers onto that Project Site The Contractor will not automatically be entitled to extra compensation because the commencement of Work is delayed by failure of the City to send the Contract for execution. However,if more than 30 Calendar Days elapse between the date the Bid is opened and the date the City sends the Contract to be executed, the CM,will consider granting an adjustment of time for completion of the Work to offset any actual delay to Contract completion resulting directly from delay in commencement. 00130.90 Notice to Proceed-Notice to Proceed will be issued within five Calendar Days after the Contract is executed by the City. Should the City fail to issue the Notice to Proceed within five Calendar Days of Contract execution, the Contractor may apple for an adjustment of Contract Time according to 00180.80(c). 18 d n ATTACHMENT A PROPOSAL CITY OF TIGARD D_ MAIN STREET SEWER/FANNO CREEK CROSSING ELIMINATION This Bid must be signed in ink by an authorized representative of the Bidder; any alterations or erasures to the Bid must be initialed in ink by the undersigned authorized representative. Project: MAIN STREET SERVER/FANNO CREEK CROSSING ELIMINATION Bid Due Date: Tuesday,January 23. 2014 //�� Name of Submitting Firm:✓4'JCF &7?919E C."a�ZLdrZWV .—rNe• The Undersigned (check one of'the f lloniiug and provide additional information): An individual doing business under an assumed name registered under the laws of the State of ;or A partnership registered under the laws of the State of ; or A corporation organized under the laws of the State of 1bGr1/ ;or A limited liability corporation organized under the laws of the State of ; hereby proposes to furnish all material and labor and perform all work hereinafter indicated for the above project in strict accordance with the Contract Documents for the Base Bid (does not include and add packages) as follows: yVZ>A cvao2cn A-Mry Triy2 SvZ�lHtraJ o �_c7 'rWD lyUA1,0/ &rn V=V-Srr aZX and SLxr1F /100 Dollars ($ -213 , 29!k ) and the Undersigned agrees to be bound by all documents comprising the Contract Documents as defined in the Contract. The Undersigned declares that it has carefully examined the site(s) of the work, the Contract Documents,and forms. Submission of this bid shall be conclusive evidence that die Undersigned has investigated and is satisfied as to the condition to be encountered, as to the character, quality mid scope of work to be performed, the quantities of materials to be furnished, and as to the requirement of the Contract Documents. Accompanying herewith is a Bid Security which is equal to ten percent (10%) of the total amount of the Base Bid. 19 BID SCHEDULE MAIN STREET SEWER/FANNO CREEK CROSSING ELIMINATION FY 13-14 Sanitary Sewer Improvements LOCATION: MAIN STREET AND FANNO CREEK PARK Item (ODOT 2008) Section Number& No Description Quantity Unit Unit Price Item Total Schedule A Base Bid Items 1 00210-Mobilization 1 Lump Sum $ 2-.''awe $ 23.zk>D'' 2 00225-Work Zone Traffic Control 1 Lump Sum $ 17,66o`- $ 17,,M L> 3 00280-Plastic Sheeting 100 SQYD $ (o B7 $ (p$S`s 4 00280-Orange Sediment Fence, Unsupported 365 LF 5 00280-Straw Wattles 250 LF $ 3 6 00280-Inlet Protection,Insert Sacks 10 EA $ 72.°= $ 72645, 7 00310-Sawcutting 2580 LF $ 1 SS $ -3111 8 00310-Removal of Concrete Curb 14 LF $ -z 00310-Removal of C-eeteConcrete Sidewalk 4d and AC Parking Lot 5265 SF $ a 10 lv a 10 00310-Removal of Surfacings-for Pathway Asphalt Replacement 1950 SF $ CS3S $ (,$Z� 11 00310-Removal of Existing Fencing 360 LF 12 00310-Filling Abandoned Structures 480 LF $ �0 6S $ .3. 111 13 00320-Clearing and Grubbing 1 Lump Sum $ 11360"-- $ /-I 14 00330-General Excavation 33gM2 CY $ 2 j?b $ 8`70�= 15 00331 -12 Inch Subgrade Stabilization 50 SQYD $ OSS $ 17-ED 16 00331 -Subgrade Geotextile 770 SQYD $ a $ 46'>Z15= 17 00390-Riprap Protection(Class 50) 1 CY $ )l Z $ /I z-- 18 00445-12 Inch PVC Pipe,(0'-10)Depth 434 LF $ 7Z7 $ 3, 3 31$'3 00445-12 Inch PVC Pipe,(Over 10'-12) 19 Depth 257 LF $ �Z 3T 20 00445-8 Inch PVC Pipe,(0'-10)Depth 197 LF $ 7?3-F 21 00445-8 Inch PVC Pipe,(Over 10'-12) ao Depth 87 LF $ 1-2,96-3— 22 00445-6 Inch PVC Pipe,(0'-10)Depth 105 LF $ /52N- $ A710 23 00445-12 Inch x 6 Inch PVC Tee 3 EA $ 17.78`=' $ S 3-64 24 00445-8 Inch x 8 Inch PVC Tee 1 EA $ (7 $ /-2'y-`=` 25 00445-6 Inch PVC Wye 2 EA $ j(07 G° $ 33.q1- BID SCHEDULE MAIN STREET SEWER/FANNO CREEK CROSSING ELIMINATION FY 13-14 Sanitary Sewer Improvements LOCATION: MAIN STREET AND FANNO CREEK PARK Item (ODOT 2008) Section Number& No Description Quantity Unit Unit Price Item Total 27 00470-Concrete Sanitary Manhole(0'-10 Depth 3 EA 28 00470-Concrete Sanitary Manhole(Over 10'- 12� Depth 2 EA 29 00470-Cleanout 4 EA $ 7 57) 30 8047900405-Trench Foundation Stabilization 525 LF $ //o — $ $ 70 ZS 31 00490-Manhole over Existing Sewer 2 EA $ 2 37 S $ Z175U 32 00490-Connection to Existing Manhole 1 EA $ SlDD" $ y4W 33 00545-Bridge End Panel Replacement (Option 1) 1 Lump Sum $ 41-,S;7 `- $ 4511 34 00641 -3/4 Inch-0 Aggregate Base 47 CY $ 6-I $ y 2� 35 00641 -1 1/2 Inch-0 Aggregate Base 284-296 CY $ 4IL $ 36 00744-Level 2,MHMAC,1/2 Inch Dense 135 Ton $ 12J St' $ 14,gbZ't% 37 00860-Longitudinal Pavement Marking- Pain(4"White Stripe) 135 LF $ 2 oT $ Z7& 38 00860-Longitudinal Pavement Marking- ON (Only) 1 EA $ Q Ml- $ 39 00860-LongituduW Pavement Marking-SA (Single Arrow) 1 EA $ 2&j 40 01050-Remove&Rebuild Fence 50 LF $ q6,,—,,- $ 21 6D-Z)-- 41 7-b"41 01050-Install 5'Tall Cedar Fence with 4"x4" Pressure Treated Posts 116 LF $ 2-2— $ 2 y b I 42 01050-Install 6'Tall Black Vinyl-Coated a� Slatted Chain Link Fence 150 LF $ 3y $ 5/CD 43 01050-Install 6'Tall,4'Wide Black Vinyl- Coated Slatted Chain Link Gate 1 EA $ Z o- $ 2 44 01140-Landscape 1 Lump Sum $ .34Zy -` $ 3ZJZ�A'' 45 01140-Landscape Mulch(3"Depth) 442Q CY $ 46"= $ Base Bid Items Total $ 2 y 3, Z Qj4- e� Schedule A A+ernateAlternate Bid Item 46 00545-Reinforced Concrete Bridge End Panel (Option 2) 1 Lump Sum $ 4ry,M'6' $ qy,0?7D°'� A&-mamAltemate Bid Item Total $ yil,OM`:' BID SCHEDULE MAIN STREET SEWER/FANNO CREEK CROSSING ELIMINATION FY 13-14 Sanitary Sewer Improvements LOCATION: MAIN STREET AND FANNO CREEK PARK Item (ODOT 2008) Section Number& No Description Quantity Unit Unit Price Item Total Project Totals �o Project Total $ 267 Z'F6 —� Twfl�xca.c� �'�-r.xry �t-e��►r ?,�rsti�a,u,o ?rte �c.�Nna� nr1.7u�n' ��rg �b��j BID TOTAL IN WORDS BIDDER'S CHECKLIST 1. 0-Submittal of bid security in the amount of 10%of the bid for bids over$10,000 2. Car knowledgement of addenda form 3. Q Indication of resident/non-resident bidder in the proposal section 4. []Submittal of first tier sub-contractors disclosure form for projects over$100,000 Requirements#1,#2,and#3 are due at 2:00 pm,requirement#4 is due no later than 4:00 pm on the bid opening date. The Undersigned agrees, if awarded the Contract, to execute and deliver to the City of Tigard, within ten (10) days after receiving the Contract forms, a satisfactory Performance Bond and a satisfactory Payment Bond each in an amount equal to one hundred percent (100%) of the Contract sum, using the forms provided by the Citpv The surety(ies) re nested to issue the Performance Bond and Payment Bond will be -roE 60�2 W ^#M C. na ng ar Ahio * HaWirA 40A . The Undersigned hereby authorizes said surety(ies) company(ies) to disclose any information to the City concerning the Undersigned's ability to supply a Performance Bond and Payment Bond each in the amount of the Contract. The Undersigned further agrees that the Bid Security accompanying the Bid is left in escrow with the City. that the amount thereof is the measure of liquidated damages which the City will sustain by the failure of the Undersigned to execute and deliver the above-named Agreement Form, Performance Bond, and Payment Bond, and that if the Undersigned defaults in either executing the Agreement Form or providing the Performance Bond and Payment Bond widhin ten (10) days after receiving the Contract forms, then the Bid Security may become the property of the City at the City's option; but if the Bid is not accepted within sixty (60) days of the time set for the opening of the Bids, or if the Undersigned executes and timely delivers said Agreement Form, Performance Bond, and Payment Bond, the Bid Security shall be returned. The Undersigned certifies that: (1) This Bid has been arrived at independently and is being submitted wid-iout collusion with and without any agreement, understanding, or planned common course of action with any other vendor of materials, supplies,equipment,or services described in the solicitation documents designed to limit independent bidding or competition; and (2) The contents of the Bid have not been communicated by the Undersigned or its employees or agents to any person not an employee or agent of the Undersigned or its surety on any bond furnished with the Bid and will not be communicated to such person prior to the official opening of the Bid. The Undersigned ® HAS ❑ HAS NOT (check applicable stahis) paid unemployment or income taxes in Oregon within the past 12 months and C? HAS ❑ HAS NOT (check applicable status) a business address in Oregon. The Undersigned [K HAS ❑ HAS NOT (check applicable status) complied with any Affirmative Action Requirements included within the procurement documents. The Undersigned agrees, if awarded a contract, to comply with the provisions of ORS 279C.800 through 279C.870 pertaining to the payment of the prevailing rates of wage. The Undersigned's CCB registration number is 67L]%5 V6 with an expiration date of Asa condition to submitting a bid, a Contractor must be registered with the Oregon Construction Contractors Board in accordance with ORS 701.035 to 701055, and disclose the registration number. Failure to register and disclose the number will snake the bid unresponsive and it will be rejected unless contrary to federal law. The Undersigned further certifies that Undersigned shall provide proof to the City prior to the beginning of any of the work that the Undersigned has filed a public works bond with a corporate surety in the amount of $30,000 with the Construction Contractors Board as required under Oregon PWR law. The successful Bidder hereby certifies that all subcontractors who will perform construction work as described in ORS 701.005(2) were registered with the Construction Contractors Board in accordance with ORS 701 035 to 701.055 at the time the subcontractor(s) made a bid to work under the contract. The successful Bidder hereby certifies that, in accordance with the Worker's Compensation Law of the State of Ore on, its Worker's Compensation Insurance provider is Policy No. C15Z.390 ,and that Undersigned shall submit Certificates of Insurance as required. 23 Name of Company: .1E F-Jr {�)2i Cdrt�?TRl�lLZitl, .ter Company Address: I'V.0• 9996 C4ey8 9? a 9761-3 Federal Tax ID: /3 - 412 -39,34, Telephone: C=3) Z44 3/6 3 Fax: K—'5Z 3 ) 2646 316 it (SEAL) I attest that I have the authority to commit the firm named above to this Bid amount and acknowledge that the firm meets die qualifications necessary to perform this Work as outlined in the Invitation to Bid. I understand that I will be required to provide necessary information to verify that the firm meets these qualifications if selected for the subsequent Agreement. Authorized Signature: T Printed Name &Title: elt FJr /• p4m.1 Date: %14AI 23, 20/'ti� Payment information will be reported to the IRS under the name and federal taxpayer ID number provided above. Information not matching IRS records or not provided to the City could subject the successful Contractor to a twenty eight percent(28%) backup withholding. 24 ATTACHMENT B ACKNOWLEDGMENT OF ADDENDA CITY OF TIGARD MAIN STREET SEWER/FANNO CREEK CROSSING ELIMINATION I/WE HAVE RECEIVED THE FOLLOWING ADDENDA: If none received, nqire `None Received" 1. A60 FW&1A-PA f 3. 2. 140 JQ E A2-z 1 An 2 4. fN 23 201 Date Signature of Proposer Title Corporate Name 25 ATTACHMENT C BID CERTIFICATIONS CITY OF TIGARD MAIN STREET SEWER/FANNO CREEK CROSSING ELIMINATION Non-discrimination Clause The Contractor agrees not to discriminate against any client, employee or applicant for employment or for services, because of race,color,religion, sex,national origin, handicap or age with regard to, but not limited to, the following: employment upgrading, demotion or transfer; recruitment or recruitment advertising; layoffs or termination; rates of pay or other forms of compensation; selection for training; rendition of services. It is further understood that an},contractor who is in violation of this clause shall be barred from receiving awards of any purchase order or contract from the City, unless a satisfactory showing is made that discriminatory practices have ternunated and that a recurrence of such acts is unlikely. Agreed by: Y�—-- i Firm Name: �./G'FF' ��� 'L�'�,`�Q�!/.3?.EG�,C.TZa7V� _Tr. Address: P 49 • B Ox 471)!3 Officer's signature: loor Type or print officer's name: -.rcFF' 26 ATTACHMENT D FIRST TIER SUBCONTRACTOR DISCLOSURE FORM CITY OF TIGARD MAIN STREET SEWER/FANNO CREEK CROSSING ELIMINATION BID #: CIP 2014-93011 BID CLOSING: Date: January 23,2014 Time: 2:0012m This form must be submitted at the location specified in the Invitation to Bid on the advertised bid closing date and within two working hours after the advertised bid closing time. List below the name of each subcontractor that will be furnishing labor or will be furnishing labor and materials and that is required to be disclosed, the category of work that the subcontractor will be performing and the dollar value of the subcontract. Enter "NONE" if there are no subcontractors diat need to be disclosed. (ATTACH ADDITIONAL SHEETS IF NEEDED). NAME DOLLAR VALUE CATEGORY OF WORK 3) $ 4) Failure to submit this form by the disclosure deadline will result in a nonresponsive bid. A nonresponsive bid will not be considered for award. rr Form submitted by (bidder name): JL"rIF f��'�2 —Y �euST12L�Grr�1l .�Nc, Contact name: V C�1� 1�dc7L�S� Phone #: ���• ' �/Q �J 27 i. ATTACHMENT E BID BOND CITY OF TIGARD MAIN STREET SEWER/FANNO CREEK CROSSING ELIMINATION We, Jeff Kersey Construction, Inc. ,as "Principal," (Name of Principal) and The Guarantee Company of North America USA an Michigan Corporation, (Name of Surety) authorized to transact Surety business in the State of Oregon,as "Surety," hereby Jointly and severally bind ourselves,our respective heirs, executors,adrrumstrators, successors, and assigns to pay unto the City of Tigard ("Obhgee") the sum of: Ten Percent of Total Amount Bid--- and /100 Dollars ($ 10%of Bid ) WHEREAS, the condition of the obligation of this bond is the Principal has submitted a bid or proposal to the Obhgee in response to Obligee's solicitation for the project identified as '`.iino (:Peek"'vtil Nkin St } Main Street Sewer/Fanno Creek Crossing Elimination,which bid or proposal is made a part of this bond by reference,and Principal is required to furnish bid security in an amount equal to ten percent (10%) of the total amount of the bid pursuant to the solicitation document. NOW,THEREFORE,if the bid or proposal submitted by Principal is accepted, and if a contract pursuant to the proposal or bid is awarded to Principal,and if Principal enters into and executes such contract within the time specified in the said documents and delivers to Obhgee its good and sufficient Performance Bond and Payment bond required by Obhgee within the time fixed by Obhgee, then tlus obligation shall be void; otherwise, it shall remain in full force and effect. IN WITNESS WHEREOF,we have caused this instrument to be executed and sealed by our duly authorized legal representatives this 23rd day of January 2014 PRINCIP ff Kersey Construction, Inc. SURETY. The Guarantee Company of North America USA By: BY ATTORNEY-IN-FACT Signature JnrF K, EY Gloria Bruning PPnnto Name, A est IUI�JI� Sign re 1201 SW 12th Ave,#500 ;. Address s� Portland,OR 97205 City State Zip THE GUARANTEE COMPANY OF NORTH AMERICA USA Southfield,Michigan POWER OF ATTORNEY KNOW ALL BY THESE PRESENTS:That THE GUARANTEE COMPANY OF NORTH AMERICA USA,a corporation organized and existing under the laws of the State of Michigan,having its principal office in Southfield,Michigan,does hereby constitute and appoint Brent Olson,James P. Dooney,Philip O. Forker, Gene M.Dietzman,Richard W.Kowalski,John D.Klump,Karen A.Pierce, Joel Dietzman, Christopher A.Reburn,Gloria Bruning, l"icki Mather,Ray M.Paiement,J.Patrick Dooney, Tami Jones Anchor Insurance&Surety,Inc. its true and lawful attomey(s}m-fact to execute, seal and deliver for and on its behalf as surety, any and all bonds and undertakings, contracts of indemnity and other writings obligatory in the nature thereof,which are or may be allowed,required or permitted by law,statute,rule,regulation,contract or otherwise. The execution of such instrument(s)in pursuance of these presents, shall be as binding upon THE GUARANTEE COMPANY OF NORTH AMERICA USA as fully and amply, to all intents and purposes, as if the same had been duly executed and acknowledged by its regularly elected officers at the principal office. The Power of Attorney is executed and may be certified so,and may be revoked,pursuant to and by authority of Article IX,Section 9.03 of the By-Laws adopted by the Board of Directors of THE GUARANTEE COMPANY OF NORTH AMERICA USA at a meeting held on the 31"day of December,2003 The President,or any Vice President,acting with any Secretary or Assistant Secretary,shall have power and authority- 1 To appoint Attomey(s}in-fact,and to authorize them to execute on behalf of the Company,and attach the Seal of the Company thereto,bonds and undertakings,contracts of indemnity and other writings obligatory in the nature thereof;and 2 To revoke,at any time,any such Attomey-in-fact and revoke the authority given,except as provided below 3 In connection with obligations in favor of the Florida Department of Transportation only,it is agreed that the power and authority hereby given to the Attomey-in-Fact includes any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts required by the State of Florida Department of Transportation. It is fully understood that consenting to the State of Florida Department of Transportation making payment of the final estimate to the Contractor and/or its assignee, shall not relieve this surety company of any of its obligations under its bond. 4. In connection with obligations in favor of the Kentucky Department of Highways only,it is agreed that the power and authority hereby given to the Attomey-m-Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner— Department of Highways of the Commonwealth of Kentucky at least thirty(30)days prior to the modification or revocation. Further,this Power of Attorney is signed and sealed by facsimile pursuant to resolution of the Board of Directors of the Company adopted at a meeting duly called and held on the 6th day of December 2011,of which the following is a true excerpt. RESOLVED that the signature of any authorized officer and the seal of the Company may be affixed by facsimile to any Power of Attorney or certification thereof authorizing the execution and delivery of any bond, undertaking, contracts of indemnity and other writings obligatory in the nature thereof, and such signature and seal when so used shall have the same force and effect as though manually affixed Tia IN WITNESS WHEREOF,THE GUARANTEE COMPANY OF NORTH AMERICA USA has caused this instrument to be signed and its corporate seal to be affixed by its authorized officer,this 23rd day of February,2012 4 �T THE GUARANTEE COMPANY OF NORTH AMERICA USA STATE OF MICHIGAN Stephen C.Ruschak,Vice President Randall Musselman,Secretary County of Oakland On this 23rd day of February,2012 before me came the individuals who executed the preceding instrument,to me personally known, and being by me duly sworn,said that each is the herein described and authorized officer of The Guarantee Company of North America USA;that the seal affixed to said instrument is the Corporate Seal of said Company;that the Corporate Seal and each signature were duly affixed by order of the Board of Directors of Cynthia A. Takai IN WITNESS WHEREOF,I have hereunto set my hand at The Guarantee Notary Public,State of Michigan Company of North America USA offices the day and year above written. County of Oakland �o My Commission Expires February 27,2018 J T � �u Acting in Oakland County I,Randall Musselman,Secretary of THE GUARANTEE COMPANY OF NORTH AMERICA USA,do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney executed by THE GUARANTEE COMPANY OF NORTH AMERICA USA,which is still in full force and effect. c IN WITNESS WHEREOF,I have thereunto set my hand and attached the seal of said Company this X 04day of� �I �""" ' Randall Musselman,Secretary ATTACHMENT F CITY OF TIGARD,OREGON PUBLIC IMPROVEMENT CONTRACT—PWR COVERED PROJECT MAIN STREET SEWER/FANNO CREEK CROSSING ELIMINATION THIS CONTRACT, made and entered into this 12'h day of February, 2014, by and between the City of Tigard, a municipal corporation of the State of Oregon, hereinafter called "City" and Jeff Kersey Construction, Inc.,hereinafter called "Contractor", duly authorized to perform such services in Oregon. RECITALS WHEREAS, the City requires services which Contractor is capable of providing,under terms and conditions hereinafter described;and WHEREAS, time is of the essence in this contract and all work under this contract shall be completed within the time period stated in the Bid Proposal; THEREFORE,in consideration of the promises and covenants contained herein, the parties hereby agree as follows: TERMS OF AGREEMENT 1. Services Contractors services under this Agreement shall consist of the following: A. Clearing and grubbing,removal of structures and obstructions, traffic control. B. Installation of sanitary sewer pipe and structures. C. Pavement replacement(pathway and drive aisle) D. Installation of fencing. E. Minor vegetated corridor planting. F. Permanent striping, signage,pavement markers. G. Performance of additional and incidental work as called for by the specifications and plans. 1. Prevailing Wage The provisions of ORS Chapters 279A and 279C and all other Oregon and Federal provisions pertaining to minimum salaries and wages are incorporated herein by reference as if fully set forth. The Contractor agrees that the workmen in each trade or occupation required for the work to be done pursuant to the contract, employed in the performance of the Contract, either by the Contractor or Subcontractor or other person doing or contracting to do any part of the work contemplated by the Contractor shall be paid not less than the prevailing, minimum hourly rate of wage specified by the Commissioner of the Bureau of Labor,and attached hereto. If this project is subject to both Federal Davis-Bacon Act requirement and State of Oregon Prevailing Wage Rate requirements, the Contractor must ensure that workers will be paid the higher of the applicable federal or state rate. If the Contractor fails to pay for labor or services, the City may pay for those labor and services and withhold these amounts from payments that are due the Contractor in accordance with ORS 279C.515 Contractor shall provide proof as requested to the City prior to the beginning of any of the work that the Contractor has filed a public works bond with a corporate surety in the amount of$30,000 with the Construction Contractors Board as required under Oregon PWR law. Contractor shall also require in every subcontract to this Agreement that the subcontractor file a public works bond with the Construction Contractors Board in the amount of$30,000 prior to starting work on this project unless otherwise exempt. For contracts $50,000 or greater, the City shall pay a fee equal to one-tenth of one percent (.001) of the price of the contract to the Bureau of Labor and Industries. The fee shall be paid on or before the first progress payment or sixty (60) days from the date work first began,whichever comes first. 3. Pre-Construction Conference Contractor and listed subcontractors shall attend and participate in any pre-construction conferences described or listed in the general conditions before any work is started on the project site. 4. Contract Documents The Contractor is hereby bound to comply with all requirements of the Contract Documents prepared by the City and performance pertaining to this Agreement, in the City of Tigard, Oregon, and by this reference made a part hereof to the same legal force and effect as if set forth herein in full. The contract documents include the documents with the following tides that are bound in the solicitation documents and the standard documents comprised of the Oregon Standard Specification for Construction,2008,Volume 1 and Volume 2. Solicitation Documents Advertisement for Bids Bidding Requirements and Procedures Award and Execution of Contract Proposal Acknowledgement of Addenda Bid Certifications—Non-Discnn ination Clause First Tier Subcontract Disclosure Form Bid Bond Form Public Improvement Contract Performance Bond Payment Bond Supplementary General Conditions Special Provisions Drawings Standard Documents General Conditions (Oregon Standard Specification for Construction, 2008,Volume 1 as amended by the Special Provisions) Standard Specifications (Oregon Standard Specification for Construction, 2008, Volume 2 as amended by Technical Specifications) City of Tigard Public Improvement Design Standards CWS Design and Construction Standards 07-20 Manual on Uniform Traffic Control Devices (MUTCD) 5. City's Representative For purposes hereof, the City's authorized representative will be Kin McMillan, P.E., Engineering Manager, who can be reached by mail at 13125 SW Hall Blvd., Tigard, Oregon 97223; by telephone: (503) 718-2642,or via email at kiin(a Wrd-or.gov. 6. Contractor's Representative For purpose hereof,the Contractor's authorized representative will be Jeff Kersey,President. 7. Contractor Identification Contractor shall furnish to the City the Contractor's employer identification number, as designated by the Internal Revenue Service,or Contractor's social security number, as City deems apphcable. 8. Compensation A. Progress Payments: City agrees to pay Contractor Two Hundred Forty Three Thousand Two Hundred Ninety Six and 60/100 Dollars ($243,296.60) for performance of those services provided hereunder,which payment shall be based upon the following applicable terms- The City will pay only for measured Pay Item quantities incorporated into the Work or performed according to the terms of the Agreement. The Contractor understands and agrees that Pay Item quantities listed in the Schedule of Items do not govern payment. Payment constitutes full compensation to the Contractor for furnishing all materials, equipment, labor, and incidentals necessary to complete the Work; and for risk, loss, damage, and expense arising from the nature or prosecution of the Work or from the action of the elements, subject to the provisions of 00170.80. The Contractor shall include the costs of bonds and insurance for the Project in the unit price for each Pay Item of Work to be performed. When the specifications state that the unit price for a Pay Item is compensation for certain materials or work essential or incidental to the Pay Item, the same materials or work will not be measured or paid under any other Pay Item. Contractor shall prepare and submit each month to the City Engineer at 13125 SW Hall Blvd, Tigard, Oregon 97223, a statement of services rendered, indicating the description of each service used in the proposal and the dollar amount of each service completed through the state date, together with a request for payment duly verified by the Contractor's Representative and copies of certified payroll statements. Payment by the City shall release the City from any further obligation for payment to Contractor for services performed or expenses incurred as of the date of the statement of services. Payment of installments shall not be considered acceptance or approval of any work or waiver of any defects thereon. City certifies that sufficient funds are available and authorized for expenditure to finance costs of this contract during the current fiscal year. Funding in future fiscal years shall be contingent upon budgetary approval by the Tigard City Council. Contractor shall include proof of payment to any and all subcontractors and suppliers with each statement subrmtted to the City. The City shall retain d1e right to withhold payments if required proof of payment to subcontractor and suppliers is not included with a statement. As required under State of Oregon Prevailing Wage Rate (PWR) Law, the City shall withhold 25% of any progress payment amounts owed to Contractor if Contractor has failed to file certified statements with the City. B. Timing of Payments: Progress payments, less a five percent retainage as authorized by ORS 279C.555, shall be made to the Contractor within twenty (20) days of the City's receipt of the statement of services. The Contractor agrees that the "Tune of Completion" is defined in the Bid Proposal, and agrees to complete the work by said date. The Contractor and City agree that the City will suffer damages each day the work remains uncompleted after the Time of Completion and that the amount of those damages are difficult to calculate. Contractor and City agree that a reasonable amount of damages for late completion is $500 00 per day and Contractor agrees to pay damages in that amount if the work is not completed by the Time of Completion. C. Final Payment: The Contractor shall notify the City in writing when the Contractor considers the project complete, and the City shall,within 15 days after receiving the written notice, either accept the work or notify the Contractor of work yet to be performed on the contract. Upon acceptance by the City, the entire balance due to the Contractor, including the retained percentage, shall be paid to the Contractor, by the City within 30 days after the date of said final acceptance. The City shall pay to the Contractor interest at the rate of one and one-half percent per month on the final payment due the Contractor, to commence 30 days after the work under the Contract has been completed and accepted and to run until the date when final payment is tendered to the Contractor. If the City does not,within 15 days after receiving written notice of completion, notify the Contractor of work yet to be performed to fulfill contractual obligations, the interest provided by this subsection shall commence to run 30 days after the end of the 15-day period. As a further conditions of final acceptance, the City may require the Contractor to submit evidence, satisfactory to the City's Representative, that all payrolls, material bills, and other indebtedness connected with the project have been paid, except that in case of any disputed indebtedness or hens, the Contractor may submit in lieu of evidence of payment, a surety bond satisfactory to the City guaranteeing payment of all such disputed amounts when adjudicated in cases where such payment has not already been guaranteed by surety bond. 9. Status Of Contractor As Independent Contractor Contractor certifies that: A. Contractor acknowledges that for all purposes related to thus Agreement, Contractor is and shall be deemed to be an independent Contractor as defined by ORS 670.600 and not an employee of City, shall not be entitled to benefits of any kind to which an employee of City is entitled and shall be solely responsible for all payments and taxes required by law. Furthermore, in the event that Contractor is found by a court of law or any administrative agency to be an employee of City for any purpose, City shall be entitled to offset compensation due, or to demand repayment of any amounts paid to Contractor under the terms of this Agreement, to the full extent of any benefits or other remuneration Contractor receives (from City or third party) as a result of said finding and to the full extent of any payments that City is required to make (to Contractor or to a third party) as a result of said finding. B. The undersigned Contractor hereby represents that no employee of the City, or any partnership or corporation in which a City employee has an interest, has or will receive any remuneration of any description from Contractor, either directly or indirectly, in connection with the letting or performance of thus Agreement, except as specifically declared in writing. C. If this payment is to be charged against Federal funds, Contractor certifies that he or she is not currently employed by the Federal Government and the amount charged does not exceed his or her normal charge for the type of service provided. D. Contractor and its employees,if any, are not active members of the Oregon Public Employees Retirement System and are not employed for a total of 600 hours or more in the calendar year by any public employer participating in the Retirement System E. Contractor certifies that it currently has a City business license or will obtain one prior to delivering services under this Agreement. F. Contractor is not an officer, employee, or agent of the City as those terms are used in ORS 30.265. 10. Subcontracts -Assignment&Delegation Contractor shall subrrut a list of Subcontractors for approval by the City, and Contractor shall be fully responsible for the acts or omissions of any Subcontractors and of all persons employed by them, and neither the approval by City of any Subcontractor nor anything contained herein shall be deemed to create any contractual relation between the Subcontractor and City. This agreement, and all of the covenants and conditions hereof, shall inure to the benefit of and be binding upon the City and the Contractor respectively and their legal representatives. Contractor shall not assign any rights not delegate any duties incurred by this contract, or any part hereof without the written consent of City, and any assignment or delegation in violation hereof shall be void. Any and all subcontracts issued by the contractor shall contain a provision that workers shall be paid not less that the PWR Law specified rn mmum wage. 11. Contractor- Payment of Benefits -Hours of Work A. The Contractor shall: 1) Make payment promptly, as due, to all persons supplying to such Contractor labor or material for the prosecution of the work provided for in this contract; 2) Pay all contributions or amounts due the under the Industrial Accident Fund form the Contractor or subcontractor incurred in the performance of this Agreement; 3) Pay to the Department of Revenue all sums withheld from employees pursuant to ORS 316.167. 4) Not permit any hen or claim to be filed or prosecuted against the City of Tigard, on account of any labor or material furnished; B. The Contractor or the Contractor's Surety and every Subcontractor or the Subcontractor's Surety shall file certified statements with the City in writing in form prescribed by the Commissioner of the Bureau of Labor and Industries, certifying the hourly rate of wage paid each worker which the Contractor or the Subcontractor has employed upon such public work, and further certifyuig that no worker employed upon such public work has been paid less than the applicable prevailing rate of wage, which certificate and statement shall be verified by the oath of the Contractor or the Contractors Surety or Subcontractor or the Subcontractor's Surety that the Contractor or Subcontractor has read such statement and certificate and knows the contents thereof and that the same is true to the Contractor's or Subcontractor's knowledge. 1) The certified statements shall set out accurately and completely the payroll records for the prior week, including the same and address of each worker, the worker's correct classification, rate of pay, daily and weekly number of hours worked, deductions made and actual wages paid. 2) Each certified statement required herein shall be delivered or mailed by the Contractor or Subcontractor to the City. A true copy of the certified statements shall also be filed at the same time with the Commissioner of the Bureau of Labor and Industries. Certified statements shall be submitted as follows: a) Each Contractor or Subcontractor shall preserve certified statements for a period of three years from the date of completion of the contract. C. The Contractor agrees that if the Contractor fails, neglects or refuses to make prompt payment of any claim for labor or services furnished to the Contractor or a Subcontractor by any person in connection with this contract as such claim becomes due, the proper office of the City of Tigard may pay such claim to the person furnishing the labor or services and charge the amount of the payment against funds due or to become due to the Contractor by reason of such contract. Payment of a claim in this manner shall not relieve the Contractor or the Contractor's Surety from obligation with respect to any unpaid claims. D. Contractor agrees that no person shall be employed for more than ten (10) hours in any one day, or 40 hours in any one week, except in cases of necessity or emergency or when the City deems it in the best interest of the public or policy absolutely requires it, in which event, the person so employed for excessive hours shall receive at least time and a half pay for the following: 1) For all overtime to excess of eight hours in any one day or 40 hours in any one week when the work week is five consecutive days, Monday through Friday;or 2) For all overtime to excess of 10 hours to any one day or 40 hours in any one week when the work week is four consecutive days,Monday through Friday;and 3) For all work performed on Saturday and on the legal holidays specified in ORS 279C.540. E. The Contractor agrees to provide a wntten schedule to all employees showing the number of hours per day and days per week the employee may be required to work. F. No City employee shall be required to work overtime or on a Saturday, Sunday or holiday to the fulfillment of tits contract except where the Contractor agrees to reimburse the City in the amount of money paid the employee for such work as determined by state law, the City's personnel rules or union agreement. The Contractor shall require every subcontractor to comply with this requirement G. If Contractor or any first-tier subcontractor fails to pay a person furnishing labor or material within 30 days after receipt of payment form the City or from the Contractor to a subcontractor, the Contractor or first-tier subcontractor shall owe the person the amount due plus interest commending at the end of the 10 day period that the payment is due under ORS 279C.580, unless payment is subject to a good-faith dispute. The interest rate shall be as specified in ORS 279C.515(2). If the Contractor or any subcontractor fails, neglects, or refuses to pay a person furnishing labor or material, the person may file a complaint with the Construction Contractors Board, unless the payment is subject to a good faith dispute as defined in ORS 279C.580. H. Contractor shall include a clause in each contact with a subcontractor a requirement that the contractor pay the subcontractor for satisfactory performance within 10 days of receipt of payment from the City for the work. Contractor shall include in contracts with subcontractors an interest provision for such payments in compliance with ORS 279C.580. Contractor shall include a clause in each contract with a subcontractor requiring the subcontractor to meet the same payment and interest standards as required by ORS 279C.580 (4). 12. Drug Testing Program ORS 279C.505 requires that all public improvement contracts contain a provision requiring contractors to demonstrate that an employee drug-testing program is in place. The Contractor demonstrates that a drug-testing program is in place by signing of the contact. The drug testing program will apply to all employees and will be maintained for the duration of the Contract awarded. Failure to maintain a program shall constitute a material breach of contract 13. Contractor's Employee Medical Payments Contractor agrees to pay promptly as due, to any person, co-partnership, association or corporation furnishing medical, surgical, and hospital care or other needed care and attention incident to sickness or injury to the Contractor's employees, all sums which the Contractor agreed to pay for such services and all money and sums which the Contractor collected or deducted from employee wages pursuant to any law, contract or agreement for providing or paying for such service as referenced in ORS 279C.530. 14. Early Termination A. This agreement may be terminated without cause prior to the expiration of the agreed upon term by mutual written consent of the parties and for the following reasons: 1) If work under the Contract is suspended by an order of a public agency for any reason considered to be in the public interest other than by a labor dispute or by reason of any third party judicial proceeding relating to the work other than a suit or action filed in regard to a labor dispute;or 2) If the circumstances or conditions are such that it is impracticable within a reasonable time to proceed with a substantial portion of tie Contract B. Payment of Contractor shall be as provided by ORS 279C.660 and shall be prorated to and include the day of termination and shall be in full satisfaction of all claims by Contractor against City under this Agreement C. Termination under any provision of this paragraph shall not affect any right, obligation, or liability of Contractor or City which accrued prior to such termination. 15. Cancellation with Cause A. City may terminate this Agreement effective upon delivery of written notice to Contractor, or at such later date as may be established by City, under any of the following conditions: 1) If City funding from federal, state, local, or other sources is not obtained and continued at levels sufficient to allow for the purchase of the indicated quantity of services. This Agreement may be modified to accommodate a reduction in funds, 2) If Federal or State regulations or guidelines are modified, changed, or interpreted in such a way that the services are no longer allowable or appropriate for purchase under this Agreement, 3) If any license or certificate required by law or regulation to be held by Contractor, its subcontractors, agents, and employees to provide the services required by this Agreement is for any reason denied,revoked, or not renewed, or 4) If Contractor becomes insolvent, if voluntary or involuntary petition in bankruptcy is filed by or against Contractor, if a receiver or trustee is appointed for Contractor, or if there is an assignment for the benefit of creditors of Contractor. Any such termination of this agreement under paragraph (a) shall be without prejudice to any obligations or liabilities of either party already accrued prior to such termination. S. City, by written notice of default (including breach of contract) to Contractor, may terminate the whole or any part of this Agreement: 1) If Contractor fails to provide services called for by this agreement within the time specified herein or any extension thereof, or 2) If Contractor fails to perform any of the other provisions of this Agreement, or so fails to pursue the work as to endanger performance of this agreement in accordance with its terms, and after receipt of written notice from City, falls to correct such failures within ten (10) days or such other period as City may authorize. The rights and remedies of City provided in the above clause related to defaults (including breach of contract) by Contractor shall not be exclusive and are in addition to any other rights and remedies provided by law or under this Agreement. If City terminates this Agreement under paragraph (b), Contractor shall be entitled to receive as full payment for all services satisfactorily rendered and expenses incurred, an amount which bears the same ratio to the total fees specified in this Agreement as the services satisfactorily rendered by Contractor bear to the total services otherwise required to be performed for such total fee; provided, that there shall be deducted from such amount the amount of damages, if any, sustained by City due to breach of contract by Contractor. Damages for breach of contract shall be those allowed by Oregon law, reasonable and necessary attorney fees, and other costs of litigation at trial and upon appeal 16. Access to Records City shall have access to such book, documents, papers and records of Contractor as are directly pertinent to this Agreement for the purpose of making audit, examination, excerpts,and transcripts. 17. Work is Property of CitX All work performed by Contractor under this Agreement shall be the property of the City. 18. Adherence to Law A. Contractor shall adhere to all applicable laws governing its relationship with its employees, including but not limited to laws, rules, regulations, and policies concerning workers' compensation,and minimum and prevailing wage requirements. B. To the extent applicable, the Contractor represents that it will comply with Executive Order 11246 as amended, Executive Order 11141, Section 503 of the Vocational Rehabilitation Act of 1973 as amended and the Age Discrimination Act of 1975, and all rules and regulations issued pursuant to the Acts. C. As provided by ORS 279C.525, all applicable provisions of federal, state or local statutes, ordinances and regulations dealing with the prevention of environmental pollution and the preservation of natural resources that affect the work under this contract are by reference incorporated herein to the same force and affect as if set forth herein in full. If the Contractor must undertake additional work due to the enactment of new or the amendment of existing statutes, ordinances or regulations occurring after the submission of the successful bid, the City shall issue a Change Order setting forth the additional work that must be undertaken. The Change Order shall not invalidate the Contract and there shall be, in addition to a reasonable extension,if necessary, of the contract time, a reasonable adjustment in the contract price,if necessary, to compensate the Contractor for all costs and expenses incurred, including overhead and profits, as a result of the delay or additional work. Pursuant to ORS 279C.525(1), the following list identifies Governmental Agencies of which the City has knowledge that have enacted Environmental Laws which may affect the performance of the work. FEDERAL AGENCIES ➢ Agriculture • Department of Forest Service • Soil Conservation Service ➢ Defense • Department of Army Corps of Engineers ➢ Energy • Department of Federal Energy Regulatory Commission ➢ Environmental Protection Agency ➢ Department of Health and Human Services ➢ Housing and Urban Development • Department of Solar Energy Conservation Bank ➢ Interior,Department of • Bureau of Sports Fisheries and Wildhfe • Bureau of Outdoor Recreation • Bureau of Land Management • Bureau of Mines • Bureau of Indian Affairs • Bureau of Reclamation • Geological Survey Minerals Management Service ➢ Labor,Department of • Mine Safety and Health Administration • Occupational Safety and Health Administration ➢ Transportation,Department of • Coast Guard • Federal Highway Administration ➢ Water Resources Council STATE AGENCIES ➢ Administrative Services,Department of ➢ Agriculture,Department of ➢ Columbia River Gorge Commission ➢ Consumer&Business Services,Department of Oregon Occupational Safety&Health ➢ Division ➢ Energy,Department of ➢ Environmental Quality,Department of ➢ Fish and Wildlife,Department of ➢ Forestry,Department of ➢ Geology and Mineral Industries, Department of ➢ Heiman Resources,Department of ➢ Land Conservation and Development Commission ➢ Parks and Recreation,Department of ➢ Soil and Water Conservation Commission ➢ State Engineer ➢ State Land Board ➢ Water Resources Board LOCAL AGENCIES ➢ City Council ➢ County Court ➢ County Commissioners,Board of ➢ Port Districts ➢ Metropolitan Services Districts ➢ County Service Districts ➢ Sanitary Districts ➢ Water Districts ➢ Fire Protection Distracts 19. Changes City may at any time, and without notice, issue a written Change Order requiring additional work within the general scope of this Contract, or any amendment thereto, or directing the omission of or variation in work. If such Change Order results in a material change in the amount or character of the work, an equitable adjustment in the Contract price and other provisions of this Contract as may be affected may be made. Any claim by Contractor for and adjustment under this section shall be asserted in wntung within thirty (30) days from the date of receipt by Contractor of the notification of change or the claim will not be allowed. Whether made pursuant to this section or by mutual agreement, no change shall be binding upon City until a Change Order is executed by the Authorized Representative of City,which expressly states that it constitutes a Change Order to this Contract. The issuance of information, advice, approvals, or instructions by City's Representative or other City personnel shall not constitute an authorized change pursuant to this section. Nothing contained in this section shall excuse the Contractor from proceeding with the prosecution of the work in accordance with the Contract,as changed. 20. Force Majeure Neither City nor Contractor shall be considered in default because of any delays in completion of responsibilities hereunder due to causes beyond the control and without fault or negligence on the part of the party so disenabled, including, but not restricted to, an act of God or of a public enemy, volcano, earthquake, fire, flood, epidemic, quarantine, restriction, area-wide strike, freight embargo, unusually severe weather or delay of Subcontractor or suppliers due to such cause; provided that the party so disenabled shall within ten (10) days from the beginning of such delay, notify the other party in writing of the causes of delay and its probable extent. Such notification shall not be the basis for a claim for additional compensation. Each party shall, however, make all reasonable efforts to remove or eliminate such a cause of delay or default and shall, upon cessation of the cause, diligently pursue performance of its obligation under Contract. 21. Nonwaiver The failure of the City to insist upon or enforce strict performance by Contractor of any of the terms of this contract or to exercise any Lights hereunder shall not be construed as a waiver or relinquishment to any extent of its right to assert or rely upon such terms or rights on any future occasion. 22. Warranties All work shall be guaranteed by the Contractor for a period of one year after the date of final acceptance of the work by the Owner. Contractor warrants that all practices and procedures, workmanship, and materials shall be the best available unless otherwise specified in the profession. Neither acceptance of the work nor payment therefore shall relieve Contractor from liability under warranties contained un or implied by this contract. 23. Attorney's Fees In case sunt or action is instituted to enforce the provisions of this contract, the parties agree that the losing party shall pay such sum as the Court may adjudge reasonable attorney's fees and court costs including attorney's fees and court costs on appeal. 24. Governing Law The provisions of this Agreement shall be construed in accordance with the provisions of the laws of the State of Oregon. Any action or suits involving any questions ansing under this Agreement must be brought in the appropriate court of the State of Oregon. 25. Conflict Between Terms It is further expressly agreed by and between the parties hereto that should there be any conflict between the terms of this instrument and the proposal of the Contractor, this instrument shall control and nothing herein shall be considered as an acceptance of the said terms of said proposal conflicting herewith. 26. Indemnity A. The City has relied upon the professional ability and training of the Consultant as a material inducement to enter into this Agreement Consultant represents to the City that the work under this contract will be performed in accordance with the professional standards of skill and care ordinarily exercised by members of the Consultant's profession under similar conditions and circumstances as well as the requirements of applicable federal, state and local laws, it being understood that acceptance of an Consultant's work by the City shall not operate as a waiver or release. Acceptance of documents by City does not relieve Consultant of any responsibility for design deficiencies, errors or omissions. B. Claims for other than Professional Liability. Consultant agrees and shall indemnify, defend, save and hold harmless the City of Tigard, its officers, employees, agents, and representatives from all claims, suits, or actions and all expenses incidental to the investigation and defense thereof, of whatsoever nature, including intentional acts resulting from or ansing out of the activities of Consultant or its subcontractors, sub-consultants, agents or employees in performance of this contract at both trial and appeal level, whether or not a trial or appeal ever takes place including any hearing before federal or state administrative agencies. If any aspect of this indemnity shall be found to be illegal or mvabd for any reason whatsoever, such illegality or invalidity shall not affect the vandity of the remainder of flus indemnification. C. Claims for Professional Liability. Consultant agrees and shall indemnify, defend, save and hold harmless the City of Tigard, its officers, employees, agents, and representatives from all claims, snots, or actions and all expenses incidental to the investigation and defense thereof, ansing out of the professional neghgent acts, errors or omissions of Consultant or its subcontractors, sub-consultants, agents or employees in performance of professional services under this agreement. Any work by Consultant that results in a design of a facility that is not readily accessible to and usable by individuals with disabilities shall be considered a professionally negligent act, error or omission D. As used in subsections B and C of this section, a claim for professional responsibility is a claim made against the City in wluch the City's alleged liability results directly or indirectly, in whole or in part, from the quality of the professional services provided by Consultant, regardless of the type of claim made against the City in performance of this contract. A claim for other than professional responsibility is a claim made against the City in which the City's alleged liability results from an act or omission by Consultant unrelated to the quality of professional services provided by Consultant in performance of this contract. 27. Insurance Contractor and its subcontractors shall maintain insurance acceptable to City in full force and effect throughout the term of this contract Such insurance shall cover risks ansmg directly or indirecdy out of Contractor's activities or work hereunder, including the operations of its subcontractors of any tier. Such insurance shall include provisions that such insurance is primary insurance with respect to the interests of City and that any other insurance maintained by City is excess and not contributory insurance with the insurance required hereunder. The policy or policies of insurance maintained by the Contractor and its subcontractors shall provide at least the following limits and coverages- A. Commercial General Liability Insurance: Contractor shall obtain, at contractor's expense, and keep in effect during the term of tlnis contract, Comprehensive General Liability Insurance covering Bodily Injury and Property Damage on an "occurrence" form (CG 2010 1185 or equivalent). This coverage shall include Contractual Liability insurance for the indemnity provided under this contract The following insurance will be carried: Coverage Limit General Aggregate $2,000,000 Products-Completed Operations Aggregate $1,000,000 Personal&Advertising Injury $1,000,000 Each Occurrence $2,000,000 Fire Damage (Any one fixe) $50,000 B. Professional Liability Consultant shall confirm and provide proof of Professional Liability Insurance covering any damages caused by an error, omission or any negligent acts ansnng out of surveying and or/soils analysis performed by Consultant or contracted to a third party. Combined single limit per claim shall not be less than $1,000,000, or the equivalent. Annual aggregate limit shall not be less than$2,000,000 and filed on a"claim made" form. C. Commercial Automobile Insurance Consultant shall also obtain, at Consultant's expense, and keep in effect during the term of the contract (Symbol 1 or Symbols 8 and 9 as applicable) Commercial Automobile Liability coverage on an "occurrence" form including coverage for all owned, hired, and non-owned vehicles. The Combined Single Limit per occurrence shall not be less than$2,000,000. If Contractor operates a personally-owned vehicle for business use under this contract, the Contractor shall obtain, at Contractor's expense, and keep in effect during the term of the contract, business automobile liability coverage for all owned vehicles on an "occurrence" form. The Combined Single Limit per occurrence shall not be less than$2,000,000. D. Workers' Compensation Insurance The Consultant, its subcontractors, if any, and all employers providing work, labor or materials under this Contract are subject employers under the Oregon Workers' Compensation Law and shall comply with ORS 656.017, which requires them to provide workers' compensation coverage that satisfies Oregon law for all their subject workers. Out-of-state employers must provide Oregon workers' compensation coverage for their workers who work at a single location within Oregon for more than 30 days in a calendar year. Consultants who perform work without the assistance or labor of any employee need not obtain such coverage. This shall include Employer's Liability Insurance with coverage limits of not less than $1,000,000 each accident E. Additional Insured Provision All policies aforementioned, other than Workers'Compensation and Professional Liability, shall include the City its officers, employees, agents and representatives as additional insureds with respect to this contract. Coverage will be endorsed to provide a"per project"aggregate. F. Extended Reporting Coverage If any of the aforementioned liability insurance is arranged on a "claims-made" basis, Extended Reporting coverage will be required at the completion of this contract to a duration of 24 months or the maximum time period the Consultant's insurer will provide such of less than 24 months. Consultant will be responsible for furnishing certification of Extended Reporting coverage as described or continuous "claims-made" liability coverage for 24 months following contract completion. Continuous "claims-made" coverage will be acceptable in heu of Extended Reporting coverage, provided its retroactive date is on or before the effective date of this contract. Coverage will be endorsed to provide a"per project" aggregate. G. Insurance Carrier Rating Coverage provided by the Consultant must be underwritten by an insurance company deemed acceptable by the City. All policies of insurance must be written by companies having an A.M. Best rating of"A-VII" or better, or equivalent The City reserves the right to reject all or any insurance carner(s) with an unacceptable financial rating H. Self-Insurance The City understands that some Contractors may self-unsure for business risks and the City will consider whether such self-insurance is acceptable if it meets the minimum insurance requirements for the type of coverage required. If the Contractor is self-insured for commercial general liability or automobile liability insurance the Contractor must provide evidence of such self-insurance. The Contractor must provide a Certificate of Insurance showing evidence of the coverage amounts on a form acceptable to the City. The City reserves the right in its sole discretion to determine whether self-insurance is adequate. I. Certificates of Insurance As evidence of the insurance coverage required by the contract, the Consultant shall furnish a Certificate of Insurance to the City. No contract shall be effective until the required Certificates of Insurance have been received and approved by the City. The certificate will specify and document all provisions within this contract and include a copy of Additional Insured Endorsement. A renewal certificate will be sent to the address below prior to coverage expiration. J. Independent Contractor Status: The service or services to be rendered under this contract are those of an independent contractor. Contractor is not an officer, employee or agent of the City as those terms are used in ORS 30.265. K. Primary Coverage Clarification: The parties agree that Contractors coverage shall be primary to the extent permitted by law. The parties further agree that other insurance maintained by the city is excess and not contributory insurance with the insurance required in this section. L. Cross-Liability Clause: A cross-habilnty clause or separation of insureds clause will be included in all general liability and commercial automobile policies required by this contract. A certificate in form satisfactory to the City certifying to the issuance of such insurance will be forwarded to: City of Tigard Attn: Contracts and Purchasing Office 13125 SW Hall Blvd Tigard, Oregon 97223 Such policies or certificates must be delivered prior to commencement of the work. The procuring of such required insurance shall not be construed to limit Contractor's liability hereunder. Notwithstanding said insurance, Contractor shall be obligated for the total amount of any damage,injury, or loss caused by negligence or neglect connected with this contract. 28. Method and Place of Giving Notice, Submitting Bills and Making Payments All notices, bills and payments shall be made in writing and may be given by personal delivery or by mail. Notices, bills and payments sent by mail should be addressed as follows: CITY OF TIGARD JEFF KERSEY CONSTRUCTION,INC. Attn: Kim McMillan,P.E.,Engineering Mgr Attn: Jeff Kersey,President Address: 13125 SW Hall Blvd Address: PO Box 896 Tigard, Oregon 97223 Canby, Oregon 97013 Phone: (503) 718-2642 Phone: (503) 266-3103 Fax: (503) 624-0752 Fax: (503) 266-3104 Email: kltn@%�md-gL.gov Email: (insert address) and when so addressed, shall be deemed given upon deposit in the United States mail,postage prepaid. In all other instances, notices, bills and payments shall be deemed given at the time of actual delivery. Changes may be made in the names and addresses of the person to whom notices, bills and payments are to be given by giving written notice pursuant to this paragraph. 29. Hazardous Materials Contractor shall supply City with a list of any and all hazardous substances used in performance of this Agreement That list shall identify the location of storage and use of all such hazardous substances and identify the amounts stored and used at each location. Contractor shall provide City with material safety data sheets for all hazardous substances brought onto City property, created on City property or delivered to City pursuant to this Agreement For the purpose of this section, "hazardous substance" means hazardous substance as defined by ORS 453.307(5). Contractor shall complete the State Fire Marshall's hazardous substance survey as required by ORS 453.317 and shall assist City to complete any such survey that it may be required to complete because of substances used in the performance of this Agreement 30. Hazardous Waste If, as a result of performance of this Agreement, Contractor generates any hazardous wastes, Contractor shall be responsible for disposal of any such hazardous wastes in compliance with all applicable federal and state requirements. Contractors shall provide City with documentation, including all required manifests, demonstrating proper transportation and disposal of any such hazardous wastes. Contractor shall defend, indemnify, and hold harmless City for any disposal or storage of hazardous wastes generated pursuant to this Contract and any releases or discharges of hazardous materials. 31. Severability In the event any provision or portion of this Agreement is held to be unenforceable or invalid by any court of competent jurisdiction, the remainder of this Agreement shall remain in full force and effect and shall in no way be affected or invalidated thereby. 32. Demolition—Salvage and Recycling As required by ORS 279C.510, Contractor shall salvage or recycle any construction and demolition debris if feasible and cost-effective 33. Complete Agreement Thus Agreement and attached exhibits constitutes the entire Agreement between the parties. No waiver, consent, modification, or change of terms of this Agreement shall bind either party unless in writing and signed by both parties. Such waiver, consent, moduficatuon, or change if made, shall be effective only in specific instances and for the specific purpose given. There are no understandings, agreements, or representations, oral or written, not specified herein regarding this Agreement. Contractor, by the signature of its authorized representative,hereby acknowledges that he has read this Agreement,understands it and agrees to be bound by its terms and conditions. IN WITNESS WHEREOF, City has caused this Agreement to be executed by its duly authorized undersigned officer and Architect has executed this Agreement on the date hereinabove first written. Approved by Tigard's Local Contract Review Board on February 11,2014. CITY OF TIGARD JEFF CONSTRUCTION,INC. ";�� Signature Signature Printed Name&Title Printed Name&Title 5 6 .2v i* 2:Z#-)y- Date Date ATTACH MENT G PUBLIC IMPROVEMENT CONTRACT-PERFORh1ANr..E BOND CITY OF TIGARD,OREGON MAIN STREET SANITARY SEWER/FANNO CREEK CROSSING ELIMINATION Bond Number. 12104362 Project Name-Main Street Sanitary Sewer/Fanno Creek Crossing Elimination The Guarantee Company of North America USA (Surety#1) Bond Amount No. 1: S 243,296.60 (Surety#2)* Bond Amount No.2:* $ *T/raring malliPk rurelief Total Penal Sum of Bond: S 243,296.60 We, Jeff Kersey Construction,Inc. as Principal, and die above identified Surety(ics), authorized to transact surety business in Oregon, as Surety, hereby jointly and severally bind ourselves, our respective heirs, executors, administrators, successors, and assigns firmly by these presents to pay unto the City of Tigard, a murucipality of the Statc of Oregon, the sum of(total Penal Swrn of Bond) Two Hundred Forty Three Thousand Two Hundred Ninety Six&60/100 $243,296.60) (provided, that we the Sureties bind ourselves in such sum"jointly and severally"as well as "severally"only for the purpose of allowing a joint action or actions against any or all of us, and for all other purposed each Surety binds itself, jointly and severally with the Principal, for the payment of such sum only as is set forth opposite the name of such Surety),and WHEREAS, the Principal has entered into a contract w-tth the City of Tigard, the plans,specifications, terms, and conditions of which are contained in the above-referenced project solicitation; WHEREAS, the terms and conditions of the contract,together with applicable plans,standard specifications, special provisions, schedule of performance, and schedule of contract prices, are made a part of this Performance Bond by reference,whether or not attached to the contract(all hereafter called"Contract');and WHEREAS, the Principal has agreed to perform the Contract in accordance with the terms, conditions, requirements, plans, and specifications, and all authorized modifications of the Contract which increase die amount of the work, the amount of the Contract, or constitute an authorized extension of the time for performance,notice of any such modifications hereby being waived by the Surety: NOW,THEREFORE,THE CONDITION OF THIS BOND IS SUCH that if the principal herein shall faithfully and truly observe and comply Nzzth the terms of the contract and performs the contract within the time prescribed by the contract, then this obligation is null and void;otherwise it shall remain in full force and effect. If the contractor is declared by City to be in default under the contract, the surety shall promptly remedy the default, perform all of contractor's obligations under the contract in accordance with its terms and conditions and pay to City all damages that are due under the contract. This obligation jointly and severally binds the contractor and surety and their respected heirs, executors, administrators, and successors. Nonpayment of the bond premium shall not invalidate this bond nor shall the City of Tigard be obligated for the payment of any premiums. This bond is executed for the purpose of complying with ORS 279C and the Tigard Public Contracting Rules,the provisions of which are incorporated herein and made a part hereof. Said surety for value received, hereby stipulates and agrees that no change, extension of time, alteration, or addition to the terms of the contract, or the work to be performed dzereunder, or the specifications accompanying the same shall in anywise affect its obligations on this bond, and it does hereby waive notice of any such change,extension of time,alteration,or addition to the terms of the contract or to the work or to rhe specifications. 45 IN WITNESS WHEREOF, WE HAVE- CAUSED THIS INSTRUAIENT TO BE EXECUTED AND SEALED BY OUR DULY AUTHORIZE-D LEGAL.RE PRESENTA111'CS. Dated this 26th day of February 1 2014 PRINCI eff Kersey Construction,Inc. By • Signature Printed Namc&Tide Attcst: SURETY:The Guarantee Company of North America USA (Add Agnawrrs for each warty rf udng mull ple bonds) BY ATI'ORNEY-IIS-I:ACT: (Power-of-At[orng must aaniapany ead)sunny Gond) Gloria Bruning Nam Signature 1201 SW 12th Ave.,#500 Address Portland,OR 97205 City State Zip '503-224-2500 503-224-9830 Phone Fax 46 A'rTA(:H1IEN'r H PUBLIC:IMPROVEMENT CONTRACT-PAY'MEN'T BOND CITY OF TIGARD,OREGON MAIN STREET SE\XER/FANNO CREEK CROSSING ELIMINATION Bond Number.12 04362 Project Name-Main Street Sanitary Sewer/Fanno Creek Crossing Elimination The Guarantee Company of North America USA (Surety 41) Bond Amount No. 1: S 243,296.60 (Surety #2)* Bond Amount No. 2:* S *Ifudirg lvm ple swedes Total Penal Sum of Bond: $ 243,296.60 We,je, Jeff Kersey Construction,Inc. as Principal, and the above identified Surety(ies), authorized to transact surety business in Oregon, as Surety, hereby jointly and severally bind ourseh-es, our respective heirs, executors, administrators, successors, and assigns firmly by these presents to pay surto the City of Tigard, a municipality of the State of Ore on, the sum of (total Penal Sunr of Bond)Two Hundred Forty Three Thousand Two Hundred Ninety Six&6 /100—($243,296.60) (provided, that we the Sureties bind ourselves in such sum"jointly and severally"as well as"severally"only for the purpose of allowing a joint action or actions against any or 24 of us, and for all other purposed each Surety binds itself, jointly and severally with the Principal, for the payment of such sum only as is set forth opposite the name of such Surety),and WHEREAS,the Principal Inas entered into a contract with the City of Tigard, the plans, specifications, terms, and conditions of which are contained in above-referenced project solicitation; WHEREAS, the terms and conditions of the contract, together with applicable plans,standard specifications, special provisions, schedule of performance, and schedule of contract prices, are made a part of this Payment bond by reference,whether or not attached to the contract(all hereafter called"Contract'D;and WHEREAS, the Principal has agreed to perform the Contract in accordance with the terms, conditions, requirements,plans,and specifications,and schedule of contract prices which are set forth in the Contract and any attachments,and all authorized modifications of the Contract which increase the amount of the work, or the cost of the Contract;or constitute authorized extensions of time for performance of the Contract, notice of any such modifications hereby being waived by the Surety: NOW,THEREFORE,THE CONDITION OF THIS BOND IS SUCH that if the Principal shall faithfully and truly observe and comply with the terms, conditions, and provisions of the Contract, in all respects, and shall well and tnily and fully do and perform all matters and things by it undertaken to be performed under said Contract and any drily authorized modifications that are made, upon the terms set forth therein, and -within the time prescribed therein, or as extended therein as provided in the Contract,with or without notice to the Sureties, and shall indemnify and save har riless the City of Tigard its officers, agent.-,, and employees against any claim for direct or indirect damages of every land and description that shall be suffered or claimed to be suffered in connection xvith or arising out of the performance of the Contract by the Contractor or its subcontractors, and shall promptly pay all persons supplying labor, materials, or both to the Principal or its subcontractors for prosecution of the work provided in the Contract; and shall promptly pay all contributions due the State Industrial Accident Fund and the State Unemployment Compensation Fund from the Principal or its subcontractors in connection with the performance of the Contract•, and shall pay over to the Oregon Department of Revenue all sums required to be deducted and retained from the wages of employees of the Principal and its subcontractors pursuant to ORS 316.167, and shall pem-& no lien nor claim to be filed or prosecuted against the City on account of any labor or materials furnished;and shall do all things required of the Principal by the laws of the State of Oregon, then this obligation shall be void:otherwise,it shall remain in full force and effect. 47 Nonpayment of die bond premium Lill not invnhdate this bond nor shall the Cita of'Tigard be obligntcd for the payment of any premiums. This bond is given and received ander the authoriq, of URS Chapter 2790 uid Tigard Public Contracting Rales,the provisions of which arc incorporated into this bond and made a part hereof. IN WITNESS WHEREOF, WE HAVE CAUSED THIS INSTRU.-MENT '!'O BE EXECUTED AND SEALED BY OUR DULY AUTFIORIZED LEGAL RE.PRBSENTATRTS. Dated this 26th day of February 2014 PRINCIP eff Kersey Construction,Inc. B- Signa Printed Name&Title Artcsr SURE-1-y.The Guarantee Company of North America USA (/Idd signatart r for each surety#.vsirrg ma/tipk bond. BY ATTORNEY-IN-FACT: (Poiwr-o'-Alloniey most accompany wch surry houdl Gloria Bruning Namc — ORU Signator 1201 SW 12th Ave.,#500 Address Portland,OR 97205 City State Zip 503-224-2500 503-224-9830 Phone Fax 48 THE GUARANTEE COMPANY OF NORTH AMERICA USA Southfield,Michigan POWER OF ATTORNEY KNOW ALL BY THESE PRESENTS:That THE GUARANTEE COMPANY OF NORTH AMERICA USA,a corporation organized and existing under the laws of the State of Michigan,having its principal office in Southfield,Michigan,does hereby constitute and appoint Brent Olson,James P.Dooney,Philip O. Forker, Gene M.Dietzman,Richard W.Kowalski,John D.Klump,Karen A.Pierce, Joel Dietzman, Christopher A.Reburn, Gloria Bruning, Vicki Mather,Ray M.Paiement,J. Patrick Dooney, Tami Jones Anchor Insurance&Surety,Inc. its true and lawful attomey(s)-m-fact to execute, seal and deliver for and on its behalf as surety, any and all bonds and undertakings, contracts of indemnity and other writings obligatory in the nature thereof,which are or may be allowed,required or permitted by law,statute,rule,regulation,contract or otherwise. The execution of such instrument(s)in pursuance of these presents, shall be as binding upon THE GUARANTEE COMPANY OF NORTH AMERICA USA as fully and amply, to all intents and purposes, as if the same had been duly executed and acknowledged by its regularly elected officers at the principal office The Power of Attorney is executed and may be certified so,and may be revoked,pursuant to and by authority of Article IX,Section 9.03 of the By-Laws adopted by the Board of Directors of THE GUARANTEE COMPANY OF NORTH AMERICA USA at a meeting held on the 31e day of December,2003 The President,or any Vice President,acting with any Secretary or Assistant Secretary,shall have power and authority 1. To appoint Attomey(s}in-fact,and to authorize them to execute on behalf of the Company,and attach the Seal of the Company thereto,bonds and undertakings,contracts of indemnity and other writings obligatory in the nature thereof;and 2. To revoke,at any time,any such Attomey-m-fact and revoke the authority given,except as provided below 3. In connection with obligations in favor of the Florida Department of Transportation only,it is agreed that the power and authority hereby given to the Attomey-in-Fact includes any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts required by the State of Florida Department of Transportation. It is fully understood that consenting to the State of Florida Department of Transportation making payment of the final estimate to the Contractor and/or its assignee, shall not relieve this surety company of any of its obligations under its bond. 4. In connection with obligations in favor of the Kentucky Department of Highways only,it is agreed that the power and authority hereby given to the Attomey-in-Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner— Department of Highways of the Commonwealth of Kentucky at least thirty(30)days prior to the modification or revocation. Further,this Power of Attorney is signed and sealed by facsimile pursuant to resolution of the Board of Directors of the Company adopted at a meeting duly called and held on the 6th day of December 2011,of which the following is a true excerpt: RESOLVED that the signature of any authorized officer and the seal of the Company may be affixed by facsimile to any Power of Attorney or certification thereof authorizing the execution and delivery of any bond,undertaking, contracts of indemnity and other writings obligatory in the nature thereof, and such signature and seal when so used shall have the same force and effect as though manually affixed. *mac IN WITNESS WHEREOF,THE GUARANTEE COMPANY OF NORTH AMERICA USA has caused this instrument to be signed and its corporate seal to be affixed by its authorized officer,this 23rd day of February,2012. �• THE GUARANTEE COMPANY OF NORTH AMERICA USA •r6� STATE OF MICHIGAN Stephen C.Ruschak,Vice President Randall Musselman,Secretary County of Oakland On this 23rd day of February,2012 before me came the individuals who executed the preceding instrument,to me personally known,and being by me duly sworn,said that each is the herein described and authorized officer of The Guarantee Company of North America USA;that the seal affixed to said instrument is the Corporate Seal of said Company;that the Corporate Seal and each signature were duly affixed by order of the Board of Directors of Cynthia A. Takai IN WITNESS WHEREOF,I have hereunto set my hand at The Guarantee Notary Public,State of Michigan Company of North America USA offices the day and year above written. County of Oakland pito = My Commission Expires February 27,2018 J T � Acting in Oakland County �f I,Randall Musselman,Secretary of THE GUARANTEE COMPANY OF NORTH AMERICA USA,do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney executed by THE GUARANTEE COMPANY OF NORTH AMERICA USA,which is still in full force and effect. f *�cq� IN WITNESS WHEREOF,I have thereunto set my hand and attached the seal of said Company this day of � 141 I q 'GG Randall Musselman,Secretary ATTACHMENT I SUPPLEMENTARY GENERAL CONDITIONS CITY OF TIGARD MAIN STREET SEWER/FANNO CREEK CROSSING ELIMINATION The following provisions supplement and amend the General Conditions (defined in the Agreement). Section 00120, Bidding Requirements and Procedures — Note that this section has been modified earlier in these bid documents Section 00130,Award and Execution of Contract — Note that this section has been modified earlier in these bid documents Section 00150.10(a) Order of Precedence — The Engineer will resolve any discrepancies between these documents in the following order of precedence: 0 Contract Change Orders; 0 Special Provisions; 0 Agency-prepared drawings specifically applicable to the Project and bearing the Project title; 0 Reviewed and accepted, stamped Working Drawings; 0 Standard Drawings; ❑ Approved Unstamped Working Drawings; ❑ Supplemental Specifications; 0 Standard Specifications;and 0 All other contract documents not listed above Notes on drawing shall take precedence over drawing details. Dimensions shown on the drawings,or that can be computed, shall take precedence over scaled dimensions. Section 00150.40(a) Cooperation and Superintendence by the Contractor, General — Add the words, "within the limitations in Oregon Lav regarding public records." to the end of the sentence in bullet item 7. Section 00160.10 Ordering, Producing and Furnishing Materials — Delete the last two sentences in the opening paragraph. Section 160.10(b)Approval of Quantity of Materials Ordered— Delete the sentence, "Therefore, the Contractor is cautioned to order or produce Materials only after having received the approval of the Engineer. " Delete the sentence, "Excess Materials, ordered or produced by the Contractor,without approval of the Engineer, may be purchased by the Agency at the sole discretion of the Agency. (see 00195.80)" Section 165.03 Testing by Agency— Delete the words "its central laboratory, field laboratories, or other" from the first sentence. Section 170.10(d) Agency's Payment of the Contractor's Prompt Payment Obligations — Change the word "ODOT" to "Agency". 49 Section 170.70, Insurance— Delete entire section. Section 170.72 Indemnity/Hold Harmless — Delete entire section. Section 170.94 Use of Explosives — Change the first sentence to read, "The Contractor shall obtain the Engineer's approval and shall comply with all Laws pertaining to the use of explosives." Section 180.20(a) Subcontracting Limitations, General— Delete the first sentence. Section 180.22 Payments to Subcontractors and Agents of the Contractor— Delete the second paragraph. Section 180.31 (b)(1) Reason for Substitution — Add the following word to the beginning of the first bullet: "In the judgment of the Engineer". Section 180.50(c) Beginning of Contract Time — Change the paragraph to read, 'Wien the Contract Time is stared in Calendar Days, counting of Contract Calendar Days will begin with the first Calendar Day following the date of the Notice to Proceed." Section 195.10 Payment for Changes in Materials Costs — Delete entire section. Section 195.12 Steel Material Price Escalation/De-Escalation Clause— Delete entire section. Section 195.50(a)(2) Value of Materials on Hand— Delete paragraph. Section 195.50(b) Retainage: Change the first paragraph to read. "The amount to be retained from progress payments will be 5% of the value of Work accomplished, and will be retained in one of the forms specified in Subsection (c) below. Section 195.60 Advance Allowance for Materials on Hand— Delete entire section. Section 195.80 Allowances for Materials Left on Hand— Delete entire section. Section 199.40 Claims Decision Review— Delete entire section. 50 ATTACHMENT J SPECIAL PROVISIONS CITY OF TIGARD MAIN STREET SANITARY SEWER- FANNO CREEK CROSSING ELIMINATION The Special Provisions contained herein have been prepared by or under the direction of the following Registered Engineer. Kim McMillan,P.E. 14. WORK TO BE DONE The Work to be done under this Contract consists of constructing public sewerline infrastructure in Fanno Creek Park, and in Main Street as shown on plans entitled: CITY OF TIGARD OREGON MAIN STREET SANITARY SEWER- FANNO CREEK CROSSING ELIMINATION APPLICABLE SPECIFICATIONS The Specification that is applicable to the Work on this Project is the 2008 edition of the "Oregon Standard Specifications for Construction". All work shall be in accordance with these specifications except where specifically modified in this document and on the plans. For this project,when the specification says `Agency' it may typically be understood to mean `City' in protect-specific cases, but may refer to the Oregon Department of Transportation,especially in cases of standards and testing. All number references in these Special Provisions shall be understood to refer to the sections and subsections of the Standard Specifications and Supplemental Specifications bearing like numbers and to sections and subsections contained in these Special Provisions in their entirety. 51 Section 00120—Bidding Requirements and Procedures Note that this section has been modified earlier to these bid documents Section 00130—Award and Execution of Contract Dote that this section has been modified earlier in these bid documents Section 00150—Control of Work 00150.15 Construction Stakes, Lines, and Grades: (a) General—Replace "Engineer" NVIth "Contractor's Surveyor".Add the following bullet: ❑ The contractor will be responsible for hiring the licensed project surveyor for construction staking. (b) Agency Responsibilities —Delete bulleted items 1-4. Add the following bullets: 0 Engineer will provide Contractor AutoCad 2013 Civil 3D project files for surveying purposes. (c) Contractor Responsibilities Replace this subsection with the following- 0 ollowing0 Coordinate construction to provide sufficient area for the Surveyor to perform surveying work efficiently and safely; 0 Accurately measure detailed dimensions, elevations,and Slopes from the Surveyor's stakes and marks; 0 Perform the Work in such a manner as to preserve stakes and marks; and 0 Set anv reference lanes for automatic control from the control stakes provided by the Surveyor. 0 The Contractor shall examine the stakes before commencing work. Where the validity of a stake(s) is questioned,promptly notify the Engineer to check such stake(s) before proceeding. Survey Construction Staking Services shall include: 0 Verif}, existing control monuments. 0 Set horizontal control points in the project area as necessary. 0 Set project benchmarks as necessary. 0 Provide one set of stakes identif}-ing project lim.tts within Fanno Creek Park. ❑ Stake locations of manholes, cleanouts, connection points, and provide offsets with cuts to flow line. 0 Fanno Creek pathway resurfacing—provide one set of grade stakes offset to edge of pathway at 25'intervals or as necessary to re-establish path location. ❑ Project Asbuilting—provide horizontal locations of manholes, cleanouts, bends. Provide vertical data including rims,invert elevations of pipes at manholes and cleanouts. Provide finish manhole diagrams (including pipe locations, steps, bench). 00150.40 Cooperation and Superintendence by the Contractor: a) General-Add the following to the 1"bulleted item: 52 ❑ Mark plans as the work progresses to show all revisions and the actual locations of existing utilities. Contract Documents shall be available for inspection by the Engineer. Upon completion of the contract and prior to final payment, the noted revisions and mark ups shall be turned over to the Enguieer. ❑ Appoint a single Superintendent and any alternate Superintendent who shall meet the following qualifications: ❑ Appointees shall be competent to manage all aspects of die Work ❑ Appointees shall be from the Contractor's own organization. ❑ Appointees shall have performed similar duties on at least one previous project to the size, scope and complexity of the current Contract. ❑ Appointees shall be experienced in the types of Work being performed. ❑ Appointees shall be capable of reading and thoroughly understanding the Plans and Specifications. The appointed Superintendent, or any alternate Superintendent shall: ❑ Be present of all On-Site Work, regardless of the amount to be performed by the Contractor, Subcontractors, Suppliers, or other providers,unless the Engineer provides prig approval of the Superintendent's or alternate Superintendent's absence. ❑ Be equipped with a two way radio or cell phone capable of communicating throughout the protect during all the hours of Work on die Project Site and be available for communication with the Engineer. ❑ Have full authority and responsibility to promptly execute orders or directions of the Engineer. ❑ Have full authonty and responsibility, to promptly supply the Materials,Equipment,labor, and incidentals required for performance of the Work ❑ Coordinate and control all Work performed under the Contract, including without limitation the Work performed by Subcontractors, Suppliers, and Owner Operators. ❑ Diligently pursue progress of Work according to the schedule requirements of Section 00180. ❑ Cooperate in good faith with the Engineer,Inspectors, and the other contractors in performance of the Work. ❑ Provide all assistance reasonably required by the Engineer to obtain information regarding the nature, quantity, and quality of any part of the Work. ❑ Provide access, facilities and assistance to the Engineer in establishing such lines, grades and points as the Engineer requires. ❑ Carefully protect and preserve the Surveyor's marks and stakes. Any Superintendent or alternate Superintendent who repeatedly fails to follow die Engineer's written or oral orders, directions, instructions, or determinations, shall be subject to removal from the protect. If the Contractor fails or neglects to provide a Superintendent, or an alternate Superintendent, and no prior approval has been granted, the Engineer has the authority to suspend the Work according to 001800.70. Any continued Work by the Contractor, Subcontractors, Suppliers, or other providers may be subject to rejection and removal. The Contractor's repeated failure or neglect to provide the superintendence required by these provisions constitutes a material breach of the Contract, and the Engineer may impose any remedies available under the Contract, including by not limited to Contract termination. 53 00150.50 Cooperation with Utilities -Add the following: (f) Utility Information: The locations of facilities shown on the plans were derived from the best information available. It shall be the responsibility of the Contractor to verify the existence and exact locations of underground facilities prior to construction. Any existing facilities damaged by the Contractor's operations shall be restored or replaced to an equal or better condition (in the judgment of the engineer) at the expense of the Contractor. For utility locate markings, the Contractor shall notify Utility Notification Center at least 2 working days, but not more than 14 calendar days, prior to performing any excavation or any other work close to any underground pipeline, conduit, duct, wire or other structures. The Contractor shall be solely responsible for maintaining utility locate markings until project construction is complete. The Contractor shall also notify all utilities that may be affected by the construction operation at least 48 hours in advance that their services will be affected by the work and make reasonable accommodations (in the judgment of the engineer) for the operation of these utilities. The following information is included for the Contractor's convenience: Utility Notification Center 503-246-6699 or 800-332-2344 Utility Agency Contact Phone Water City of Tigard Aaron Beattie 503-718-2596 24-hour 503-639-1554 Sanitary Sever City of Tigard Rob Block 503-718-2607 Storm Sewer City of Tigard Rob Block 503-718-2607 Power PGE 24-hour 503-464-7777 Damage&Repair 503-736-5662 Tiffany Ritchey 503-764-6935 Carl Krutka 503-849-6746 Cable Comcast Ken Pams 503-372-1384 Margaret Porter 503-372-1383 Damage &Repair 503-617-1212 Telephone Frontier 24-hour 1-877-462-8188 Robert Plant 503-644-7153 54 Telecom Time Warner David :Miner 503-416-1522 Mark Gubrud 503-701-9167 Integra Telecom Robert Davidson 503-453-8247 Verizon Business Brad Landis 425-201-0901 Gas NW Natural Bob Keller 503-816-0299 Damage&Repair 503-226-4211 Some areas of excavation are close to existing gas lines. The contractor must notif, the appropriate representative of NW Natural at least 72 hours prior to any excavation that may affect NW Natural facilities and comply with all conditions stipulated by NW Natural. 00150.55 Cooperation with Other Contractors—The following contract work will be ongoing-within the Project site during the following times: Contract Name (Contractor's Estimated Time (From -To) Name) Main Street—Green Street Ongoing (Kodiak Pacific Construction) The project contractor is required to coordinate construction activities on Main Street with the Kodiak Pacific Construction Superintendent to avoid overlapping in the project work areas. The Main Street-Green Street Improvement project generally consists of the following. Roadway grading, drainage improvements, signing,roadway illumination, Signals and roadside development During sewer improvements,the Main Street-Green Street Contractor may be working on water and stormwater improvements within the Main Street right-of-way Main Street-Green Street contractor information will be provided to the selected bidder. 00150.91 Post-Construction Review—Replace this subsection,except for the subsection number and title,with die following: The Contractor shall attend a Post-Construcdon Review meeting to be held by the Agency prior to final acceptance of the project The time and place of the meeting will be announced by the Engineer at least 13 Days prior to the meeting date. The purpose of the meeting is to examine the Project for possible process improvements that may benefit future projects. The Contractor's attendance at the Post-Construction Review meeting is mandatory. 00165.10(a) Field-Tested Materials —Replace the sentence drat begins "The 1\9 T-I 'is available. ." with the following two sentences: 55 The'NIFTP is published once per year and is available from the ODOT Constriction Section;800 An-port Road SE;Salem, OR 97301-4798;phone 503-986-3000. The NfFTP is also available on the ODOT Construction Secuon web site. 00165.10(b) Nonfield-Tested Materials —Replace the sentence that begins " The NTNIAG is available..." with the following sentence: The NTINIAG is available on the ODOT Construction web site. Section 00170—Legal Relations and Responsibilities 00170.03— Furnishing Right of Way and Permits —Add the following: The Agency shall be responsible for obtaining the following permits: 1. City of Tigard Land Use Approvals. 2. Stormwater Connection Authorization from CWS 3. City issued Erosion Control Permit 4. Applicable Building Permits 5. Contract Fee payment to BOLI. 00170.80(a) - Responsibility for Damage in General—Add the following: The Contractor shall perform Work, and furnish \Materials and Equipment for incorporation into the Work, at the Contractor's own risk,until the entire Project has been completed and accepted by the City. The Contractor shall provide adequate protection for property, trees,landscaping, and other items adjacent to the work area. Existing trees, property, shrubs, plants, or other items that are not to be removed but are injured or damaged by reason of the Contractor's operations shall be replaced in kind at the Contractor's expense. Contractor shall repair all damages to Work performed, Matenals supplied, and Equipment incorporated into the Work,except as otherwise provided in this Section. Section 00180 -Prosecution and Progress 00180.41 Project Work Schedules —After the paragraph that begins "Contractor's activity..." add the following paragraphs: The contractor shall submit a supplemental"look ahead"Project Work schedule each week to the Engineer. The "look ahead"Project Work schedule is supplemental to the Type A,B, or C schedule specified below. The supplemental "look ahead" Project Work schedule shall: ❑ Identify the sequence of activities and time required for prosecution of the Work. ❑ Provide for orderly, timely, and efficient prosecution of the Work. ❑ Contain sufficient detail to enable both the Contractor and the Engineer to plan, coordinate, analyze, document, and control their respective Contract responsibilities. 56 The supplemental "look ahead" Project Work schedule shall be written in common terminology=and show the planned Work activities broken down into logical, separate activities by area, stage, and size and include the following information: ❑ The resources the Contractor, subcontractors, or services will use. ❑ The location of each activity that will be done including the limits of die work by Stations or other indicators. ❑ The time frames of each activity by Calendar Days, shifts, and hours. At a minimum, the Contractor shall prepare a bar chart that: ❑ Shows at least three weeks of activity including the week the bar chart is issued. L1 Uses a largest time scale unit of one Calendar Day. Smaller time scale units may be used if needed. ❑ Is appropriate to the activities. ❑ Identifies each Calendar Day-by month and day. Include the Contract name, Contract number, Contractor's name, and date of issue on each page of the bar chart. The contractor shall submit the supplemental"look ahead" Project Work schedule starting at First Notification and continuing each week until Second Notification has been issued and all punch list items and final clean up has been completed. The Contractor shall meet with the Engineer each week to review the supplemental"look ahead" Project Work schedule. If the Engineer or the Contractor determines that the current supplemental"look ahead" Project Work schedule requires changes or additions, either notations can be made on the current schedule or the Engineer may require the submittal of a revised supplemental"look ahead"Project Work schedule. Review of the current and subsequent supplemental "look ahead" Project Work schedules does not relieve the Contractor of responsibility for timely and efficient execution of the Contract. In addition to the "look ahead" Project Work schedule, a Type "B" schedule as detailed in the Standard Specifications is required on this Contract 00180.41(b-2) Detailed Schedule—Replace the paragraph that begins "In addition to the above requirements..." with the following two paragraphs: In addition to the above requirements, and within 30 Calendar Days after the Notice to Proceed, the Contractor shall provide the Engineer one digital copy and four paper copies of a detailed time-scaled bar chart Project Work schedule indicating the critical course of the Work. The digital copy*shall be compatible with MS Project 2003, or another scheduling program approved by the Engineer. Detailed work schedule activities shall include the following: Replace the paragraph that begins "Within 10 Calendar Days.. "w-ith the following paragraph: Within 10 Calendar Days after submission of the Project schedule the Engineer and the Contractor shall meet to review the Project schedule as submitted. Within 10 Days of die review meeting the Contractor 57 shall resubmit to the Engineer one digital and four paper copies of the Project schedule,including required revisions. 00180.50 Contract Time —Add the following: Work to be done under this project must be completed within 60 days of issuance of the notice to Proceed. Work to be done in Fanno Creek Park and on the property located at 12564 SW Main Street are be completed within 45 days of commencement of work. 00180.85 Failure to Complete on Time; Liquidated Damages — Add d-ie following sentence to the end of subsection (b): The liquidated damages for failure to complete the work on time as required by 00180.50 (h) is $500 per calendar day. Section 00210—Mobilization Comply with Section 00220 of the Standard Specifications. Section 00220 —Accommodations for Public Traffic 00220.02 Public Safety and Mobility Add the following bulleted items to the end of this subsection: ff Traffic signs shall be removed promptly when no longer in effect. ■ No material or equipment shall be stored where it could interfere with the free and safe passage of public traffic (including drivers, pedestrians, cyclists, and all others). ■ Convenient access to driveways,houses, and buildings shall be maintained or temporary approaches shall be provided and kept in good condition. Accesses to private properties must be kept open as much as possible (in the judgment of the engineer). ■ Trench excavation and backfill shall be conducted in a manner as to provide a reasonably smooth and even surface satisfactory (in the judgment of the engineer) for use by public traffic at all times. ■ Pedestrians and all others shall be protected from moving equipment, open trenches, falling objects, and all other hazards associated with construction. ■ The Contractor shall notify residents and businesses 72 hours in advance that their access to and from public streets will be affected by the work. The City will supply the notification forms to be distributed. ■ Streets shall not be closed during construction. Closure of any traffic lane requires advanced approval from the City. Traffic shall not be delayed more than 10 minutes while routing through the construction site. The total hour of 10-minute delays shall not exceed 2 hours in any workday. The City reserves the right to restrict work for specific holidays or events. 58 ■ Prior to implementing any lane closures, contractor must obtain city approval of a detailed traffic control plan and have all elements of that plan (signs, flaggers, etc.) in place before taking any actions that would affect traffic flow. ■ Do not place work zone signs or supports that will block existing walkways. ■ The engineer and/or inspector may order immediate stoppage of work and restoration of normal traffic patterns at any time if, in their judgment, such action is necessarg to reduce excessive delays and/or protect public safety. ■ The Contractor shall notify the applicable following agencies and organizations a least five (5) working days in advance that their services will be affected by the work, including lane/road closures or other restrictions which could cause delay to emergency, delivery or transit vehicles. The information below is provided for the contractor's convenience;it is the contractor's responsibility to make sure each entity is properly notified. o Emergency Services 911 o City of Tigard Police Department (Non-Emergency) 503-629-0111 o Tualatin Valley Fire & Rescue (Station 51) (John Wolfo 503-612-7000 o United States Post Office (Non-Emergency Services) 503-968-0753 or 503-968-2991 o United States Post Office (Emergency Services) 866-261-6412 o Tigard-Tualatin School District Qean Devenport) 503-431-4046 o First Student Qoanne Kirkbride) 503-431-2345 o Tri-Met—Road Operations 503-962-8117 o Pride Disposal (Lottie Schmidt) 503-625-6177 Ext 129 00220.03 Work Zone Notification -Add the following- Three ollowingThree days prior to the commencement of work the Contractor is to hand deliver notifications to each business within the limits of Maplewood Drive east to Burnham Street. The City will supply the notification forms to be distnbuted. Preparing, furnishing and delivering notices shall be considered incidental to nanous items of work and no additional compensation will be allowed. Confine construction vehicle equipment and employee parking onsite only. 00220.40(e) Lane Restrictions - Replace the paragraph that begins "Do not close any..."Nyzth die following paragraph: Do not close any traffic lanes and remove all barricades and objects from the roadway dunng the following periods: (1) Weekdays: El Between 6:00 a.m. and 9:00 a.m. and between 3:00 p.m. and 7:00 p.m. .Monday through Friday. (2) Saturday & Sunday—Between 7:00 a.m. and 9:00 a.m. and between 4:00 p.m. and 7:00 p.m. (4) Special Events—Add the following to the end of this subsection: 59 The follo xi ng special events will occur during this Project ❑ Third Friday of each month—Between 4.00 p.m and 9.00 p m Prior to implementing any lane closures, contractor must obtain city approval of a detailed traffic control plan and have all elements of that plan (signs, flaggers, etc) in place before taking any actions that would affect traffic flow Section 00225—Work Zone Traffic Control Comply with Section 00225 of the Standard Specifications modified as follows: 00225.05 Contractor Traffic Control Plan—Replace this subsection, except the subsection number and title,with the following- Submit for approval, the Contractor TCP in writing five days before the pre-construction conference. Proposed TCP showing all TCM and quantities of all TCD C Proposed order and duration of the TChf El Two copies of a sketch map of the Project showing all existing tourist-oriented directional (TOD) and business logo signs and a written narrative describing how these signs will be kept in service and protected throughout all the construction stages If there are no TOD or business logo signs on the project, a written notification that no TOD or business logo signs exist within the project limits 00225.11 Temporary Signing—Replace the sentence that begins "Furnish new or acceptable temporary signs . "with the following sentence Furnish temporary signs meeting the requirements of the "Acceptable" category shown in the American Traffic Safety Services Association (ATSSA) "Quality standards For Work Zone Traffic Control Devices" handbook and the following. 00225.11(b-5) Square Tube Sign Supports -Replace this subsection with the following subsection- 00225.11(b-5) Perforated Steel Square Tube Sign Supports -Use perforated steel square tube sign supports from the QPL. 00225.13(d) Plastic Drums —Replace the sentence that begins "Provide drums .with "with the following sentence Use retroreflective drum sheeting meeting die requirements of ASTM D 4956 Type III or Type 1V. 0025.90 Payment—Work covered under this Section will be paid for on a Lump Sum basis Method "B" Lump Sum Basis —Work zone traffic control will be paid for at the Contract lump sum amount for the item "Temporan,Work Zone Traffic Control, Complete 60 Payment will be payment in full for furnishing,installing, moving, operating, maintaining inspecting, and removing materials and TCD, and for furrushing all equipment, labor, and incidentals necessary to complete the work as specified. Items covered under Work zone traffic control may include, but may not be limited to- ❑ Temporary Signs ❑ Temporary Barricades,Type III ❑ Surface Mounted Tubular Markers ❑ Temporary Plastic Drums ❑ Flaggers (Anticipated Flagger hours required)-200 hours Section 00280—Erosion and Sediment Control Comply with this Section 00280 of the Standard Specifications modified as follows 00280.00 Scope: Add the following to the end of the first paragraph. The Contractor shall provide and maintain erosion and sedimentation control measures in accordance with the requirements and guidelines of the Clean Water Services (CWS) and as shown on the plans. The Contractor shall inspect the control measures daily and upgrade them as needed or as directed. The Contractor shall maintain such control measures until permanent cover is established and shall remove them when they are no longer required Any upgrades to control measures shall be considered incidental to the pay item for Erosion and Sedimentation Control Sediment and Erosion Control Items include,but may not be limited to the following C Sediment control fencing and gravel construction entrance. ❑ Biobag inlet protection, or silt sack inserts CC Strain check dams and straw wattles Section 00290—Environmental Protection Comply with Section 00290 of the Standard Specifications modified as follows 00290.30(a) Pollution Control Measures -Add the following subsections and bullets- (7) Water Quality: ❑ Do not discharge contaminated or sediment-laden water,including drilling fluids and waste, or water contained within a work area isolation, directly into any water of the State or U S until it has been satisfactorily treated (for example bioswale, filter, settlement pond, pumping to vegetated upland location,bio-bags, dirt-bags) Treatment shall meet the turbidity requirements below ❑ Do not cause turbidity in waters of the State or US.greater than 10% above background reading (up to 100 feet upstream of the Project), as measured 100 feet downstream of the Project 61 ❑ Durnag construction, monitor in-stream turbidity and inspect all erosion controls daily during the rainy season and weekly during the dry season, or more often as necessary, to ensure the erosion controls are working adequately meeting treatment requirements ❑ If construction discharge water is released using an outfall or diffuser port, do not exceed velocities more than 4 feet per second, and do not exceed an aperture size of 1 inch ❑ If monitoring or inspection shows that the erosion and sediment controls arc ineffective, mobilize work crews imimechately to make repairs,install replacements, or install additional controls as necessary ❑ Underwater blasting is not allowed ❑ Implement containment measures adequate to prevent pollutants or construction and demolition materials, such as waste spoils, fuel or petroleum products, concrete cured less than 24 hours, concrete cure water, silt,melding slag and grindings, concrete saws cutting by-products and sandblasting abrasives, from entering water of the state or U.S. ❑ End-dumping or nprap within the waters of the state or U.S is not allowed Place nprap from above the bank line ❑ Cease project operations under high flour conditions that may result in inundation of the project area, except for efforts to avoid or minimize resource damage. ❑ The Project.Manager retains the authority to temporarily halt or modify the Project in case of excessive turbidity or damage to natural resources 00290.32 Noise Control-Add the following to the end of flus subsection The Contractor's attention is directed to City of Tigard Municipal Code No 6.02.430 and 6 02.440 which describes noise control regulations Comply with the applicable noise control requirements of the ordinance for project work. Notify the Engineer at least 14 business days in advance of any anticipated night work occurring between 10.00 p m. and 5 00 a m. the following day Copies of the ordinance, noise control code, and the variance for nighttime construction work arc available at the office of the Project Manager In addition to any local requirements• ❑ Between 10.00 p m and 7 00 a m. use a "guide person" or "spotter" when backing equipment: Standard backup alarms are not permitted between 10.00 p m and 7:00 a.m. Construction noise complaints from the public will be investigated according to this section. Section 00310 - Removal of Structures and Obstructions Complv with Section 00310 of the Standard Specifications modified as follows Measurement 00310.80 Measurement-The quantities of removal of structures and obstruction work performed under this Section will be measured according to the following ❑ Separate Item Basis —Under this method, the quantities of work performed a separate item basis will be measured as follows- 0 Length and Area—The length or area of the structure or item actually removed,will be measured along the lune and grade of the structure or item for each continuous structure or item removed 62 Measurement will be by the foot and be limited to the neat lines shown or directed Area will be calculated by square foot Payment 00310.90 Payment-The accepted quantities or work done under this Section\xall be paid for at the separate item basis as applicable When the Contract Schedule of Items does not indicate payment for work performed under this Section, no separate or additional payment will be made Payment will be included in payment made for the appropriate items under which this work is required 00310.92 Separate Item Basis —The accepted quantities of removal work done on a separate item basis ,vill be paid for at the Contract unit price, per unit of measurement, for the following items Replace the Pay Item Labeling with the following. Pay Item Unit of Measurement (a) Removal of Curbs . Foot (b) Removal of Walks and Driveways Square Foot (c) Removal of Surfaciings Square Foot (d) Removal of fencing. Foot (e) Filling abandoned structures . Foot Item (c) includes the removal of all surface ngs, except for walks and driveways, as defined in 00110 20 under "Exi.stiing Surfacing" Section 00320—Clearing and Grubbing Comply with Section 00320 of the Standard Specifications Subsections have been included for reference. 00320.00 Scope —This work consists of removing and disposing of vegetation and buried matter within a specified area oras directed The work also includes preserving vegetation and objects designated to remain in place and cleanup of the work area. 00320.01 Areas of Work—The areas to be cleared and grubbed are shown on the plans. 00320.02 Definitions: (a) Clearing—Clearing consists of ❑ Preserving trees and other vegetation designated to remain in place ❑ Salvaging marketable timber,when required by the Special Provisions Cutting and removing vegetation, such as weeds,grasses, crops, brush, and trees El Removing down timber and other vegetative debris (b) Grubbing—consists of removing• ❑ Brush stems remaining above the ground surface after the clearing work ❑ Tree stumps. 63 ❑ Roots and other vegetation found below ground surface ❑ Partially*burred natural objects 00320.40 Clearing Operations: (a) Clearing Trees and Other Vegetation —Remove and dispose of noxious weeds according to Section 01030 prior to beginning clearing of trees and odler vegetation. Cut trees and brush so they fall into the areas specified to be cleared. Cut off tree stumps,not required to be grubbed under 00310 41 as follows- El Flush with the ground surface if within the clear zone ❑ No higher than 4 inches above the ground surface if between the clear zone and the clearing lune Remove all evidence of cleating matter and debris This work includes removal of ❑ Sod,weeds and dead vegetation ❑ Down timber, brush and other vegetation ❑ Sticks and branches with diameters greater than '/z each. ❑ Dead trees,down timber, stumps, and specified trimmings from areas where live trees and other vegetation are designated to remain. (b) Preserving and Trimming Vegetation. (1) Within the Work Areas—Avoid injuring vegetation designated to remain in place (2) Outside of the Work Areas—Avoid injuring any vegetation Confine operations which may injure vegetation to areas that have no vegetation or to the work areas Remove hazardous, dead and damaged trees outside the clearing hmit as directed. (3) Tree Trimming—Trim trees according to good tree surgery-practices and as directed to remove safety hazards such as• ❑ Unsound branches of trees to remain in place. ❑ Branches over roadways and bridges to provide at least 20 feet of clearance above the roadwav surface Preserving vegetation includes keeping equipment and materials off of the critical root zone as directed. 00320.41 Grubbing Operations—Within excavation hnuts,remove tree stumps, roots,and other vegetation to a depth of at least 6 inches below excavation subgrade or sloped surfaces Within embankment limits, remove tree stumps, roots, and other vegetation 00320.42 Ownership and Disposal of Matter—All matter and debris accumulated from clearing and grubbing operations become the Contractor's property*at the place of origin Dispose of this matter and debris according to 00290.20 (c) 64 00320.43 Backfilling Holes —Except in areas to be excavated, backfill holes remaining after grubbing operations wrath clean fill (see 00290 20(c-2)) according to 00330 45 00320.80 Measurement—The quantities of clearing and grubbing work performed under this Section will be measured according to the following: i Area Basis—Under this method, measurement will be the ground surface, limited to the areas shown or directed 11 Tree Removal—There are 12 trees identified on the Construction Plans for removal 00320.90 Payment—The accepted quantities of clearing,grubbing, disposal, and cleanup work will be paid for at the Contract lump sum price for the item "Clearing and Grubbtng" Payment will be made in full for furnishing all equipment,labor,and incidentals necessary to complete the work specified. Section 00330—Earthwork Comply with Section 00330 of the Standard Specifications modified as follows- 00' ollows• 0030 03 Basis of Performance—Add the following paragraph to the end of this subsection Perform all earthwork under this Section on the excavation basis 00330.20 Tamping Foot Rollers —In the paragraph,replace "115 tons"with "15 tons" 00330.41(a-5) Waste Materials —Replace dus subsection, except for the subsection number and title,with the following Unless otherwise specifically allowed and subject to the requirements of 00280 03, dispose of materials, classed as waste materials in 00330.41(a-4), outside and beyond the hmits of the Project and Agency controlled property according to 00290 20 Do not dispose of materials on wetlands,either public or private, or within 300 feet of rivers or streams. 00330.41(a-9) Excavation Below Grade —Delete the bullet that begins "Unstable Subgrade " 00330.71 Daily Progress Reports —Delete this subsection 00330.80 Measurement — Replace the bullet that begins "Volume basis, computed bir . ", with the following bullet C Volume basis, based on the Agency's digital terrain model (DT-\I) calculated by End Area Volume, or by other methods of equivalent accuracy 00330.91(d) General Excavation—Delete the bullet that begins"Includes unsuitable material " Section 00331—Subgrade Stabilization— Comply with Section 00331 of the Standard Specifications Subsections are included for reference. 65 00331.00 Scope—This work consists of excavating and disposing of unstable materials in excavation areas only and placing subgrade geotextiles, stone embankment,and aggregate base backfill to the lines and grades as shown or directed 00331.10 Materials—Furnish materials meeting the following requirements Aggregate Base 02630 Aggregate Subbase ..00641 10(b) Stone Embankment 0033016 Subgrade Geotextile,Certification Level B. 02320 Water .00340 00331.16 Acceptance of Backfill—The backfill material will be accepted based on visual inspection The Engineer may perform tests if deemed necessary. 00331.20 General—Provide all equipment necessary to perform the work according to Section 00330,00340, 00350, and 00641 00331.40 Excavation—Excavate unstable material to the lines and grades as shown or directed. Dispose of the excavated material according to 00330 41(a-5). 00331.41 Geotextile—Place geotextile as shown. 00331.42 Backfill—Place the backfill material to lines and grades as shown or directed,to provide a homogeneous mixture Compact the backfill until there is no reaction or yielding under the compactor 00331.80 Measurement—The quantities of subgrade stabilization will be measured on the area basis of subgrade surface area stabilized to the full depth as shown The surface areas will be determined by horizontal measurements. In areas where directed to stabilize to a depth other than shown,the areas will be adjusted by converting to an equivalent number of square yards on a proportionate volume basis 00331.90 Payment—The accepted quantities of subgrade stabilization will be paid for at the Contract unit price,per square yard, for the item"12 irich Subgrade Stabilization". Payment will be payment in full for fi=shing and placing all materials,and for furnishing all equipment,labor, and rncidentils necessary to complete the work as specified No separate or additional payment will be made for excavation,geotextile, stone embankment or aggregate backfill material,or water Section 00390—Riprap Protection Comply with Section 00390 of the Standard Specifications 66 Section 00405—Trench Excavation, Bedding and Backfill Comply with Section 00405 of the Standard Specifications and modified as follows 00405.00 Scope —This work consist of excavating trenches, constructing trench foundations, and placing bedding,pipe zone material and backfill 00405.01 General—Excavate, backfill and dispose of excess excavated materials in connection with minor structures and conduits such as subsurface drawn, culvert, siphon,irrigation and sewer pipe of nominal inside diameters no exceeding 72 inches Perform excavation for major structures and conduits with a nominal inside diameter or width greater than 72 inches according to Section 00510 00 Trench excavation does not include earthwork covered under any other section, or any earthwork that may be specifically included and provided for other pay items of the Contract Dispose of excess excavated materials and perform other matters not covered in this Section according to Section 00330. 00405 02 Definitions. Boulder Excavation—The removal,without drilling, blasting or splitting, of masses of rock having one or more dimensions of 3 feet or greater Common Excavation—The removal of all material not classified as rock excavation Flexible Pipe—For the purpose of these Specifications, potable water pipes and pipes constructed of corrugated metal, PITC, and polyethylene are considered flexible pipes Pipe Bedding—Furrushing, placing and compacting specified materials on the trench foundation as as to uruformly support the barrel of the pipe. Pipe Zone—The area from the top of the being to a point 8 inches, minimum, above the top outside of the pipe barrel for the full width of the trench. Rigid Pipe—For the purpose of these Specifications, pipe constructed of concrete and ductile iron are considered rigid pipes Rock Excavation—Excavation of solid ledge rock that,in the opinion of the Engineer, requires for its removal drilling and blasting,wedging, sledging, barring or breaking up with power-operated tools The term "Rock Excavation" indicates a method of removal and not a geological formation. Surface Removal—The removal of surface material such as topsoil, sod, pavement, sidewalks, or gravel that requires different equipment or methods than those used for trench excavation. Trench Backfill—Furnishing,placing, and compacting material other than Controlled Low-Strength Niaterial (CLSND in the trench, between the top of the pipe zone material and the bottom of the pavement base rock,ground surface or surface material. Trench Excavation—The removal of all material encountered in the trench to the depths as shown or as directed_ Trench excavation is classified as either common or rock excavation. 67 Trench Foundation—The bottom of the trench on which the pipe bedding is to he and which provides support for the pipe 00405.03 Lines, Grades, and Cross Sections — Excavate trenches to die lines, depths,grades and cross sections shown on the plans or as established. Variations will be allowed only when necessary to ensure firm foundations and when such vanations will not be detrimental to the work. 00405.10 General—Materials may be native or imported, as specified 00405.11 Trench Foundations —Where additional excavation is required due to groundwater or other unstable conditions so that the native material cannot support the pipe, furnish one of the following materials for trench foundation- 0 Selected general backfill conforming to 00330 13. ❑ Selected granular backfill conforming to 00330 14. ❑ Selected stone backfill conforming to 00330.15 ❑ Other approved material. 00405.13 Pipe Zone Material—for flexible pipes, backfill the pipe zone ,rith bedding material as described in 00405 12 00405.14 Trench Backfill—Furnish the following (a) Class A Backfill—Use native or common material that, in the opinion of the Engineer, meets the characteristics required for the specific surface loading or other cntena of the backfill zone. (b) Class B Backfill-Use granular material consisting of gravel or crushed rock meeting die requirements of Secuon 00641 Designated size shallbe 1" -0 or 3/4" —0 (c) Class C Backfill—Use clean sand with no particle size larger than 'A inch (d) Class D Backfill—Use pit run or bar run material,well graded from coarse to fine The maximum dimension shall be 3 inches. (e) Class E Backfill—Use Controlled Low-Strength (CLSb1) conforming to Section 00442 00405.15 Quality Control—Provide quality control according to Section 00165 405.40 General—Perform all excavation and backfilling according to the following requirements- (a) Limitation of Commencement—Do not commence excavation until the undisturbed or existing ground has been measured and the measurements have been approved by the Engineer (b) Natural Stream Protection— Hold to minimum excavations in, or adjacent to, natural stream beds Comply with 00290 30(a) Restore the streambed according to 00405 46(f) (c) Partial Embankment Construction for Exposed Pipe —Construct partial embankment according to 00330.42(c-6) and the plans, before excavating trenches (d) Temporary Handling of Water—Provide temporary measures accordirig to 00405 43 405.41 Trench Excavation - Excavate trenches according to the following- 68 (a) Within Paved areas to be Preserved—Excavate trenches for pipe installation by the open excavation method, unless otherwise directed Do not disturb the adjoining pavement more than necessary. (b) Open Trench Limit—Limit the length of open trench to 100 feet, or as allowed Related resurfacing shall be completed within 800 feet of the open trench limit Add the following: No trenches shall be left open overnight without protective measures All trenches shall be backfilled or covered with steel plates at the end of each working day. (c) Trench Width—Keep the trench width at the ground surface to the minimum necessary to install the pipe in a safe manner,but not less than 30 inches In all cases, make trenches of sufficient width to allow for shoring and to permit proper)outing of the pipe and backfilling of material along the sides of the pipe Refer to the Standard Drawings for minimum trench widths for various diameter pipes. 'Make excavations for manholes and other structures wide enough to provide a minimum of 12 inches between the structure surface and the sides of the excavation Keep the top of the trench within right-of-way or permit limits (d) Trench Grade —Excavate trenches to the lines and grades shown or established,with proper allowance for pipe thickness, pipe bedding and foundation stabilization Place pipe bedding on a firm,undisturbed, foundation, true to grade If the trench is excavated below grade without authorization, restore to grade with material of the type specified for pipe bedding at no additional cost to the Agency-. Place the material over the full width of the trench,in compacted layers not exceeding 6 inches. (e) Disposal of Excess Material—Place excavated material at locations and in such a manner that it does not create a hazard to pedestrian or vehicular traffit, or interfere with the function of existing drainage facilities. :Make arrangements for and dispose of all excess material not required elsewhere on the Project in an approved manner, at no additional cost to the Agencv, and according to 00330 41(a-4) (f) Trench Protection—Provide the materials,labor and equipment necessary to protect trenches at all tunes. Provide safe working conditions in the trench and protect the work, existing property, utilities,pavement, and the public. The method of protection shall be according to the Contractor's design. The Contractor mar elect to use any combination of shoring, overbreak, tunneling, boring, sliding trench shields or other methods of accomplishing the work, provided the method meets with the approval of the engineer and complies with all applicable local, state, and federal safety codes. Be responsible for damages resulting from improper removal of shoring or from failure to shore (g) Existing Abandoned Facilities—Remove and dispose of existing abandoned pipe, structures and other facilities as necessary to construct the trench according to 00310 41c 69 00405.42 Rock Excavation—Where rock excavation as defined in this Section is required,remove the rock to provide the minimum clearances shown on the Standard Dra-wings Excavate and remove the overburden and expose the rock to allow the Engineer to measure the rock prior to removal. 00405.43 Dewatering—Promptly remove and dispose of all water entering the trench during the time the trench is being prepared for the pipe laying during the laying of the pipe and until the backfill at the pipe zone has been completed. Dispose of the water in an approved manner without damage to adjacent property Control groundwater to prevent softening of the bottom of excavations or formation of"quick" conditions or"boils". Design and operated dewatenng systems to prevent removal of the natural soils and so that the groundwater level outside the excavation is not reduced to the extent that would damage or endanger adjacent structures or property When dewatering near a river, lake, or stream, conform to the requirements of 00290.30(a) and Section 00280 When the presence of water or other conditions in the excavated area would be detrimental to the purpose of the work, obtain approval of the Engineer for the temporary measures required to correct or care for the condition. If water or other conditions encountered require permanent correction or care not anticipated by the Contract and not due to the Contractor's neglect or method of operation, perform the work according to the 00140.60 00405.44 Trench Foundation—Make the full length and width of completed trench bottom firm Do not place bedding material before the trench foundations is inspected and approved If bell and spigot pipe is used, recess the trench bottom to accommodate the bell When, in the judgment of the Engineer, the existing material in the bottom of the trench is unsuitable for supporting the pipe, excavate below grade,as directed Replace the excavated material with i rnported trench foundation material conforming to 00405 11 Place the trench foundation material in 6 inch layers and compact according to 00330.43 except compact selected stone backfill material in 12 inch layers Bring the trench foundation material to the elevation established 00405.45 Pipe Bedding—Spread the bedding smoothly to the proper grade so that the pipe is uniformly supported along the barrel Excavate bell holes at each joint to permit proper assembly and inspection of the joint Bedding under the pipe shall provide a firm, unyielding support along the entire pipe length (a) General—Begin backfilling when ❑ The foundation has been prepared,if required ❑ The bedding has been prepared D The drainage facilities and fittings are installed ❑ The installation has been inspected and approved. Thoroughly tamp and compact all trench backfill with machine or pneumatic operated tampers of a size and type that will obtain the required density Test for density according to 00330 43 70 Backfill either to the top of the trench, the surrounding ground level, or the upper limit of excavation as directed Dispose of excess excavated material not used in backfill work according to Section 00330 (b) Pipe Zone— Place the materials in the pipe zone in layers not greater than 6 inches thick and in a manner that equalizes pressure on the structure and minimizes stress. Before placing backfill material, condition, aerate, or wet the material so that the moisture content of each layer is within minus 4% to plus 2% of optimum moisture content. As required under the haunches of pipe and in areas not accessible to mechanical tampers or to testing, compact with hand methods to ensure intimate contact between the backfill material and the pipe or structure. Provide through compaction. Ponding or letting will not be allowed within the pipe zone (c) Trench backfill—The following requirements apply in the trench backfill area and in the pipe zone, except where in conflict the requirements of 00405.46(b) (1) General—Use Class B trench backfill unless otherwise specified or approved The Engineer may sample excavated material to determine the suitability of the Class A material for use as backfill If the material is approved, the Contractor may elect to use the material in place of the specified backfill Prevent excavated material from becoming saturated beyond the critical moisture limits, and replace any saturated Class A material with Class B, C, or D material, as specified, at no additional cost to the Agency (2) Class A, B, C, or D Backfill—Backfill the trench above the pipe zone in successive lifts Do not allow the backfill to free-fall into the trench until at least 3 feet of cover is provide over the top of the pipe Modify the method of compaction as necessary to protect the pipe Compact the top 3 feet of trench backfill material within the roadway and shoulders, and widun a 2V 1H slope line projected from each subgrade shoulder, to not less than 95% of maximum density Compact all other trench backfill material to no less than 90% of maximum density Determine the maximum density by AASHTO T 99 If the specified compaction is not obtained, the Contractor may be required to use a modified compaction procedure or reduce the thickness of lifts If approved materials meeting the Specifications cannot be compacted to the required density regardless of compactive effort or method, the Engineer may reduce the required density or direct that alternate materials be used Do not proceed with excavation and pipe laying operations until the backfill can be compacted to the satisfaction of the Engineer If the material is not density testable, the Engineer will observe each layer for deflection or reaction under the compaction equipment to verify that no soft or pumping areas remain Compact until there is no perceptible deflection under the compaction equipment When backfilling is complete, finish the surface area as specified In paved or graveled areas, maintain the surface of the trench backfill level with the existing grade with 3/4" —0 crushed aggregate material, or ashphalt concrete if directed, until final pavement replacement is complete and accepted 71 (3) Class E Backfill—Backfill the trench above the pipe zone with CLSM material If the CLSNf i5 to be used as a temporary surfacing, backfill the CLSAI to the top of the trench and strike it off to provide a smooth surface If the CLSM is not to be used as a temporary surfacing, backfill the CLSM up to the bottom of proposed resurfacing No compaction of CLS\I is allowed 'Use steel plates to protect the CLSM from traffic a minimum of 24 hours. After 24 hours, the CLsM may be paved, or opended to traffic until permanent surface restoration is completed, if it has hardened sufficiently to prevent rutting (d) Ponding or Jetting of Backfill Materials —Ponding or jetting will not be allowed within the roadbed lateral limits Ponding or jetting will be allowed outside roadbeds when approved by the Engineer in writing Use Class C or D trench backfill material at no additional cost to the Agency Provide drainage at the bottom of the trench to remove water from the letting operation Compact to the density and deflection requirements of 00405 46(c) Furnish equipment that provides a minimum gauge pressure of 35 psi at the discharge nozzle. Use a rigid pipe that will reach within 1 foot of the bottom of the backfill. Insert the pipe at intervals not exceeding 4 feet throughout the entire width and length of the trench backfill (e) Temporary Trench Plating—When temporary steel plates are installed over a street cut, thev shall be capable of carrying at least an HS-20 loading. Place steel plates with a minimum of 12 inches bearing on all sides of a cut Anchor steel plates to minimize shifting Shun the edges of all steel plates with cold mix asphalt (f) Restoration of Streambeds —Comply with 00290 30(a) and Section 00280 Under completion of the work: Restore the streambed to its former condition of resistance to scour F1 Remove all matter that has come into the stream due to the Contractor's activities 00405.48 Surface Removal: (a) General—For trench resurfacing, see Section 00495. (b) Topsoil—Where trenches cross lawns,garden areas, pastures, cultivated fields or other areas on which topsoil exists, remove the topsoil to a minimum 12 inch depth and place the material in a stockpile Do not mix the topsoil with other excavated material. After the trench has been backfilled,replace the topsoil In lieu of stockpiling the topsoil, approved imported topsoil may be substituted, to a depth specified or approved, at no additional cost to the Agency Maintain the finished grade of the topsoil level with the area adjacent to the trench until final acceptance by the Engineer, and repair damage to adjacent topsoil caused by the Contractor's operations Remove all rock,gravel, clay-and other foreign materials from the surface Regrade and add topsoil as required 72 (c) Pavement, Curb, and Sidewalk—Use saws to cut Portland cement concrete pavement, curbs and sidewalks, regardless of thickness In bituminous pavement,when no pavement overlays will occur, saw-cut the pavement along each edge of the area to be removed. Upon completion of backfill and just prior to pavement re-surfacing, cut the transition between the different xvidths at 45 degrees. When the pipe line changes direction, or there is a connecting pipe line that requires the saw cut alignment to change at an angle greater than 60 degrees, make a minimum 24 inch transition saw cut. If there is damaged or undermined surfacing at die transition point, make the transition saw cut beyond the damaged or undermined surfacing Make the transition saw cut angle half the angle change in the direction of the pipe line or connecting line If the asphalt surfacing is to be overlaid, the second saw cut will only be required to firm subgrade A second saw cut for concrete sidewalks, driveways and pavements will not be required unless needed to reach firm subgrade Remove and dispose of pavement lying within the limits of the cuts and from any adjoining areas damaged by the cutting and removal operations according to Section 00310. Measurement 00405.80 Measurement—Except for rock excavation, boulder excavation, and trench foundation, no measurement of quantities will be made for work performed under this Section Imported topsoil will be measured according to 01010 80 00405.81 Rock Excavation and Boulder Excavation—The quantities of rock excavation and boulder excavation will be measured as follows (a) Rock Excavation—Rock excavation will be measured on a volume basis Measurement will be of the actual dimensions of rock removed within the following hinuts: =1 Length—Length will be the horizontal distance measured along the centerline of the trench excluding manholes,inlets, and other structures Width—Width.will be the width of the rock removed but will not be greater than the outside diameter of the pipe bell plus 12 inches Ej Depth—Depth will be measured at 30 foot intervals, or as specified, along the centerline of the trench The depth will not be greater than 6 inches below the outside bell of the pipe Rock excavation for manholes, inlets and other structures will be computed from the rock excavated to a depth 6 orches below the bottom of the structure and an area within a line parallel with, and 12 inches outside of, the actual dimensions of the manhole,inlet or structure No separate measurement will be made for the following El Soft or disintegrated rock. 0 Hardpan or cemented gravel that can be removed with a hand pick or power-operated excavator or shovel i Loose, shaken, or previously blasted rock or broken stone in rock fillings or elsewhere Rock outside of the minimum limits of measurement allowed,which may fall into the excavation 73 (b) Boulder Excavation—Boulder excavation will be measured on the volume basis. Measuiement will be made in the field by the Engineer after removal of each boulder form the excavation but prior to removal from the site Each boulder removed will be measured for length,width, and height. The volume of each boulder will be determined as the product of 85% of each of the three measured dimensions 00405.82 Trench Foundation—The quantities of unsuitable trench foundation will be measured on a length basis ❑ Length Basis —Length will be the horizontal distance measured along the centerline of the trench l%leasurement will be continuous through manhole or structure locations. Payment 00405.90 Payment—The accepted quantities of rock excavation, boulder excavation, and trench foundation will be paid for at the Contract unit price, per unit of measurement, for the following items: Pay Item Unit of Measurement (a) Rock Excavation Cubic Yard (b) Boulder Excavation Cubic Yard (c) Trench Foundation Foot Item c includes removal of unsuitable material and replacement as necessary to provide stable foundation for the pipe Payment will be made in full for furnishing and placing all materials, and for furntshing all equipment, labor, and incidentals necessary to complete the work as specified Imported topsoil will be paid for according to 01040 90. No separate or additional payment will be made for ❑ Trench excavation ❑ Trench backfill ❑ Saw cutting ❑ Trench protection Pipe bedding E Pipe zone material E dewatering Section 00445—Sanitary, Storm, Culvert, Siphon, and Irrigation Pipe Comply with Section 00445 of the Standard Specifications. Subsections are included for clarification or as modified. 00445.40 General—Construct sanitary sewer according to the following- 74 ollowing74 (a) Trench Work — Excavate trench, prepare bedding, pipe zone material and trench backfill, and dispose of excavated material according to Section 00405 for pipes 72 inches and less in diameter and Section 00510 for pipes over 72 inches in diameter (b) Line and Grade— Centerline and grade control will be established prior to the start of construction This will be done by the contractor Do not vary from established line and grade by more than 1/32 inch per inch of pipe diameter Variance shall not exceed '/2 inch, subject to the following lunntation ❑ The variation does not result in a level or reverse sloping invert. ❑ The variation in. the invert elevations between adjoining ends of pipe, due to non-concentricity of joining surface and pipe interior surfaces, does not exceed 1/64 inch per inch of pipe diameter, or '/2 inch maximum (c) Pipe Distribution and Handling—Unload pipe only by approved means. Inspect pipe and fittings prior to lowering into the trench to ensure no cracked, broken or otherwise defective materials are used. Clean the ends of the pipe thoroughly, remove foreign matter and dirt from the inside of the pipe, and keep the pipe clean during laying and joining (d) Laying Pipe on Curves — Lair pipe on horizontal or vertical curves as shown or approved. When deflecting the pipe from a straight line, either in the vertical or horizontal plane, or when long radius curves are shown, the amount of deflection allowed shall not exceed that recommended by the pipe manufacturer (e) Concrete Closure Collars — Use concrete closure collars only when approved, and only to make connections between dissimilar pipe or where standard rubber gasketed joints or transition couplings are not available Place the collars using an approved commercial concrete bonding agent applied to all surfaces in contact with the collar Where concrete closure collars are necessary to join PVC pipe, first prepare the PVC surface for bonding to the concrete by appl«ng a dense coating of clean mortar sand to the pipe using PVC solvent cement After the cement has cured, apply an approved commercial concrete bonding agent to die sand surface prior to placement of the concrete_ (f) Installation of Sanitary sewer Service Tees and Wyes — Provide a compacted base of pipe bedding material under all tees,wyes,and branch fittings, extending to the springlnne of the fittings Cap all service lines for sanitary sewers with watertight plugs or caps suitable for resisting the pressure of hydrostatic or air testing The maximum lune or grade change accomplished with any one fitting shall not exceed 45 degrees 00445.42 Laying Pipe — Begun pipe laying at the downstream end of the pipe line with the lower segment of the pipe in contact with the shaped bedding throughout its full lengd-i and as follows ❑ Flexible Pipe — Place with longitudinal laps or seams at the sides. At circumferential lap joints, place pipe so that the dov=nstream piece is outside ❑ Rigid Pipe—Place with bell or groove ends facing upstream 00445.43 Placing and Joining Pipe: 75 (a) General — Lav pipe proceeding upgrade with spigot ends in the direction of the flow Assemble Joints according the recommendations of the manufacturer for the type of joint used The trench bottom shall form a continuous and uniform bearing and support for the pipe at every point between joints. Prevent excavated or other foreign material from getting uito the pipe. Plug or close off pipes that are stubbed off for future connection When cutting or machining of the pipe is necessary, use only the tools and methods recommended by the pipe manufacturer. All field joints shall• J Provide equal or greater strength than the adjoining pipe. L Fit close and tight Secure and hold adjoining sections to each other Fasten securely to adjoining structures and special sections (b) Concrete Pipe —Lay elliptical reinforced pipe so that the top or bottom marks aie not more than 5 degrees from vertical Provide all ngid non-reinforced pipe entering or leaving manholes with flexible joints within 18 inches of the manhole structure and placed on firnnly compacted bedding (c) PVC Pipe—Install PVC pipe and fittings according to the manufacturer's recommendations. Cut the pipe in a neat manner, at right angles to the axis of the pipe, and dress the cut end 00445.45 Baclfilling: Replace this subsection with the following: Backfill shall not be placed in the trench in such a way as to permit free-fall of material until a minimum of two feet of cover is prodded over the top of the pipe Under no circumstances shall the Contractor allow sharp, heavy materials to drop directly onto the pipe or pipe zone material around the pipe Under no circumstances shall the Contractor allow sharp, heavy materials to drop directly onto the pipe or pipe zone material around the pipe If the required compaction density has not been obtained, the Contractor shall remove the backfill from the trench and recompact This process shall be repeated until the Contractor has estabhshed a procedure that will provide the required field density The Contractor will be permitted to proceed with backfilling and compact the remainder of the pipeline under the approved procedure With approval of the Distract or City, the Contractor may substitute water settling as an alternate compaction method Water settling shall be done only with approved letting equipment and methods. Water settlement shall not relieve the Contractor of the responsibility for compaction of trench backfill as specified in thus Chapter for standard compaction methods The location and extent of trench water settling will be determined by the Engineer. The Contractor shall backfill the trench as specified to a point level with or slightly above the required grade to allow for settlement After the structures are completed and all subsurface utilities have been restored to their original condition, the Contractor shall place water in the trench section in such quantities and in such a manner that all portions of the backfill for the entire trench depth become saturated The Contractor shall determine the procedures and provide the quantity of water required in every case to effect complete water settlement of the backfilled materials Under no circumstances will the letting pipe be inserted closer than two feet above the top of the pipeline Any 76 subsequent settlement of the trench during the warranty period shall be considered to be the result of unproper water settlement or compaction and shall be promptly corrected The granular backfill within four feet of finished grade shall be compacted to not less than 95 percent relative compaction as determined by\Method A of AASHTO T99. Backfill more than four feet from finish grade shall be compacted to not less than 90 percent relative compaction. Tests to determine compliance with the compaction requirements shall be provided as required by the District or City 00445.47 Contact Surfaces, Aluminum to Concrete — Where uncoated aluminum pipe or aluminum coated steel pipe will be touching Portland cement concrete, give the contact surfaces of the pipe a coating of asphalt mastic applied at a rate which will give a minimum dry film thickness of 50 mils Do not place concrete on contact surfaces until the mastic coating has dried to practical hardness The coating is considered to have reached practical hardness when firm pressure between the thumb and fingers shows a slight tacky condition, but the film is not ruptured, and none of the coating adheres to the fingers 00445.48 Tracer Wire — Install tracer wire in all trenches for sanitary and storm se-,,,ers Place the tracer wire directly over the pipe centerline and on top of the pipe zone material Place a branch tracer wire over each pipe connected to the main sewer Make tracer wire splices using a solderless connection kit that effectively moisture seals two or more conductors for direct burial and securely )oint the a-ires mechanically and electrically Insulate splices to be moisture and waterproof. Splices wrapped with tape will not be accepted as waterproof Have all splice kits approved prior to installation. Test all tracer wire xxith locating equipment prior to acceptance Finishing, Clean Up and Testing 00445.70 General: (b) Siphon, Irrigation and Sanitary Sewer Installations —Replace this subsection with the technical specifications for conveyance systems, Clean Water Services Design and Construction Standards for Sanitary Sewer and Surface Water'Management,June 2007 8.05 Testing and Acceptance 8.05 1 General a Sequence of Testing—Testing shall occur in the following order At the District's or City's discretion, failure of anv of the test may require all testing to be completed again 1 Compaction 2 Placement of Base Rock 3 Iviandrel 4 Air Test (sanitary only) 77 5 Video b Type of tests 1 Sanitary sewers — All gravity sanitary pipelines shall pass the required air tests, pass the required compaction tests in accordance with Section 7 02.3(b)(6), be video inspected, and be free of visible leaks All flexible pipes shall pass a deflection test All projects shall pass the required manhole tests. c Test Equipment 1. Sanitary and Storm — The Contractor shall furnish all necessaq, testing equipment and perform tests in a manner satisfactory to the District or City 2. Sanitary-additional requirements Any arrangement of testing equipment, which will provide observable and accurate measurements of air leakage under the specified conditions, will be permitted. Gauges for air testing shall be calibrated with a standardized gauge 8.05 2 Line Cleaning Prior to the internal pressure testing for sanitary systems and inspection of sanitary and storm systems by the District or City, the Contractor shall ball and flush and clean all parts of the system. The Contractor shall remove all accumulated construction debris, rocks, gravel, sand, silt, and other foreign material from the system at or near the closest downstream manhole If necessary, the Contractor shall use mechanical rodding or bucketing equipment Upon the District or City inspection of the system, any foreign matter still present shall be flushed and cleaned from the system as required. 8 05 3 Manholes (Sanitary only) a. Unless otherunse approved by the District, acceptance tests shall be conducted on a random sample of 25 percent or 3 manholes, whichever is greater, selected by the District or City. Any manhole which fails acceptance testing shall be repaired and retested, and an additional manhole, selected at random, by the District or City shall be tested b Samury sewer manholes shall be tested for acceptance after the trench has been backfilled, compaction requirements have been met, road base rock has been installed and street paved, and chimney seals or concrete manhole closure collars have been installed. If the manholes have passed the tests and the castings have been disturbed by construction activities or need to be reinstalled, the manholes shall be re-tested c Hydrostatic Testing The test will consist of plugging all inlets and outlets and filling the manhole with water to the run Leakage in each manhole shall not exceed 0 2 gallons per hour per foot of head above the invert Leakage will be determined by refilling to the nm using a calibrated or known volume container Testing results shall be recorded on a form approved by the Distract d. Vacuum Testing The test will consist of plugging all inlets and outlets The test head shall be placed at the inside of the top of the cone,include grade rings and castings, and seal inflated in accordance with the manufacturer's recommendations A vacuum of 10-inches of mercury- shall be drawn and the 78 vacuum um shut off With the valves closed the time shall be measured for the vacuum to drop to 9- inches. � P inches. The manhole shall pass if the time for the vacuum reading to drop to 9-inches meets or exceeds the values indicated in Table 8-3 TABLE 8-3 VACUUM TESTING TABLE Depth . Manhole (seconds), (feet) 48-inch 60-inch 72-inch 8 20 26 33 10 25 33 41 12 30 39 49 14 35 46 57 16 40 52 65 18 40 59 73 20 50 65 81 8 05 4 Air Testing, Pipe Line (Sanitary only) a General After construction of the system, including service connections, required backfilling, compaction testing, placement of base rock for streets, and other required testing, the Contractor shall conduct a low- pressure air test. The Contractor shall provide all equipment and personnel for the test The method, equipment, and personnel shall be subject to the approval of the District and City The District or City may, at any time, require a calibration check of the instrument used The pressure gauge used shall have minimum division of 0.10 psi and have an accuracy of 0.0625-psi (one-ounce per square inch) All air used shall pass through a single control panel b Safety Precautions A.11 plugs used to close the sewer for the air test must be capable of resisting the internal pressures and must be securely braced, if necessary All air testing equipment must be placed above ground and no one shall be permitted to enter a manhole or trench where a plugged line is under pressure. All pressure must be released before the plugs are removed The testing equipment used must include a pressure relief device designed to relieve pressure in the test line at 10 psi or less and must allow continuous monitoring of the test pressures in order to avoid the flooding of the air unlet by infiltrated ground water. The Contractor shall inject the air at the upper plug if possible Only qualified personnel shall be permitted to conduct the test 79 c Method All air testing shall be by the Time Pressure Drop Method The test procedures are described as follows 1. Clean the lines to be tested and remove all debris. 2. The Contractor has the option of wetting the lines prior to testing. 3. Plug all open ends with suitable test plugs,brace each plug securely 4. Check the average height of ground water over the line. The test pressures required (Section 8 05 4(c(8)) shall be increased 0 433 psi for each foot of average water depth over the lune 5. Add air slowly to the section of system being tested until the internal air pressure is raised to the test pressure specified below (Section 8 05 4(c(8)) 6. After the internal test pressure is reached, at least two minutes shall be allowed for the air temperature to stabilize,adding only the amount of air required to maintain pressure. 7. After the temperature stabilization period, disconnect the air supply 8. Acceptance shall be based upon meeting or exceeding the requirements specified below. Note the test method is dependent upon the type of pipe material. A) Concrete Pipe Air Pressure Drop \Method- The tested section, when tested on the air pressure drop method, will be acceptable if the time required for the pressure to drop from 3.5 psi to 2 5 psi is not less than the time in seconds (I) computed by the Formula• T = K/C Where K and C are computed as follows K = the sum of the computation O.Old2 L for each size of pipe and its length in the section. C = the sum of the computation 0 0003882dL for each size of pipe and its length in the section, except that the minimum value for C shall be 1 d = the inside diameter of the pipe in inches L = the length of pipe in feet. B) PVC,HDPE, and Ductile Iron Pipe The minimum time duration permitted for the prescribed low-pressure exfiltration pressure drop from a starting pressure of 4 0 psi between two consecutive manholes should not be less than that shown in Tables 8-4 or 8-5 The tables list test duration values for pressure drops of 10 psi and 0 5 psi in excess of ground water pressure above the top of the sewer pipe, respectively Values give accommodate both an allowable average loss per unit of surface area and an allowable maximum total leakage rate 9. Record the diameter (in), length (ft), end manhole number, time, pressure drop, and groundwater level of the test on an inspection form. The recording form shall become a permanent record of the project. 80 00445.73 Deflection Testing for Flexible Pipe—Replace this subsection with the following- a. Sewers constructed of flexible pipe materials shall be deflection-tested The test shall be conducted by pulling an approved mandrel through the completed pipeline The diameter of the mandrel shall be 95 percent of the nominal pipe diameter unless otherwise specified by the District The mandrel shall be a rigid, nonadjustable, odd-numbering-leg (9 legs minimum) mandrel having an effective length of not less than its nominal diameter Testing shall be conducted after placement of base rock for streets and after the line has been completely balled and flushed out with water, compaction tests have been completed and accepted b. The Contractor will be required to locate and repair any sections failing to pass the deflection test and to retest the section 00445.74 Video Inspection of Sanitary and Storm Sewers—Replace flus subsection with die following All sewers shall be video inspected and recorded in accordance with the order prescribed in Section 8.05.1 prior to the District or City acceptance of the systems All pipes shall be thoroughly flushed immediately prior to the video inspection A 1-inch target ball shall be placed in front of the cameral If the system is video inspected by a private form or entity other than die District or Cite, a copy of the video recording and a written TV Inspection Report on a recording shall be recorded in color and on an electronic format as approved by the District All problems discovered during video inspection shall be noted on the video recording and the written report Video Inspection for Warranty Acceptance The sewer lines shall be video inspected during the one year warranty period to determine any defects in the system that are to be corrected by the developer or Contractor 00445.75 Repairs —Locate and repair any sections failing to pass the required tests and inspections Repeat the specified tests and inspections on those sections at no additional cost to the Agency Following successful air test, visible infiltration of ground water in any section will be considered evidence that the original test was in error or that failure of the section has occurred Correct such failures and retest the repaired sections,at no additional cost to the Agency 00445.80 Measurement—Pipes and related work performed under this Section will be measured according to the following- (a) ollowing(a) Pipes —The quantities of pipe of the various kinds, t�pes, and sizes, will be measured on the length basis,and will be determined by the length and depth of installation as follows: Ll Length — The length will be measured, with no deduction for structures or fittings, along the pipe flow line from center to center of manholes, inlets, special sections, or the ends of pipe, wluchever is applicable ❑ Depth — the depth will be used to determine the maximum depth range and pay item for each pipe. The maximum depth range, to the flow lune, for each pipe will be "0 - 10 fe', " Over 10 ft-12 ft" 81 The depth in excavation areas will be the maximum measured vertical distance between the pipe flow laze and the surface of the original ground or subgrade,whichever is less, or the slopes of other areas outside the subgrade limits The depth in embankment areas will be the maximum measured vertical distance between the pipe flow line and the surface of the constructed embankment as determined in 00330 42(c-6). (b) Tee and Wye Fittings —The quantities of tee and w-ye fittings will be measured on the unit basis No deductions will be made from measurement of pipe for the length of the fitting Video Inspection —The quantities of video inspection will be measured on the length basis, to the nearest foot, the length-Trill be measured,with no deduction for structures or fittings, along the pipe flow lune from center to center of manholes,inlets, special sections, or the ends of pipe,whichever is applicable Pipes with sloped ends will be measured from the top of the sloped end section. Trench resurfacing will be measured according to 00495 80 00445.91 Payment — The accepted quantities of pipe and related work items performed under this Section will be paid for at the Contractor unit price,per unit of measurement, for the following items- Replace the Pay Item Labeling with the following. Pay Item Unit of Measurement (a) 12 inch Sewer Pipe, 0 ft— 10 ft Depth Foot (b) 12 inch Sewer Pipe, 10 ft— 12 ft Depth Foot (c) 8 inch Sewer Pipe, 0 ft— 10 ft Depth. Foot (d) 6 inch Sewer Pipe 0 ft—10 ft Depth. .Foot (e) Pipe Tees, 12 x 6 inch Each (f) Pipe Tees, 8 x 8 inch. ... Each (g) Pipe Tees, 8 x 6 inch Each (h) Pipe Wyes, 6 inch Each Video Inspection Foot No separate or additional payment will be made for G Pipe plugs, stoppers, and other required fittings Tracer wire Hydrostatic, air, joint, and deflection testing When the Contract Schedule of Items does not indicate payment for pipes or other work under this Section, no separate or additional payment will be made Pavtnent will be included in payment made for the appropriate items under which this work is required. 00445.11 Materials -Pipe shall be PVC Pipe and fittings shall conform to ASTM D-3034,SDR 35 Section 00470—Manholes, Catch Basins, and Inlets 82 Comply Nvidi Section 00470 of the Standard Specifications and as follows. 00470.10 Material—Furnish materials meeting the following requirements Commercial Grade Concrete... 00440 Concrete Drain Tile 0241040 Corrugated Metal Pipe 02420 10, 02420 40 Joint Material 02420.40, 02440.50,02440 60 :Metal Frames, Grates, Covers, and Ladders 0245030 Nonreinforced Concrete Pipe 0241010 Polyethylene Pipe. 0241060 Polyvinyl Chloride (PVC) Pipe,Schedule 40 0241070 Precast Concrete �vlanholes, Catch Basins and Inlets 0245010,02450 20 Reinforcement . 0251010, 02510 40 00470.11 Precast Concrete Manholes and Bases — Furnish cones with the same wall thickness and reinforcement as nser sections Prior to delivery of precast manhole sections to the fob site, yard permeabiht:y tests may be required at the point of manufacture. The precast sections to be tested will be selected at random from the stockpiled material to be supplied to the Project All test specimens will be mat tested, and shall meet the permeability test requirements of ASTM C 497 Precast manhole sections shall consist of circular sections in one of the following standard nominal inside diameters- 42 inch 54 inch 72 inch 96 inch 132 inch 48 inch 60 inch 84 inch 120 inch 144 inch Heights of sections shall be multiples of 6 inches, except heights of manholes sections 72 inches through 96 inches in diameter shall be as required to fit site conditions 00470.12 Cap Screws — Cap screws and washers for watertight manhole covers shall be stainless steel wid-i 60,000 psi mtnnmuin tensile strength conforming to the requirements of ASTM A 453 00470.13 Inside Drop Manhole Connectors — Furnish stainless steel anchor bolts and anchor straps for inside drop pipe connections. 83 00470.14 Pipe and Fittings — Furnish pipe and fittings as specified and conforming to the applicable portions of Section 00445 Use tees, ells and other fittings for drop manholes made from the same material as the pipe connecting to the manhole 00470.15 Pipe Stubouts for Future Sanitary Sewer Connections — Pipe stubouts shall be the same type and strength classification as approved for use in the lateral, main or trunk sewer construction. Where there are two different classes of pipe at a manhole, the higher strength pipe will govern strength classification Furnish watertight plugs with each stubout and adequately brace against hydrostatic or an test pressures 00470.16 Sanitary Sewer Manhole Carry-Through — All sanitary sewer carry-through pipes and fittings through stone sever manholes shall be ductile iron conforming to Section 02420 00470.17 Base Drain Backfill — Furnish aggregate base or selected granular backfill material that is free from silts or other fines 00470.40 General: a) Excavation, Backfill, and Foundation Stabilization —Excavate and backfill according to Section 00405 When specified, or as directed, remove unstable material that will not support the manhole or other structure, excavate below grade and backfill with trench foundation stabilization to the manufacturer's recommendations b) Pipe Connections —Place connecting pipe at the required alignment and grade Set the connecting pipe through the full thickness of the wall flush with the inner face of the wall Ensure that pipe connections to the structure are completely watertight Connect all pipe to manholes according to the manufacturer's recommendations Grout concrete pipe connections to manholes so they are watertight,using non-shnnk grout conforming to 02440.50 When grouted into the manhole section, the pipe section shall not extend more than 18 inches outside the manhole If an approved flexible connection for concrete pipe is provided at the manhole, full or partial pipe sections may be stubbed into the manhole as required Connect flexible pipe to sanitary manholes using an approved adapter specifically manufactured for the intended service Use only flexible pipe adapter from the QPL Do not use field-fabricated waterstops or improvised adapters Adapters requiring the use of grout for installation shall be anchored and finished using non-shrink grout conforming to 02440 50. 00470.41 Precast Concrete Manholes — Precast manhole components may be used to construct stand, drop and carry-through manholes (a) Bases — If bases are cast in place, consolidate the concrete by mechanical vibration Screed off the concrete so that the first manhole section to be placed has a level, uniform bearing for the full circumference If bases are precast, carefully place tlie base section on the prepared bedding so as to be fully and uniformly supported at true grade and alignment. Construct the invert to match that of the sewer pipe Where the size of the sewer pipe i& changed at the manhole, construct the invert to form a smooth transition without abrupt breaks or unevenness of the invert surfaces Where a full section of concrete sewer pipe is laid through the manhole, break out die 84 top to the springline of the pipe for the full width of the manhole, and completely cover the exposed edge of the pipe with mortar During construction divert existing flows of eater or sewage away from the new concrete or mortar surfaces to prevent damage to the fresh concrete or mortar until the initial set has been achieved (b) Precast Manhole Sections — Thoroughly wet all lift holes, completely fill with non-shnnk grout, and smooth and point both inside and out to ensure watertightness (1) Sanitary Manholes — Use preformed plastic or rubber gaskets on all joints between manhole sections (c) Grates, Frames, Covers and Fittings — Set metal frames for manholes on full non-shrink grout beds to prevent infiltration of surface water or groundwater between the fame and the concrete of the manhole section If concrete is poured around the fames, coat the portion of the frame that will contact the concrete with hot asphalt before placing the concrete Set fames, covers, and grates true to the locations and grades established Clean bearing surfaces and provide uniform contact Secure all fastenings Construct all mortared, sanitary sewer manhole necks and all riser nng joints made with non- shrink grout using and approved commercial concrete bonding agent applied to all cured concrete surfaces being grouted 00470.43 Cast-in-Place Concrete Construction: (a) General — Construct cast-in-place manholes, inlets, siphon boxes and concrete slope protectors according to Section 00440 Finish all inside surfaces smooth and free of depressions or protrusions Form exterior surfaces with steel, plyw=ood or other approved materials. Form other surfaces with matched boards, plywood, or other approved material. Do not cast directly against trench walls, rock, or earth Consolidate the concrete unmediately after placement with an approved vibrator Limit vibration time to that necessary to produce satisfactory consolidation without causing segregation. Screed the top surface and trowel exposed surfaces to a smooth finish, free from marks or irregularities Radius exposed edges with a steel edging tool After forms are removed, patch any defects in the concretewith an approved mortar mix Immediately after removal of forms and final finishing, cure according to 00440040(e). 00470.45 Steps and Ladders — Fasten steps and ladders to die manhole walls according to the manufacture's recommendations and as shown. 00470.70 Cleaning—Upon completion, clean each structure of accumulated silt, debris or foreign matter of any kuid and keep clean until final acceptance of the work 00470.71 Sanitary Manhole Acceptance Testing — Field test all sanitary sewer manholes for acceptance by either hydrostatic or vacuum testing after completion of backfilling, compaction and surface restoration, including paving If the manhole fails the test, make necessary repairs by an approved method, and retest the manhole Repair and retest the manhole until a satisfactory test is obtained. (a) Hydrostatic Testing — Perform hydrostatic testing according to ASTM C 497. Plug all inlets and outlets and fill the manhole with water Fill each manhole to the nm at the start of the test Leakage in 85 each manhole shall not exceed 0 3 gallons per hour per foot of head above the invert Determine leakage by refilling to the run using a calibrate container :Manholes may be filled 24 hours prior to the time of testing to permit normal absorption into the manhole walls (b) Vacuum Testing—Perform vacuum testing according to ASTM C 124-4. Plug and brace all pipes entering the manhole. Place the test head in or on top of the manhole ring Draw a vacuum of 10 inches of mercury on the manhole, close the valve on the vacuum lune of the test head, and shut off the vacuum pump Measure the time for the vacuum to drop to 9 inches of mercury. The manhole is acceptable if the tune for the vacuum reading to drop from 10 inches of mercury to 9 inches of mercury meets or exceeds the values indicated in the following table. Minimum Test Time For Various Manhole Diameters Diameter (inches) 30 or less 33 36 42 48 54 60 66 72 Depth (feet) Time'* (s) 8 or less 11 12 14 17 20 23 26 29 33 10 14 15 18 21 21 25 29 33 41 12 17 18 21 25 30 35 39 43 49 14 20 21 25 30 35 41 46 51 57 16 22 24 29 34 40 46 52 58 67 18 25 27 32 38 45 52 59 65 73 20 28 30 35 42 50 53 65 72 81 Depth is measured from the top of the manhole to the lowest invert. ** Test tunes for manhole depths between those shown in this table may be calculated by interpolation 00470.80 Measurement—The quantities of manholes will be measured on the unit basis. 00470.90 Payment —The accepted quantities of work performed under this Sections will be paid for at the Contract unit price,per unit of measurement for the following item: Pay Item Unit of Measurement (a) Concrete Sanitary Sewer Manholes ... Each Payment will be payment in full for furnishing and placing all materials, and for furnishing all equipment, labor and incidentals necessary to complete the work as specified. No separate or additional payment will be made for. 86 ❑ Eard-i A ork not covered as trench or ditch excavation Pipe connections ❑ Rock backfill rl Aggregate base backfill ❑ Drain the ❑ Acceptance testing Section 00490—Work on Existing Sewers and Structures Comply with Section 00490 of the Standard Specifications Specific subsections have been included for clarity 00490.00 Scope — This work consists of joining new work to existing work, repairuig or abandoning of sewer lines and structures, and adjusting existing manholes, inlets, boxes and other similar structures Remove and dispose of pipe, manholes and catch basins that are scheduled for removal according to Section 00310 00490.01 Descriptive Terms: Adjust—To raise,lower or reconstruct structures to a nein top elevation flush with the surrounding surface Box—Valve box, meter box, monument box or other similar structure with a removable cover Bypass Pumping — The process of pumping sanitary sewer or storm flows around a manhole or pipeline during the construction or rehabilitation of those facilities Inlet— Structue designed to receive surface water through a grate or onfice and to discharge water through pipes Manhole — Manhole or similar structure designed to permit entry and working space, usually at intersections of sewer pipes Manhole Neck — The upper portion of a manhole, having vertical walls and a uniform diameter or dimension just sufficient to receive and support the metal frame Excavate and backfill according to Section 00405 Remove and dispose of old concrete and other materials according to Section 00310 Obtain approval before reusing and salvaged metal frames, covers, grates and fittings on structures to be adjusted When concrete is poured around frames, paint the portion of the frame that will contact the concrete with hot asphalt before the concrete is poured Provide high early strength concrete when shown on the plans, or when traffic is required to traverse the structure due to staging requirements The Engineer will determine the length of curing time. Nev., construction shall conform to Section 00470 87 Repair, replace or restore to existing condition any manhole or similar structure backfill, inlet base drain, aggregate base or pavement disturbed or fouled by the adjustment work as duetted Bypass pump sanitary sewer and stonnwater flows around the pipe section or manhole being repaired or replaced by plugging an existing upstream manhole and pumping the flow around the work to a downstream manhole Submit a bypass pumping plan to the Engineer at least 48 hours before beginning bypass pumping Use a pump with adequate capacity to handle existing flows and additional flow due to rain. Pumps shall not exceed a noise level of 86 dB at a distance of 50 feet Do not operate bypass pumps at night except in an emergency Do not discharge raw sewage onto private property or city streets, or into storm drain systems. 00490.41 Manholes over Existing Sewers (a) General — Construct manholes according to Section 00470. Test all sanitary sewer manholes according to Section 00470. Prevent material or debris from entering the line When required, provide all diversion facilities and perform all work necessary to maintain flow in existing lines Obtain the Engineer's approval prior to diverting flow=s (b) Manholes over Existing Rigid Pipe Sewers—Construct manholes over existing rigid sewers after first cleaning and applying an approved commercial concrete bonding agent to all surfaces of the pipe that will be in contact with the manhole If the top of the existing rigid pipe is cut out, cut it to the springltne for the full width of the manhole Smooth and point the exposed edge of pipe with mortar Make rigid sewer pipe connections using an acceptable pipe connection according to Section 00470 (c) Manholes over Existing Flexible Pipe Sewers — Construct manholes over existing flexible sewers systems with approved water stops,water tight fittings or boots at connections with the existing flexible sewer. If approved, manholes may be constructed over existing PVC sewers and sealed at the manhole wall using the following method C apply a coating of PN'C solvent to the pipe that will be in contact with the manhole. ❑ ripply a dense coating of clean mortar sand over the PVC solvent cement. ❑ after the cement has cured, apply a commercial concrete bonding agent to the sand prior to placement of concrete (d) Manhole Connections — Core or sawcut openings in the existing manhole base or barrel as required Construct connections that are wateitight and that will provide a smooth flow into and through the manhole All sanitary sewer pipe connections, including those at invert level as well as penetrations for drop connections, conduits and carry-throughs, shall conform to the requirements of Section 00470 00490.43 Abandoning Pipe In Place —Drain abandoned pipes and plug watertight, Plug abandoned pipes with gasketed mechanical plugs or grout seals, as directed Where abandoned pipes connect to sewer 88 manholes, install die plugs or seals fiom the inside of the manhole and reshape the channel to conform to the Standard Drawings Fill abandoned pipes Nvitivn the Drain Street rights-of-way with controlled density fill (CDF) Section 00495—Trench Resurfacing Comply with Section 00530 of the Standard Specifications and modified as follows- 00495.90 Payment- Replace the last paragraph that begins with"When the Contract Schedule of Items with No separate or additional payment will be made for trench resurfacing over sewer pipe Payment will be included in payment made for the appropriate items under which this work is required_ Section 00530—Steel Reinforcement for Concrete Comply-Nvith Section 00530 of the Standard Specifications and modified as follows 00530.80(a) Lump Sum-Add the following to the end of this subsection The estimated quantity of reinforcement is Option 1—includes partial bridge end panel removal and reconstruction Option 2—includes full bridge end panel removal and reconstruction Quantity Structure Uncoated Coated (Pound) (Pound) 67T001 Option 1 ..4,000 Option 2 . 11,000 The weight of miscellaneous metal,based on weights listed in 00530 80(b) and Project quantities,is included in the estimated quantity of uncoated reinforcement. Section 00540—Structural Concrete Comply with Section 00540 of the Standard Specifications modified as follows Subsections have been included for reference. 00540.00 Scope -Replace this subsection,except for the subsection number and tide,with the following. This work consists of furnishing,placing,and finishing pordand cement concrete, throught this Specification referred to as structural concrete or concrete, for the Main Street Bridge end panel partial repair or if applicable, the construction of a new end panel. 00540.10 General—Furnish the materials meeting the following requirements- Concrete . . . 02001 Concrete Curing. 0221030 Curing Matenals 02050 Epoxy and Non-Epoxy Bonding Agents 02070 89 Epoxy-and Non-Epoxy-Grouts 02080 Epoxy Cement. 02060 Poured Joint Fillers 0244030 Preformed Expansion Jon-it Filler 244010 Add the following sentence to the end of this subsection Furnish a concrete surface retarder from the QPL 00540.15 Form Materials -Replace this subsection,except for the subsection number and title,with the following Furnish wood,minimum nominal 5/8 inch thick APA exterior grade plywood, minimum nominal 5/8 inch thick APA plyform,metal,or other suitable form material 00540.17 Acceptance of Concrete—Acceptance of concrete will be according to Section 00165 and the following- (a) ollowing(a)Aggregate - Delete the sentence that reads" Blend aggregates only as allowed in 0200120" 00540.43 Joints—Construct Joints in concrete bridges according to details shown or directed (a) Construction Joints—Replace the paragraph that begins "Within 24 hours after "with the following paragraphs- Apply a concrete surface retarder according to the manufacturer's reconnmendations Remove surface mortar within the time period recommended by the manufacturer and clean the joint surface and reinforcing steel by removing loosened particles of aggregate,damaged concrete,unconsolidated concrete and surface laitnance with a high pressure washer conforming to 00540 28 to the extent that clean aggregate (free of surface mortar) is exposed on 50% of the surface Clean the joint surface again immediately prior to the concrete placement to remove any subsequent deposits of dirt,debris or other foreign materials. Saturate the fount surfacewith potable water rimmediately before resuini ng concrete placement Remove standing water in depressions or hollows of the fount surface Saw cut the top 1 inch of the deck joints with a straight vertical cut before subsequent concrete placement and before saturating the surface with water Where joints are straight and without spalls, the Engineer may waive this saw cut requirement Hand rub or brush fresh concrete paste onto the existing surface of vertical deck joints down to the top mat of reinforcing steel at the beginning of subsequent concrete placement. Stay in place joint forms are not allowed in bridge deck construction joints (b) Open Joints—Locate open joints as shown Construct the form so the form support system maybe released as soon as the concrete takes its initial set Do not chip or break the comers of the concrete when removing forms Do not extend reiforcing bars across an open joint unless shown. (c) Joint with Fillers—Construct joints with preformed expansion joint fillers or poured fillers as shown and according to the manufacturer's recommendations for the filler used Add the following Provide a 3/4 inch chamfer on each edge of the joint unless otherwise noted 00540.49 Weather Conditions for Concreting. 90 00540.49(a-2-a) General-Replace the paragraph that begins "Do not place " with the following two paragraphs- Do not place concrete if the air temperature is, or is forecast to be,below 40°F the day of placement or is forecast to be below 40°F on any of the next seven calendar days (14 calendar days for decks) after placement unless a Cold Weather Plan has been approved by the Engineer To place concrete when the temperature is below 40°F,submit a Cold Weather Plan that identifies the methods that will be used to prevent the concrete temperature from falling below 50°F. Methods include heated enclosures and insulated forms Also include in the plan measures that will be taken if the concrete temperature falls below 50°F. Provide a 24 hour continuous recording thermometer to verifi7 the concrete temperature. Keep the foundation, form surfaces and reinforcing steel free of frost and ice. Ensure the temperature of the concrete is not less than 60°F when placed in the forms. If air temperature is below 40°F,heat mixing water to a temperature of at least 70°F,but not more than 150°F, or heat the aggregates with either steam or dry heat Ensure the temperature of concrete produced with heated aggregate, heated water,or both does not exceed 80 °F before placing. 00540.49(a-2-b)Enclosures -Replace this subsection,with the following subsection- b. Enclosures - If enclosures are used, do the following. • Furnish and use, within the enclosure, a 24-hour continuous temperature/hurnidity recorder to record the air temperature and relative hunudity every hour during the cure period. • Supply and maintain curing moisture and heat in the enclosure for seven Calendar Days (14 Calendar Days for bridge decks) after placing concrete as follows: • Relative humidity of at least 40 percent • Air temperature between 60 E' and 80 E' 00540.49(a-2-e) Insulated Forms -In the sentence that begins "When approved " replace the words "seven days"with the words "seven Calendar Days (14 Calendar Days for bridge decks)" 00540.80(a-1) Lump Sum - Add the following to the end of thus subsection- The estimated quantity of concrete is- Bridge No. 67T001 Type and Class Quantity (Cu.Yd.) Option 1: Partial bridge end panel removal and reconstruction General Structural Concrete,Class 3300 10 Option 2: Full bridge end panel removal and reconstruction General Structural Concrete, Class 3300 50 Section 00545 —Reinforced Concrete Bridge End Panels 91 Comply with Section 00545 of the Standard Specifications Specific subsections have been included for reference 00545.00 Scope — Tlus work consists of constructing reinforced Portland cement concrete bridge end panels at the locations shown or as directed, and in close conformity- to the lines, grades and dimensions shown or established 00545.40 Materials — Furnish materials meeting the requirements of Section 00530 and Section 02001, modified as follows- Furnish Class HPC4000 concrete for end panels,unless shown otherwise. When pipe under end panels are shown,provide one of the following types • Class V reinforced concrete pipe meeting the requirements of 02410 20 • Schedule 80 polyvinyl chloride (PVC) pipe meeting the requirements of ASTM D 1785 • Type PSM polyvinyl chloride (PVC) sewer pipe meeting the requirements of ASTM D 3034 SRD 26 • Grade A or B galvanized steel pipe, STD weight class minimum, meeting the requirements of ASTM A 53,hot-dip galvanized according to AASHTO M 111 (ASTM A 123) For pipe under end panels, provide pipe bedding, pipe zone material, and backfill meeting the requirements of 00405.12, 00405 13, and 00405.14 Provide granular structure backfill meeting the requirements of 00510.13 00545.15 Quality Control—Provide quality control according to Section 00165 00545.42 Surface Finish — For end panels with an asphalt concrete wearing surface, a finishing machine and roadway texturing are not required For end panels without an asphalt concrete wearing surface, texture the end panel roadway surface by saw cutting according to 00540.50c. Perform saw cutting on end panels on end panels no sooner than 14 days after the end panels are cast. 00545.43 Curing—Cure concrete according to 00540 51(a) 00545.44 Expansion Joints — Construct expansion joints as shown, according to Section 00585, and as follows. u Install armored corners for strip seal joints in preformed blockouts a minimum of 14 days after the end panel is cast Set the joint opening as shown Support the armored corners securely in position before placing concrete in the joint blockout Place compression joint seals or poured sealant joint seals a minimum of 14 days after the bridge deck and end panels are cast LJPlace asphalt plug joints a m,mmum of 14 days after the end panels are cast and after final per is complete. Saw cut the ACE wearing course at the roadway end of the end panels when detailed on the plans, as soon as practicial but vnthin 48 hours after paving Use a saw cut width of 5/8 inch, plus or minus 1/8 inch, and 1/4 inch less than the thickness of the wearing course, to a maximum depth of 1 'Ainch. 92 Flush the saw cut thoroughly with a high-pressure water stream immediately after the cut has been made Before the cut dries out, blow it free of water and debris with compressed air Pill the joint with a traffic loop sealant from the QPL. Section 00641—Aggregate Subbase, Base, and Shoulders Comply with Section 00641 of the Standard Specifications modified as follows 00641.12 Limits of Mixture — Replace this subsection, except the subsection number and title, with the following paragraphs: Provide a mixture of aggregate and water having a uniform moisture content sufficient to obtain the required compaction Proportions will be in percentages by weight and will be known as the Mix Design Determine the proportion of aggregate and water according to the RfrTP The amount of water for the Mix Design will be based on the dry weight of the aggregate When introducing water at the mixing plant, furnisli the mixture with a tolerance of + or — 2% of the optimum water content at the time of mixing If approved, excess percentage of water may be allowed The Agency will treat excess percentage of water according to 00641.80(d) 00641.20 Mixing Plant— Replace the sentence that begins `Nfix aggregate and water "with the following two sentences- )&L x aggregate and water according to paragraph (a) of thus subsection Road mix is not allowed on this Project. 00641.41 Mixing, Hauling, and Placing — Replace the sentence that begins "Add water to the aggregate "with the following two sentences Add water to the aggregate while mixing to provide a moisture content according to 00641 12 and paragraph (a) of this subsection Road mix is not allowed on this Project 00641.44(a-1) Dense-graded Aggregates—In the paragraph, replace"100%with 95%" Section 00744—Hot Mixed Asphalt Concrete (MHMAC) Comply with Section 00744 of die Standard Specifications modified as follows: 00744.01 Abbreviations -Add the following abbreviation to the beginning of the list MAMD -Moving Average Maximum Density 00744.02 Definitions -Add the following definitions- Lot Size -A lot is the total quantity of material or work produced per J',¢per project. The following circumstances will require a different lot 93 • Anew JRA is used • The method for measuring compaction is changed • A change from one test procedure for measuring asphalt content to another test procedure for measuring asphalt content occurs The Engineer may allow material for irregular areas not completed during the main pay.-ung operations, such as driveways or guardrail flares to be evaluated as a separate lot Sublot Size -A sublot is 1,000 tons of RiHAIAC,or the amount of NMMAC placed in a day if less than 1,000 tons is placed. 00744.10 Aggregate -Replace the paragraph that begins "Furrush coarse, fine,and ."with the following paragraph Furnish coarse and fine aggregates for RIHAIAC meeting the following requirements 00744.10(c) Fractured Faces -In the sentence that begins "Provide crushed aggregate ", replace "AASHTO TP 61" -,vrth "AASHTO T 335" 00744.10(f) Fine Aggregate -Replace the paragraph that begins "Blend Sand " with the following paragraph Blend sand is allowed for Levels 1, 2, and 3 mixes Do not use more than 6%natural or uncrushed blend sand,by weight,in the total aggregate Provide a means of verifying and documenting the amount of blend sand added to the aggregate 00744.11(a) Asphalt Cement-Delete the paragraph that begins "Testing of the asphalt cement ". Delete the paragraph that begins "Asphalt in RAP material,when blended .". 00744.13 Job Mix Formula (JMF) Requirements -Replace the paragraph that begins "Provide a JR4 for the Project meeting the following . "with the following paragraph- Do not begin production of IWBIAC for use on the Project until the JA4 is reviewed by the Engineer and written consent is provided to proceed. A new JR4 is required if the asphalt cement grade,additives, or the source of the aggregate changes during production Provide a JR4' for the Project meeting the following criteria, Add the following paragraph to the end of this subsection- For dense graded Level 3 wearing course mixes,the mix design submittal shall include the results of the performance testing as outlined in the latest ODOT Contractor A x Design Gwdehnes for Asphalt Concrete 00744.14 Tolerances and Limits -Under the "Constituent of ATtxtureNHRIAC All Types" list,delete the "Asphalt Cement- ODOT Thi 321 (Cold Feed/Rleter) " lune. In the "Constituent of Mixture/HR1AC All Types" hst, In the item that begins"Moisture content at replace "VIAQTC TM 6"wrath"AASHTO T 329" 00744.16 MHIVIAC Acceptance -Replace this subsection with the following subsection 94 00744.16 MHMAC Acceptance -For each 1,000 tons of placement, a CAT-1 shall perform a muunnum of one of each of the following test methods as modified in the_%ffTP • Asphalt Content (AASHTO T 308 with ODOT TM 323 determined Calibration Factor) • Gradation (AASHTO T 30) • Mix Moisture (AASHTO T 329) • Maximum Specific Gravity (AASHTO T 209) When less than 1,000 tons of mis is placed in a day, perform a minimum of one series of tests per day=. Provide test results to the Engineer by the middle of the following work shift. Provide split samples for Verification and Independent Assurance testing to the Engineer when requested For each sublot, sample and submit to the Engineer the asphalt cement according to AASHTO T 40 and Section 4(C) of the T%1 TP for compliance testing by ODOT Central Materials Laboratory Testuig for irregular areas not completed during the main paving operations, such as driveways or guardrail flares may be waived upon written notice and accepted visually by the Engineer When three or more tests are performed on a project,a price adjustment will be calculated according to 00744 95 Add the following subsection 00744.17 Small Quantity Acceptance -When less than three test results are obtained on a protect, the NU-IMAC will be accepted according to the folloEving (a) Within Specification Limits - If all sublot sample test results are within specification limits for all constituents (including compaction) the material will be accepted and the full bid price will be paid for the material represented by that test. (b) Outside Specification Limits - If a sublot sample test result for any constituent is outside the specification limit the Engineer will have the backup sample tested. (1) Backup Within Specifications - If the backup sample test results for all constituents are within specification, the material will be accepted and the full bid price will be paid for the material represented by that test. (2) Backup Out of Specifications -If the backup sample test results are out of specification, the Contractor may choose to accept the price adjustment calculated according to 00744 95 or may choose to sample the in-place material for further testing. The price adjustments will be computed using all original test results as well as all backup test results (If there are less than three tests, average the two tests you have and use the average as the third test result) In no case will the composite pay- factor (CPF) be greater than 1.0 (3) In-Place Samples - If the in-place material is sampled, the Engineer will select and sample from three random locations from the area represented bi= the lot in question Those samples will be tested and if found to be within specification the material will be accepted and paid for at the full bid price If the material proves to be outside of the specification lints, the material will be accepted and paid for at an adjusted price accorduig to 00744.95 In no case will the CPF be above 10 95 00744.44 Tack Coat-Add the following paragraph to the end of this subsection Treat all paved surfaces on and against which MFITMAC is to be place with an asphalt tack coat according to Section 00730 Immediately before applying the tack coat,clean and dry the surface to be tacked Remove all material,loose or otherwise, that will reduce adhesion of the tack by brooming, flushing with water, or other approved methods Add the following subsection- 00744.48 Hauling,Depositing, and Placing- Haul,deposit,and place MUNLAC as follows- (a) Hauling- Cover M IhLAC if rain or cold air temperatures are encountered any time between loading and placement NLHMAC will be refected before placing if one or more of the following is found • Below specified placing temperature limit • Slumping or separating • Solidifying or crusting • Absorbing moisture Dispose of refected loads at no additional cost to the Agency Deliver the mixture to the paving machine at a rate that provides continuous operation of the paving machine, except for unavoidable delay or breakdown. If excessive stopping of the paving machine occurs during paving operations, the Engineer may suspend paving operations until the mixture delivery rate matches the paving machine operation (b) Depositing- Deposit MHNIAC from the hauling vehicles so segregation is prevented. When NHI LAC is windrowed, the pick-up equipment shall• • Pick up substantially all of the NEFMAC deposited on the roadway • Be self-supporting, not exerting any vertical load on the paving machine, or causing vibrations or other motions which could have a harmful effect on the riding quality of the completed pavement (c) Placing -Alternative equipment and means may be allowed by the Engineer if the use of a paver is unpractical. Do not place T'v1HivLAC during rain or other adverse weather conditions, unless allowed by the Engineer \IHALAC in transit at the time adverse conditions occur may be placed if • It has been covered during transit • The M-BUiC temperature is satisfactory • It is placed on a foundation free from pools or flow of water • All other requirements are met 96 When leveling irregular surfaces and raising low a.ieas, do not exceed 2 inches actual compacted thickness of any one lift, except the actual compacted thickness of intermittent areas of 1,000 square feet or less may exceed 2 inches, but not more than 4 inches This may require portions of the mixture to be laid in two or more lifts Place the mixture in the number of lifts and courses, and to the compacted thickness for each lift and course, as shown. Place each course in one lift unless othenzise specified. Do not exceed a compacted thickness of 4 inches for any lift Limit the minimum lift thickness to twice the maximum aggregate sue in the mix Do not intermingle INiHI1AC produced from more than one J-Nff Each base course panel placed during a working shift shall conform to a single JI¢ The wearing course shall conform to a single JIIF 00744.49 Compaction-Replace this subsection with the following subsection: 00744.49 Compaction-Immediately after the MHMAC has been spread, struck ofd and surface irregularities and other defects remedied,roll it uniformly with rollers meeting the requirements of 00744 24 until compacted to a minimum.of 91% of IIA112D. Perform finish rolling and continue until all roller marks are eliminated. Determine the density of each sublot by averaging fire QC tests performed at random locations by a CDT with the nuclear gauge operated in the backscatter mode according to WAQTC TM 8 Calculate MA 1D according to ODOT TII 305. When less than three sublot test results are obtained on a project, the IIHIIAC will be accepted according to 0074417 Perform a minimum of one sublot density test per day Compaction to a specified density will not be required on temporary-surfacing,guardrail flares,mailbox turnouts, road approaches,pavement repair,and areas of restricted width (less than 8 feet wide) or limited length, regardless of thickness Compact these surfaces according to 00749 45 00744.80 Measurement-Delete the paragraph that begins "No separate measurement will be made " 00744.90 Payment-Delete the paragraph that begins "No separate or additional payment will be made for the asphalt tack " Add the following subsection: 00744.95 MHMAC Price Adjustments -The Composite Pay-Factor (CPF),calculated according to 00165 40 will be applied to the Contract unit price for the pay items of 00744 90 and to the applicable lot quantities. The CPF will be made available to the Contractor within 24 hours of receipt of the required quality control test results. If less than three samples are tested, the CPF will be computed as outlined t n 0074417 The maximum CPF for any case will be 10. Use the following table to determine price adjustments in the CPF for constituents of IIHMAC Dense Graded MHMAC Type Gradation Constituents Weighting Factor (f) All Aggregate Passing 3/4" 1/2" 3/8" 1" 1 3/4" 1 1 1/2" 1 1 1 3/8" - ❑ 1 No 4 5 5 5 97 No 8 5 6 6 No 30 3 3 3 No 200 10 10 10 Other Constituents Asphalt Content 26 26 26 Moisture Content 8 8 8 Compaction 40 40 40 Those MHMAC constituents statistically evaluated will be eligible for a maximum PF of 100 (see 00165 50(b- 1)),unless otherwise specified If these specifications do not require measurement of a constituent, its individual PF will be considered 1.00 in calculating the CPF according to 00165.40 A price adjustment will be determined by the following formula (CPF- 1) x NIHAIAC Unit Price x(LQ) _ Where. LQ is the quantity of mixture in the lot Section 00850—Common Provisions for Pavement Markings Comply with Section 00850 of the Standard Specifications 00850.10 Materials —All marking shall be with marking paint. Section 00860—Longitudinal Pavement Markings - Paint Comply with Section 00860 of the Standard Specifications 00860.45 Installation -Replace this subsection, except for the subsection number and title,with the following: Apply painted longitudinal pavement markings as follows: • Apply one application at thickness of 15 mils \ret, equivalent to 17 gallons per mile for a 4 inch wide solid stripe • Apply reflective elements at a minimum rate of 5 pounds per gallon of paint Embed by means of %vicking, a minimum of 80 percent of the reflective elements in the paint to a minimum depth of 50 percent of their diameter Mvmmum initial retroreflectiv-ity shall be• • 'W/lute - 250 mcd/mz/lx • Yellow- 200 mcd/m2/Lx Section 00920 —Sign Support Footings 98 Comply with Section 00920 of the Standard Specifications Section 00930—Metal Sign Supports Comply with Section 00930 of the Standard Specifications Section 00940—Signs Comply with Section 00940 of the Standard Specifications and details identified in the contract plans Section 01040—Planting Comply with Section 01040 of the Standard Specifications modified as follows. 01040.00 Scope—Add the following to the end of the sentence The work shown generally includes• ❑ Planting of two native trees in the vegetated corridor. ❑ Placement of Water Quality grass seed mix (Approximately 3,000 square feet) in the vegetated corridor U Placement of 96 shrubs,identified on the Planting Schedule,in the vegetated corridor Placement of garden mulch is a separate pay item 01040.49 General Planting—Replace die bullet that begins "Do not plant in standing "with the following bullet ❑ Do not plant in standing water unless approved by the City If standing water is present«nthrn a plant pit,notify the City prior to plantuig to determine what corrective measures are required Add the following to the end of the subsection ❑ Deciduous trees that are 1 '/z inch and larger,water at a frequency of one and one-half inches per week. ❑ Conifer trees that are over 4 feet tall,water at a frequency of one inch per week ❑ All shrubs,water at a frequency of one inch per week 01040.90(f) Mulch—Add the following pay item to the pay item list.- Compost ist:Compost Mulch Cubic Yard Section 01050—Fences Comply wrath Section 01050 of the Standard Specifications Section 02001-Concrete Comply with Section 02001 of the Standard Specifications modified as follows 02001.02 Abbreviations and Definitions -Replace the "?Modifiers" line with the following 99 Modifiers - Pozzolans,ground granulated blast furnace slag, and latex Replace the "Pozzolans" line with the following. Pozzolans - Fly ash, silica fume,and metakaoli i 02001.30 Concrete Mix Design-In the paragraph that begins "Submit new or current ", replace the sentence that begins"Allow 14 calendar days "with the following sentence Allow 21 calendar days for the review Replace the paragraph that begins "High performance concrete. "with the following paragraph and bullets- High performance concrete (HPC) mix designs shall contain any of the following • Cementitious material with 66% pordand cement, 30% fly ash, and 4% silica fume • Cementitious material with modifiers proportioned according to 02001.31(c) and with trial batches performed to demonstrate that the proposed alternate nntx design provides a maximum of 1,000 coulombs at 90 days when tested according to AASTHO T 277. • Cementitious material with modifiers and with trial batches performed to demonstrate that the proposed alternate mix design pro--ides a maximum of 1,000 coulombs at 90 days when tested according to AASTHO T 277 02001.31(b) Pozzolans -Replace this subsection,except for the subsection number and tide,with the following Pozzolans or GGBFS may be used separately or in combinations up to 30%of the total cementitious materials content 02001.31(c) Modifiers -Replace this subsection,except for the subsection number and title,with the following. Modifiers may be used separately or in combinations as approved by the Engineer Alternate HPC proportions may be. Flv Ash 12% - 18% GGBFS 20% - 35% Silica Fume 3% - 5% For alternate HPC mix designs do not replace more than 50%of total cementinous material with modifiers When silica fume is added to truck mixed concrete,unix the batch a minimum of 100 revolutions at die mixing speed specified by the manufacturer before leaving the batch plant 02001.31(f) Aggregate -Replace the paragraph that begins "If the nominal.. and the three bullets with the following paragraph and bullets- If the nominal maximum size of the coarse aggregate is not included as a part of the class of concrete, or shown on the plans,any sue from 1 1/2 inch to 3/8 inch nominal maximum size aggregate may be used according to the ACI guidelines except 100 • Use 3/4 inch normnal maximum size or larger aggregates in bridge deck concrete • Use 1 1/2 inch nominal ma.Yinum size aggregates in paving concrete unless otherwise indicated. • Use 3/8 inch nominal maximum size aggregates in drilled shafts unless otherwise indicated 02001.32(b) Plastic Concrete -Add the following to the bottom of the test and test method list Length Change ASTM C 157 Permeability AASHTO T 277 Add the following subsections 0200132(d) Length Change Tests -For all HPC mix designs,make at least three specimens from the trial batch for length change testing. Test samples according to ASTM C 157 Wet cure the samples until they have reached an age of 14 days,including the period in the molds Store and measure samples according to ASTM C 157, section 11.1.2 Report length change results at 4,7, 14,28, and 56 daytime intervals 02001.32(e) Permeability Tests -For alternate HPC mix designs,make at least three specimens for permeability testing. Prepare, cure, dry-and test according to AASHTO T 277 Report permeability in coulombs at 90 days Permeability tests are not required when HPC mix designs contain cementitious material with 66%Portland cement, 30% fly ash,and 4% silica fume. 02001.34 Current Mix Designs -Add the following paragraphs to die end of this subsection For HPC mix designs, test according to the following and submit results: Test Test Method Acceptance Value Length Change ASTM C 157 ❑ Permeability AASHTO T 277 1,000 coulombs (max) at 90 dabs Add the following subsections 02001.34(a) Length Change Tests -For all HPC mix designs make at least three specimens for length change testing. Test samples according to ASTINi C 157 Wet cure the samples until they haN e reached an age of 14 days,including the period in the molds Store and measure samples according to ASTl�J C 157, section 11.1 2. Report length change results at 4,7, 14,28,and 56 day time intervals 02001.34(b) Permeability Tests -For alternate HPC mix designs make at least three specimens for permeability testing Prepare,cure, dry and test according to AASHTO T 277. Report permeability in coulombs at 90 days Permeability tests are not required when HPC mix designs contain cementitious material with 66%portland cement, 30% fly ash, and 4% silica fume Section 02030-Modifiers Comply with Section 02030 of the Standard Specifications modified as follows- 101 02030.10 Fly Ash-Replace this subsection with the following subsecuon- 02030.10 Fly Ash–Furnish Class C,Class F,or Class N fly ash from the QPL and meeting die requirements ofAASHTO M 295 (ASTM C 618) Section 02320–Geosynthetics– Comply with Section 02320 of the Standard Specifications modified as follows 02320.10 Acceptance -Replace the bullet under the subsection (1) Geotextnles which begins ";deet or exceed "with the following bullet- • -feet or exceed the properties specified in 02320 20 of these special provisions Add the following Subsection 02320.20 Geotextile Property Values -Replace Table 02320-1 with the following tables Table 02320-1 Geotextile Property Values for Drainage Geotextile * Geotextile Property Requirements Geotextile Property ASTM Units Type 1 Type 2 Test Method Woven Nonwove Woven Nonwove Grab Tensile Strength (minimum) Machine D 4632 lb 180 115 250 160 and Cross Machine Directions Grab Failure Strai n(minimuim) D 4632 % < 50 >_ 50 < 50 >_ 50 Machine and Cross Machine Directions Tear D 4533 lb 67 40 90 56 Strength (minimum) Puncture Strength D 6241 lb 370 220 495 310 Apparent Opening Size(AOS) (maximum) D 4751 — 40 40 40 40 U S. Standard Sieve Permittivity (minimum D 4491 sec-I 05 05 0.5 05 Ultraviolet Stability Retained 43 5 % 50 50 50 50 Strength (minimum) (at 50U hours) *Woven slit film geotextiles (geotextiles that are made from yarns of a flat, tape-like character) are not acceptable Table 02320-2 Geotextile Property Values for Riprap Geotextile * Geotextile Property ASTM Units Geotextile Property Requirements 102 Test Method Type 1 Type 2 Wove Nonwoven Woven Nonwove Grab Tensile Strength (minimum) Machine D 4632 lb 250 160 315 200 and Cross Machine Directions Grab Failure Strain (minimum) INIachine D 4632 % < 50 >_ 50 < 50 ? 50 and Cross Machine Directions Tear D 4533 lb 90 56 110 80 Strength (minimum) Puncture Strength D 6241 lb 495 310 620 430 Apparent Opening Size(AOS) (maxiinum) D 4751 — 40 40 40 40 U S. Standard Sieve Permittivity (minimum) D 4491 scc'l 05 05 0.5 05 Ultraviolet Stability D 4355 Retained % 70 70 70 70 Strength (minimum) (at 500 hours) *Woven slit film geotextiles (geotextiles that are made from yarns of a flat,tape-like character) are not acceptable 103 Table 02320-3 Geotextile Property Values for Sediment Fence Geotextile Property Requirements ASTM Supported Unsupported Geotextile Property Test Method Units Elongation Elongation 50% ❑50% Grab Tensile Strength (minimum) \Machine 90 120 120 and Cross l-Lachine D 4632 lb 90 100 100 Directions Apparent Opening Size (AOS) (maximum) D 4751 — 30 30 30 U S Standard Sieve PernuttivitcT (minimum) D 4491 sec 1 005 005 0.05 Ultraviolet Stability D 4355 Retained % 70 70 70 Strength (munimurm) (at 500 hours) *Measured according to ASTXI D 4632 Table 02320-4 Geotextile Property Values for Subgrade Geotextile (Separation) Geotextile Property ASTM Units Geotextile Property Test Method Woven Nonwoven Grab Tensile Strength (nim mum) MachLne and Cross D 4632 lb 180 113 Machine Directions Grab Failure Strain(minimum) Machine and D 4632 % < 50 >_ 50 Cross Machine Directions Tear Strength (nu mum) D 4533 lb 68 41 Puncture Strength D 6241 lb 371 223 Apparent Opening Size (AOS) (maximum) U S Standard D 4751 — 30 30 Sieve Permittivity (minimum) D 4491 sec-I 005 005 Ultraviolet Stability Retained D 4355 Strength (minimum) (at 500 hours) % 50 50 104 Table 02320-5 Geotextile Property Values for Embankment Geotextde Geotextile Property Geotextile Property ASTM Test Method Units Requirements Woven Nonwoven Grab Tensile Strength (minimum) Machine and Cross D 4632 lb 315 200 Machine Directions Grab Failure Strain (minimum) Machine and Cross D 4632 % < 50 >_ 50 Machine Directions Tear Strength (minimum) D 4533 11) 110 80 Puncture Strength D 6241 lb 620 430 Apparent Opening Size (AOS) (maximum) U S D 4751 — 30 30 Standard Sieve Permittivity (minimum) D 4491 sec i 002 002 Ultraviolet Stability Retained D 4355 50 50 aimum) (at 500 hours) Table 02320-6 Geotextile Property Values for Pavement Overlay Geotextile Geotextile Property Geotextile Property ASTM Test Method Units Requirements Nonwoven Grab Tensile Strength (irnrnmum) Machine and Cross D 4632 lb 100 .Machine Directions Grab Failure Strain (minimum) Machine and Cross D 4632 % ? 50 Machine Directions Asphalt Retention D 6140 oz /sq ft. 28 Melting Point (minimum) D 276 -:F 300 Section 02440–joint Materials Comply N�k-ith Section 02440 of the Standard Specifications modified as follows 02440.10 Preformed Joint Fillers for Concrete-Replace this subsection, except for the subsection number and title with the follov mig- Furnish preformed joint fillers for concrete from the QPL conforming to the requirements of AASHTO M 153 or AASHTO X1213. Section 02510–Reinforcement 105 Comply xvith Section 02510 of the Standard Specifications modified as follows 02510.10 Deformed Bar Reinforcement-Replace the sentence that begins "Unless otherwise specified " with the following sentence Unless otherwise specified or shown,all reinforcing bars shall be Grade 60 106 ATTACHMENT K DRAWINGS MAIN STREET SANITARY SEWER- FANNO CREEK CROSSING ELIMINATION The following detail drawings apply to dus project and are hereby made a part of the contract documents All drawings incorporated into or referenced by the Main Street Sanitary Sewer- Fanno Creek Crossing Elimination dated January 6,2014. 107 ATTACHMENT L ODOT TM DETAIL DRAWINGS CITY OF TIGARD MAIN STREET SANITARY SEWER- FANNO CREEK CROSSING ELIMINATION NOTES NOTES NOTES * Use Pre-0art3buction Posted Speed to SUeer the Correct Design Speed from the Tables below • When pa.od shoulders ad,acert'to excavations are leas man • Inslall PCMS beyond the outside shoulder when possible . Insall Flogger Stollen Lighting beyond the four feet wide prolan abrupt edge as shown outside shoulder,when possible • Use the appropriate type of barricade panels for PCMS location • Use aggregate wedge when abrupt edge is 2 inches or greater Right shoulder,use Typo B(III)R • Use six Tubular markers in shoulder taper Leh shoulder use Type B(111)L On 10'spanmg CONCRETE BARRIER FLARE RATE TABLE • Use ser drums In shoulder toper on 20'sparing 1 Detas as shown Is also used for * SPEED(mph) MINIMUM FLARE RATE Portable Traffic Signal Installation and S 30 81 Portable Traffic Management System 345 91 Extg pavement--, Y or Greeter 100 50, 4.5 121 �— SI 1 3 '_— 50 141 -- 40' 55 161 Portable,changeable B'B 118R Flogger Stahan 19 1 messaga sign (PCMS) ( UghMtg—\ —"�i0 I Mocker star I Temp Plasuc Drums I Mockers Smoulder or N aggregato base rock J 4� �• _------------ ------- MINIMUM _-----MINIMUM LENGTHS TABLE e ,e TAPER'L!(It) PORTABLE CHANGEABLE MESSAGE SIGN FLAGGER STATION W-yeah batig doied(IJns°Sh..W.l BUFFER'S'(8) EXCAVATION ABRUPT EDGE (PCMS)INSTALLATION DETAIL LIGHTING DELINEATION *speed(mph) W!00 W.12 W= v 16 2 105 125 145 165 75 .30 150 laff 210 240 100 NOTES GENF_RALNOTES FOR ALL TCP DRAWINGS- 35 Temp Pfasdc Drums 35 205 245 285 925 125 . Abrupt edges may be created by paving operations,excavations of other • Signs and other Trallic Control Devices(TCD) • Seo TCD Spacing Table 40 265 320 375 430 150 roadway work Use abrupt edge signing far abrupt edges of I Irish or greater shown ere the minimum required for max spacing 45 450 540 630 720 180 50 DD D 700 8 210 • If the excavation Is located on lea side of traMc replace the . Place Temporary Sign Support(TSS) 28`Tutxd-r Markers 55 550 660 77 880 5 B'B(III)R barricades Mth 8'B(III)L bautcades and replace the approx 10'behind bamcado See TGD Spacing Table 60 00 7 840 8 285 'RIGHT'(OW21 8C 18)elders with'LEFT'(CW21-8A-1B)Mery for max spacing 8 780 .15 1 40 5 . Place Portable Changeable Message Sign • Continue signing and other traffic control devices (PCMS)1lpprox 40'beldnd bdrrtcadu © UNDER TRAFFIC Itlroughcul excavation area at spacings shown NOTE • Placa sequential to,plel arrow a speeds low 20'behind ® UNDER CONSTRUCTION If roll-up signs are used anach the dories(CW21•e t 1) • barricade for po+txd speeds less than 45 mph • For Lana or Shoutdor closure whom W<10' Use'Lm value for W.to' plaques to the sign lace using hook and loop fasteners Place fall up&gns In advance of barricades . Place sequontiat arrow appmx 4e'baNnd * flee 1 DDD feel for freeway lane closure taper lengths barricade,fa posted speeds 45 mph or gree or S.e Orga TMB80 TM861 and TMiW2 • For work duration of greater than 3 days remove w t TT cover existing pavomonl markings as directed AORUP7 �aRVP 32x11 TRAFFIC CONTROL DEVICES(TCD)SPACING TABLE roars OR E mrtc • Arrows shover In roadwayy are not pavement logands Sign Spacing(tt) Max Channe8zing 48k4B 32.11 but directional enowc m IntleatB traffic movements * Speed(mph) A B C Device Spedng(tt) l FFT 40x48 wr.irt • All signs are type'04'flourescem orange,unless 38x18 RIGHT (As dl 37x11 mhemue shown 42x18 needs 20-30 100 100 100 20 (As noted) (Flop+p sign) (Ae needed) To Ge accompanied by Ong Nos TMB?0&7M021 35-40 350 350 350 20 (Mount on TSS) ciL aQox RoTM09 01 Al -----__---- oesumFr+Froarnara---------------- 45-55 500 500 Soo 40 Abrupt edge NOTE AN malarial and wmkmvnsNp.hO be In eccmd---M ei•—c—Dr°pw swWard sp°dscati— Freeway 10DO 1500 2840 40 ,:/ ,� j.— ~ The solectlonand use o/this OREGON STANDARDDRAWINGS Standard Drawing while designed NOTE 2 e8(III)R 2.B'B(BI)R In scGordance with generally TABLES,ABRUPT EDGE AND • Place troMc control devices an 10 fl spacings for Intersection and access ratio I I accepted engineering principles PCMS DETAILS ml �'' 11.ml 1A m1 � and practices Is the sore raspon Do • When necessary,sign spacing may be adjusted to tit site conditions sib sly of the usor and should nor P008 OO Limit spacing&*sunams to 20%of Ihe'A'dknectIon for speedl<45 mph be used without cwisulang a ,y.�t ecvrsax ewers+ Limlt spactrg adjustments to 10%of the'A'dUnonsl0n for Speeds 245 mph Registered Professional Engineer 41< —mai 1. Oi-0r•tprr f1EYISEa NOTES TYPICAL ABRUPT EDGE DELINEATIONRRev"o re�c°d`oMeTG w or airs ax\1SEe Oruv4NO U NOTES Effective Date; December 1,2012-May 31, 2013 TM800 4'wide alflpes and temp 4'wide stripes and tamp Temp reflective pvmt markers tlYx4•sl reflectWa Pvmt markers raflacWe pvmt markers " Tamp reflective or flexible pvmt markers r 40' I21'_1 "a I .� �--40'--f 900 e' N O LAYOUT"A" LAYOUT"B" LAYOUT"C" LAYOUT"D" 7 (Supplemented double solid lines) (Supplemented solid line) (Supplamemed broken lines) (Surndamd broken goes) 0 c v TYPICAL APPLICATIONS TYPICAL APPLICATIONS TYPICAL APPLICATIONS TYPICAL APPLICATIONS 0 m •To prohibit lane changes or passing(Include appropriate signing) Alignment shifts or crossovers Freeway and mulhlono broken lines -Ourinyy staging on MN lsheekistIng sunacee ,,,1E •Freeway or muNlana shins and crossovers To discourage lone cnangos In muk4ene sections High ADT 2 lane roads(greater than 10 000) -HMAC Inlamnarllade surfaces -Far projects In plan through writer months For progocls In place through winter months For projects In place through Winer months -Emulsified asphalt surface treatments(tlilp seals)where pormananl povomnnt markings cannot be placed within two weeks GENERAL NOTES FOR ALL DETAILS • Yellow BI Directional Pavement Markers roquvod for Two-Way Traft 4'wide stripes with • Supplemented lines are pointed lines enhanced 1Y space between lines / �S olds stripe with Ra1lecUro Pavement Merkera Simulated lines are Resectwe Pavement Markors ` Temp reflective pvmt markers • 4c I^� placed In a pattern to subsmute fw a painted lino—Doubf .e tamp reflecWo pvmt Pavement marldngs colors shell conform to MUTCD I II �Tcmp refleciHa pvmt markers markers on 101 spacings On 40'spacings LAYOUT"E" LAYOUT"F" LAYOUT"G" O1JUL-2012 cu.c coo"rro (Simulated sNld Ines) (Double solid Imes positioning guide) (Supplemented solid kno) N01'E Atl mAlerW wwcM1marana arml b.in rin Ne—1 OreW Swrd"rd SO4cllcrin,— Thr selection and use of this OREGON STANDARD DRAWINGS Standard Drawing while designed In accordance with generally —( TYPICAL APPLICATIONS TYPICAL APPLICATIONS TYPICAL APPLICATIONS accepted engineering pnndplas TEMPORARY PAVEMENT MARKINGS and es,Is the sole respon- Adlgrcrossoverst blIAS or crossovers -To prohlWl passing(prelude appropriate signing) (lore area siblllry of the user and should not C? To discourage lane charges n muggane sections -2(aro 2 way centerlines 2008 p •Edge lines for sten durations,less than 14 days be used without consulting a DAIV AEvgm"as:xumwr Registered Professional Engineer 0141 m10 aFVIW0Vb %GAND007E: 0741]011 ADDEOWTE er4120rf nC1TSfA DMwM:ANO NOT Effective Date: December 1, 2012-May 31, 2013 TM810 4'min•8'max GENERAL NOTES FOR ALL DETAILS • Ali non-reffectortted surfaces shall be while EE Sandbags(approximaldy 25 Ile sack 21'min Ie'max 6`.��• E • filled with sand)may be plawd on lower 6 Ay �5•�,� �'^�{ � � frame to provide addntorrol behest. 5 . For ralls less Ow96'long, 1—J �E 4'wltlo stripes shall b9 used While and orange White and orange • flans must oe a'Mn to 12'max In neigrd encapsulated lens encapsulated lens - White and w-ge 6 shooting on rall sheeling on rag �c s, d•, encapsulated tens "r E . Use barricades from ODOT �f // q5 c .."on ran Ouabflod Products List(OPL) y`rg, j,�, • Use 4 Type III barricades wnere horizontal J 3 space Is United Extp ground ————— — Extp ground lv E Extg ground ,,, civ TYPE I TYPE II TYPE III m E BARRICADE RAIL LAYOUT NOTFS Markings for hankads MIs shall slope downward at an angle of 45'In the direction traffic ei to pas- Where a barncado extends entirely across a roadway Traffic Traffic Barncade d su a deabops le that the stripes sldownward In the Barrlcado type dnacdon toward which arafftc must Wm In deiwrhV r—Indicates barricade placement • Where both right and left Tums are provided ler, T / on the roadway slope tho chevron sI9*Q downward N both B(I I I)R directions from the center of the barricade • For IUD roadway cheures,the C or LR barricade LT SIDE•L RT SIDE-R may be used Extend barricades completely aeron roadway,unless arose Is required far (For approaching traffic) (For approaching traffic), road users BARRICADE NOTATION • Gun ao_wWA enlEltrE assent tv.r� 01�IUL-201 t ___ ___NOTE Am out..W eW—W—.*dnd be In.cmdrrc.wM M swarms Of gm GevNWd Sp dtaamu TmMlc Troalc ThesefecironandUbeofgas OREGON STANDARD DRAWINGS Standard Drarice ingwith whilegene designed -II Inaccnrdancefwlltgenerally TEMPORARY BARRICADES accepted engineering principles and practices,Is the sots respon CLOSED-C LT!RT-LR slbiltry of the user and should not 2008 N (For approaching uaf8c) (For approaching tratflc) be used wrdrout consulting a rurL arvtsxur oescaitma+ O Registered Professional Engineer D1 e'er' ca Auo worn oaAvm+ae Aho ubrFa DIAGRAM FOR BARRICADE PLACEMENT AND SLOPE MARKING Effective Date: December 1,2012-May 31, 2013 TM820 NOTES NOTES- . Use Double Post TSS for a total Use Single Post TSS for s teal 48'x 48' 'x SIAN 37' sign area of 9 sq h or less 2-3!I)'tlb boltsY) il sign nyp)—� �•' sign area of 40 sq h or lass per support(ty01 Position el le t TSS 10'behind an 8' Pos+llon double post TSS 10'behind art 8' 7Gx 3G —, nB P�(4'-where apace b 8mned)Typo(III) (4'-whore Epee Is limned)Type(III) bamcads,unloss othehvlse shown 2-•w'dla,bolts EkJ"lryP) barricade except for Installation of AN 4'x 12' 'BUSINLSS ACCESS'signs 2-t,x 3'lag screws 4'x 4'x 10'per support(typ) a DO NOTTIP OVER TSS 2 3/8'die boltSandba s 2-7x 4.O AS•anglo • When not In use locate TSS a mbtimum of 30'from2-'i'x 3'lag serews persupport(lyp25 Ib maxleack) _ the roadway and turn away from traffic,or,turn a coveras t o max 2'x 8'x 37' sign and retain the Type(119 bardtade for delineation 2'x 4'x35.14a 45'angioSandbags 2'x 4'x 6' 1-•t-.3-lag • Use either Douglas Fh or Ham Fir,which Is surfaced (251brsaek)saow per side(ryp) four sides(SAS)and free of head canter(FOHC) (as needed) 2-•b'x 3'fag4611 3' 78. 1 �2-�l dm hohe • Sae'T 4-'•'x4' 4-x.'x 4.109 ocrewS laq sa 3w emporory Sign Placement'dotal[ lag screws t-_:eI•.Dolls 4p• per side(�) per side (typ) for Stan aistellatlpn helghts1-2'x 4' . 40• �_ 1-1r'die bolts N 4 2'x 8' `-•--•-1 lit 2-+r'dia hilts'Sr1-4AN 4' 1-1.'die bolts 2.2't 4'14'x 41 4' C 2.4'x 4x 54' 1 2'x 4' v4' N DOUBLE POST SINGLE POST E TEMPORARY SIGN SUPPORT (TSS) TEMPORARY SIGN SUPPORT (TSS) NOTE NOTES • Avoid Incotlna sign supports In areas designated for bicycle or padmut trait When TSS or post mounted signs are 0191I additional holes so sign can De rotated u4 located on or over a sidewalk or bicycle Iacillry Install secondary 10' 2' SCh 40 Alpo 00 degrees and pinned when not In use sign(rider)at a mlNmum height of 7'-0'from top of sidewalk or I' '-1 bicycle facility to bottom of deer �r 6'max r 36'x 36'sign • All ewc,ural steel aheA conform to ASTM A38 IL (max B sq h of (.r � total Sign area) • Support h's beet 32'and 42'tall'P'border 1 Uso for supporting a maximum L 2':x 21A'x;i I 9 AQ h of total sign area 94.' f,, r sol,40 wDe Placa support at connection between Y.dia 2'(mn 1 8'-t2' heed and wthlIp L 2'�x 2W.•R 7 2S5'SCh 40 wpo �concrete border sections \"`444--- }a Weld eleel ca:y(AWS) t)Amerxon Welding Sodary(AWS)D 1 1 Conc Bardet Do not use dipped Signs a � E � § 4 t. E c U � $ � ntronr o.rz w' 01-JUL-20 f 2 WA ___ ex•eurc NOTE AY T.1aM1 aro--i,—*No 1'min p.naO 00haCCDid:aLO w,ln M anAm Orton Mamard Spuoara emn � The salrclinn and use o1 this OREGON STANDARD DRAWINGS _ Standard Drawing,while designed 1 L 2-112'.2.12'.6118' In accordance min generally TEMPORARY SIGN SUPPORTS 13W accepted engineenng principles -.-( and Drecticas.Is the sole respdn URBAN AREAS-NO CURB sibllrfy of the user and shtwld rol 2008 DO URBAN AREAS WITH CURB RURAL AREAS-CURB OR NO CURB be usedwthoul consulting a DAr W • suwrwN Registered Professional Engineer 0147FIo aeue01100s 04-01 7011 111"Sm oft"ANG"a NOTES TEMPORARY SIGN PLACEMENT CONCRETE BARRIER SIGN SUPPORT -0 5011 ftvrAoaN•-a DNolE9 clairou acvtsto oNnvn�+a —?Q,? acviseonores Effective Date: December 1,2012-May 31,2013 TM821 NOTE NOTE If closure is lose than 1500 R from inlotsecifon Install If accesses exicl between In,ersection and porn of 'ROAD CLOSED TO THRU TRAFFIC'sign as shown closure Inslall'ROAD CLOSFD TO THRU TRAFFIC' on the'TYPICAL ROAD CLOSURE'configuration ROAD sign as shown CLOSED 40x30 i Typo'W1' I % I (Mount on TBS) i I III � l �aROAD D �I �t�l ROAD �1 I -- ———— J� I �I ��° 1tIt � `-- —� — L� � 4ex4e—�—J z•D B@ALR J''� '•' "' —' '+ 411.18 --� r�----------1 ~ I I—A-4 ------ ------ ,X ROAD I 1 t 2 a B014LR IRM 24,,1224x12 I I� CLOem I I ngll ve�u� I I wnmm 1000 FT I 11qu rwsn0 W x Typo'Lh•1' iZ 8 24x24 I I Type pex!0 ROAD 48xe Type vxt' I I 40x48 i (Wpunl on TSS) CL OSFD Type-W I I T3S) I I CLOSED ROAD w 24x12 I j 1 o T 21x S I I .xry 24x12 I 48x18 48x30 Tyype wl' 1 c I I .8 tdyp 4 WI 2-8'B(IR)LR I i 4B41e (Mount on TSS) i i I I (Mount TSS( •po� \` 200'I I d I ROAD 7 t 21x15 CLOSED I 48x18 I I t Type"W11 d8rJ0 I (Maunton T5S1 I I I TM*+ { { rYPe'W1' I LL 2.8 BIIInLRI6Ux30 --- fualuI O4rssl ,B(8QL 9'BpsIL Type wi' ------ (Mourn on T63) ----------— 4x1 2 —2 24x,2 --- -•• ......., •� _ __-,. rnn ur+m0 I I toter YP.'WI• — --- ----- -- 1vPe'W1° I I 8' Type B'B piQl y !t 48x18 — — Type'.!' I llsYe�+}9 Type"W1' I I� C0D9LD 48,10 I I 21 x15 I I�^ I I 5pp F7 Type'W 1' \ I� 24x12 I I 48x48 I._ 2�i24w1' ROAD 98:138 I \8 Typo'Wt' wbRR Type'R' AIIEAD DETOUR 21x15 ' t5l0 FT Typo•WI• 40x48 46.48 TYPICAL ROAD CLOSURE WITH DETOUR TYPICAL PARTIAL ROAD CLOSURE TYPICAL ROAD CLOSURE GENERAL NOTES FOR ALL DETAILS 2B'Tubular Morlwrx cuc eooxao._—_ WA owwuraneraar o4.4 ____OWAN 2012 DETOUR 24412 DETOUR 24x12 DETOUR 24x12 gee TCD Sparing TANG an NOTE M mal4rol 4r1a rvrwn4n4nb snav 1111 hxccorddrrn wxn 24x12 24x12 24x12 • Use a minimum of two Type III barricades TM800 for max spacing ow","0,.9.SW ftd Sp1x11nwro NORTH Type-W NORTH Typo•B• NORTHTypa N'I• lore road closure Fpr fullroad dOsurce, UNDER TRAFFIC OREGON STANDARD DRAWINGS 20 24x24 24.24 n n 24.24 Ina C of LR barricade may be used The sefecll Drawing and use this Type'Wt' 5 Typo'FI' 22 Type•WI• • Place additional signing at direrted UNDER CONSTRUCTION Smnderd ncewiwhile allydesed m accordance win generally CLOSURE DETAILS K ® a ® accepted engmccnng le ies os TO be eaompanilod by Drg Nos TM820 and pracOcee,Lv fhe sole respon- N 21x1521x15 21x15 &TMO21 srbfty of the user and should not 2008 0 Type'W W. Type'0' Type'W1' be used Lvrthouf consulting a Registered Protessrona/Enpmeer 0741 , mm&e t TFS., nmu TYPICAL TRAILBLAZER ASSEMBLY 4r4rer4 �sLaaw+wesWo ams Effective Date: December 1,2012-May 31,2013 TMB40 !t fit A R J➢-1YYIh IM,➢ j11 f it C T t f Ara L., o0 4&48 — nxnu¢o A 7^• 1Bz1a � 40x40 ___L A ----�,� •'%, •r �IAAIm•B - .�� FLagger � w,2. l �•----- � a-- --Bulier'B• +�� SoquanOal Arrow— —Taper. e'OnIgR e'B(III)R--Y' l• A 5 �`' z Sequemlal Ar ow_ N i I ,arJe —Bolter•B' 9'B(III)R c m $ A I I Taptt.� 'I 0 N 1 3 �--Taper. I B O '�' TUBA 1� 3 _ A aBcJB Ero A m eT— &24 I I f A 41b.1B + r 4srAe xn.n�wrnxt 1 JB>P. 4BQ4 til A 4Bx46 ` C Je.Za B .'.�. v B n➢•0'o�a I �'f}0`'° B r u I I aoaJs 2-LANE,2-WAY ➢ee 24-ANE 1-WAY 4aO8 1 f �� ^JO 1 I SHOULDER CLOSURE 4W8RIGHT LANE CLOSURE ° 4a.4e c na➢ ,�`.n I I ae.ae wia A — 1 t1 t — A wmrM. neo I 2-LANE,2-WAY ,exie 4-LANE.2-WAY `➢ °O 1i4 tit ONE LANE CLOSURE RIGHT LANE CLOSURE,NEAR SIDE 1 1 3 4ex2J -�• A "� 4ea4a — , saA➢woia Jeal. GENERAL NOTES FOR ALL DETAILS 04e I . • Additional TrefBc Control Measures(TCM)may be required for all Iaga of the Intersection 9rxtusneal Arrow I Saqu.ntW Arm.. • The'BE PREPARED 10 Sl OP*sign eha8 be used only In ceryunctlon with the FLAGGER symbol sign B'B(IfgR /— • To datermm Taper Longth('Ly and Butler Length(-Bo)use the WINIMUM LENGTHS TABU-'on D g 1161800 For left lane or shoulder work place TCD to dose left Lane or shoulder Use'LEFT LANE CLOSED AHEAD•sign 'LEFT LANE ENDS'(W4-2L)symbol sign,or 81 EFT SHOUT DER CLOSED*sign where appacatxe _ - To delermne sign spacing A B,and C use'TRAFFIC CONTROL DEVICES(TCD)SPACING TABLE'on Drg TM8O0 When a through road intersects within the work zone place e'ROAD WORK AHEAD'sign in advance of the Intersection at sign spacing A ♦ . Use plsetic drums m lane closure topers when the posted speed Is 45 mph or greeter d Je-W h.I r� .cin • Where shoulder width Is 8m11°d Sequan8al Allow maybe Wooed within the lane closure taper [b � T I I A Type $ JOt00 r 48,2,•0 19Y2µ µ14r Type I I `+`•'• Sequential Arrow 1°I"' cue goo.tro N/A e,rs�rw ru'oar aAm Ot�lUl-2011 30.30 9'Bllll)L ' �— 20'Tubular Markers —____ Typr'Wl' � r' See TCD Spacing Table an NOTE Aeme�rww.au+arwpawam•aaeeK.wu+ 0 TMB00 for max.spacings ne ox t Orson 51 Id sp«rkArl m I I O w I k µease 28'Tubular S Markers OREGON STANDARD DRAWINGS A Soo TCDCOSpacing Table on The selection and use of this 111 t It D µmer .a.21 I L TM800 for max spacings Standard Drawing,while designed .,➢ B C_' UNDER TRAFFIC in accordance with generally INTERSECTION WORK ZONE DETAILS 1 I uw I I 4o.aa accepted engmeedng principlos UNDER CONSTRUCTION � end pracflco-4,rs the sale respon- io.4a 1 1 t f C To be accompanied by Dig Nos TM820 :drty of Me user and should not 2DO8 DO I I I I - „ TM821&TM840 be used vAlhout consrdting a DATC REOW0. 4-LANE,2-WAY 4-LANE,2-WAY .ease ReglStared Professional Engineer oro' °'� set c.., M"N0 RIGHT LANE CLOSURE,FAR SIDE LEFT LANE CLOSURE,FAR SIDE Effective Date: December 1,2012-May 31, 2013 TM841 �1 � I TII h I C 1141 c JQT I 11 t l SX y 1 .exae B I 1 • as .8x24 `I I 4(1,411 A 4(1x,(1 A I I A I I„ I' 9 4txt4 1 I� A © .e>t4a �I N 24x2. ti I I ry��.M, 48x48 F- I I Type'W2' �' � Bn'�L (Mount on TSS) � � yljt �-- j� JINI •I � MINI I ___® 7 8'B(110 2 I ~e I L p f({�h I I I I 48x48 -' Typo W2• �-g gpIP (M 01"I on 795) pfouuoT99) yW48x48 Tpe (Mount on TSS) Type 8'80II)L L' I 1'. I ----J C ---- -----J ---- Co a B'BQIOL I F JI1° O x-a�.pu �I I " �� t 2-aenlgR I I tf 48x2(1 I 46x48 I 1 1 70>DO 1 I� rwu�w I I �&B(III)R IIA rm T09) I B I I I 1 it I c l 8 JIN 1 ^i q JIN F" I •� I I I ,wxx r 1 t I— 4(1x48 p„�•V A ,r1 I�A 48x46 -^�I ,, 46246 4 I 48x24 I I� qe.e 48x2(1 I 1� euro riE,D 1 B 46x18 i 1 t I� B 48x48 Ilyt1� 4 2 LANE,2-WAY ROADWAY WITH LEFT TURN MEDIAN 2-LANE,2-WAY ROADWAY WITH LEFT TURN MEDIAN 2-LANE,2-WAY ROADWAY WITH LEFT TURN MEDIAN LEFT TURN MEDIAN CLOSURE RIGHT LANE CLOSURE,NEAR SIDE RIGHT LANE CLOSURE,FAR SIDE atc.eookao _-- Wn----- 0�5CI MPORTaAn: ___ q'.�L-2To ----- GENERAL NOTES FOR ALL DETAILS ® Signal NOTE AI m.l•rinl end•oitmwiuhp stw.min.aa(au rias 'm cement a.aoa Strd rd ap.d5ratlml • Additional Traffic Control Measures(TCM)may be required for an logs of the Intersodion •.... 28'Tubular Markors • To determine Taper Length CL')and Buffer Length('D')shown on this shoot,use the'MMIMUM LENGTHS TABLE'on Deg TMR00 Sou TCD Spaumg Table on OREGON STANDARD DRAWINGS TM800 for max spacing The selection and use or this • When a through road Inlereras w thin Ina work zone,place a'ROADWORK AHEAD'sign In advance a1 the Interseotlon a,dgn bpacing A •• o Temp-Plastic Drums Standard Drawing,while designed • To dolennrns sign spacing B,and C use•TRAFFIC CONTROL DEVICES(TCD)SPACING TABLE'on Deg TM000 See TCD Spacing Tabla on in accordance with genoralty SIGNALIZED INTERSECTION DETAILS TM800 for max spacing accepted ongmooang pnndples • Tubular markers may be toed tans dawn lepers where"posted speed is less than 45 mph © UNDER TRAFFIC and practices,l4 the sola respon UNDER CONSTRUCTION slMhty of the user and should not 2008 N be used wthout consulting a e ntvetxei canon Registered Professional Engineer mar win w.o a,wi% +ol.b To be accompanied by Dig No`TLI820 0+ t t—I At my o p+uwn 8 TM821 Effective Date: December 1,2012-May 31,2013 TM842 I I I I �� TI 1'0 �tit I -I 111 t)t 111� ft1 Illlyttl I I I I I 1 ( I 40x40 A I 1 1 I' 4ri I A 48x48 I� I� 9 newoxx+u 46.849 A I ly A aoa+wa T'-'� JIN .. 48.48 I I 2 48X'24 1 I I 2 48rQ4 rtn � 1 I 1I 1 II II ® �� I 1 '�• •-2'8'8011)L ;6x46 E m I I I T�M. 2. I (Mwnt on`T6S) 94x94 N _ Type y/9' (A•oanl on TSS) I I I I Typo W' 70x48 • \ '/ 8'8(III)L I I ID 2 B'B(III)L (Mourn an TSS) �� 1 6'R(III)L �...- 8'BpIgR T 24.2-R• r' 1 (MoI Sequen"Arrow— I W ots on TSS) ( I t m 8 B(IItJL l e t i r' 1 1 I a'B(III)L YQ. 48x401 I 861I,L a (r L&QuCnt,3I Anow48x46 I I I � im •t (M."onTSS) (M �`�• I t�.ax`•`o 4@c48 B Ql11gR • I 1 Mn I I` SIN (M-ni on TSS) 1 J—r I f n�w'arsa �I ) I I q �a.0;' AT 48x40 I ,ri.'6'• I >rlw 30x30 A ,ex2n I I� rva 2 I I A 8'B(IIq LR I I I Typo nNt• 48x48 I I 48x88 ( 1 rurr wwmec I� I I eexzn TI3ox30 ae'Bp10L ,, Im y I I Type 1 ori T I I+I 8/ V I I I I 8 49.48 (Mount on S31 ;two 30+00 Jlc•I a Typo W,I I� 40,40F I I 4&.oI I 1 1 C I I� A I I 1 I� I h t !1 �, it 48x,8 ,ox94 I I 4°x48 C l I I 48.49 ( 11!�tit 48x41 1 1 1 I- 4x»48 4-LANE,2-WAY ROADWAY WITH LEFT TURN MEDIAN 4-LANE,2-WAY ROADWAY WITH LEFT TURN MEDIAN 4-LANE,2-WAY ROADWAY WITH LEFT TURN MEDIAN 4-LANE,2-WAY ROADWAY WITH LEFT TURN MEDIAN RIGHT LANE CLOSURE ILEFT TURN MEDIAN CLOSURE LEFT TURN MEDIAN AND LEFT LANE CLOSURE LEFT TURN MEDIAN&LEFT LANE CLOSURE,FAR SIDE CALC 500K GENERAL NOTES FOR ALI DErAJLS © 31gnaJ NOTE Ad materiel rm woM1morxhO enm laMnaadancs ryh • Addllional TmMi;Control Measures(TCM)may be requlmd lora°loge of lha Intersection ... 20'Tubular Mwkera me—rent O,opon 6t.md.Md Bpotikao— To determine Taper length('L`)and Buffer Length('BI shown on this sheet use the WIMIMUM LENGTHS TABLE'on Ong TM000 See TCD Spacing Table on OREGON STANDARD DRAWINGS 7M800 for max spacing The selection and use of This • When a through road Intersects wMhln the work zone,place a'ROADWORK AHEAD'elfin in advance of:he Intersection at sign sparvq A ramp Plastlo Drums Standard Drawing while designed To determine sign 4pacsng A,B and C,use'TRAFFIC CONTROL DEVICES(TCD)SPACING TABLE'on Org TM600 • • See TCO Spacing Table on In accordenco with generally MULTI-LANE SIGNALIZED • Tubular markera may be used in lane denture tapers where the postod speed Is loss than 45 mph TM800 for max spoang accepted engineering pr ncrplos INTERSECTION DETAILS 3 © UNDER TRAFFIC andpracftcas,Is the roto respon- sibility of the user and should not 2000 Do V17M UNDER CONSTRUCTION tJe used wl7holrt consulting a tl gE11510N OEaCfaP710N Registered Professional Engineer m 4l i Renato n"AU 4.b r1nTLa To be aceompaNed by Drg Nos TMt120 0;0;zc;e REw18Ee ORXM1,Mol res _ 8 TMO21 4r r r419 RkMSEeeR 0 Effective Date: December 1, 2012-May 31,2013 TM843 NOTE NOTE •May be used on roadway wilh pro-convtructlon •Lash work to one corner at a time posted speeds of less Iran 40 mphDETOUR D OUR �� D U R D�R to minimize the pedeatnan dlabuptJ0M 11, r 00x24 DOt¢s onoSL r1cR[ 3044 70x24 ClotEn DCTOUR 1 (Mwnt on NOW (A/wm on BOOR) (lAD1p+4rl Banti (r+ot+u on eDURI r� J Type Wl' (M.'V on B(InU 24,2470.21 Type'Sv,' (Mount an Banti (Mountar,BpnLR) See INSERT`A' y a0'min I P.O..tNn DETOUR I I C.a,Ica r.mon 4i�• � I t7fe7N1! QOSFDI30x24 .--1 I I BIaEY(41J( f—+, SM NBERi B (Mn-i on B(19R) n ClOSm P d*wL n Umrx,.asaean xe'W P.1¢4 r� I Type'Wt*l' Type W7` �i100 DETOUR I (Mourn w B(IIILR) (Mo,xxonepnLR) n R Rano 1 I acevu.Loan '7 3W4 chsT-tusd.. O IMoarx a,BpgR) OMu _ M11YA1 Cross REnI CLOSED —A /1 C,--b dbn 24x12 6416 DETOUR Dwla. Typ.-WI Typo M. nor fir•• (Mount on 8611 m (Mean on 6011 3m¢4 Ix Rego 1 (Mount on BOOR) ROADWAY �-----7 ` _ "[ k DETOl1R SIDEWALK DIVERSION I I T � DETOUR +� 3W I I 3W4 fA073 HER! ———_ Ptaruu an B(tnU z.xle I I IMaw an Oln)U Typ.wl' lvwru on BLUR) I I DETIXIR I atau eanu Tye;art Woo. Boom I I I I I (Mauro an Bnnw I PCI--j- 00" C I i I (.boas Doug I I PCD 4_L oromn _INSERT•A•_ SIDEWALK CLOSURE,MID13LOCK I (0—Dat.la I GENERAL NOTCS FOR ALL DETAILS L 1 INSERT B' —— SIDEWALK CLOSURE,CORNER �———— I • When closing or relocating crosswalks or other pedestrianNIA ..��b2 P[PORr p4TC U1JAN 2011 Iwhtles provide Acomptlam facilities Include sccessW4 © UNDER PEDESTRIAN TRAFFIC tAtt � ___- DA -_-_--- ------------ - 19elureaconsistentwithexts:ogpedoolrlanIacel,lasbywowding NOTE A7musnnswwarurwa.pwWb■tn,,.....—&h PsdnoLm f-- adoquo a slope Iran bons and surfacing r= UNDER CONSTRUCTIONCA-ntheLwr.rY Organ BwlGad 6p.dtL IJbft �•� Provldenon-Op coInch mtninumwide eudacothrough entireon end use OREGON STANDARD DRAWINGS —1 pedasblan route Ir not possve provide&W x BD'passing PEOFSTRIAN CHANNEUZATION DEVICE The ord l spaces every 200 Joel Ha rout To Orawyng,while ties designed ong N To be accompanled by Drg Nos T'M020 in s=rdance wrlh genorafty TEMPORARY Only TCD for podestriarm are shown Other de aces maybe a TIAM =spied anglneering pwdples PEDESTRIAN ACCESS ROUTING necessary to control vahltular t mfc, and practices,is the sole respon- srbill of the user and should not OO Stege work as necessary to provitle a temporary pedestrian IY 2008 .p access route elell limos For roadways with rw evadable dolmas be used wilhoW consulting a wre tdr lir. Iql+ is maintain one open mcewaac at an bmos Registered Prolesmonal F_ngrneer Dia,-Sol r,c+eco pruw►4 urnl.oTrs RIGHT OF WAY . Minimize pedestrian out-oftllrectlon travel SIDEWALK DIVERSION Effective Date: December 1,2013-May 31,2014 TM844 NOTE FRO I •Continuo MOOSE GRAVEL' O tw O � O NOTE a D a o C "o� •Continue'ABRUPT EDGE' "oT noT Continue NOT PASS' Peso r.:' Pea Pt59 res' slgnhil throughout the end'DO NOT PASS' "" 0 36,8 9GY48 ^,Ignlno lhraughoul the 98x98 980(48 96x98 area at spacing shown 98x48 Type-W1' 98x90 Typo-W198x98 area at spacing shown Type'Wt• 40.18 TYPO-W l' 90x40 Type W1' Loose sand SS ml I_ k nil I h ml I 500' y rte F_ '4 ml SOD' or gravel area ------- — ----{--- ---- — Overlay UmR { Abrupt edge { { { { --f--- ----�---f-- -- ---- _=---_�_-_-- Loose 500' ml 'h no ',rm or gravel area 500' Sr M, '4 ml '�M' 43.&48 comeas Ms YD°" BUMP 96x40 98x48rn rf •er,rx48x48 Type"V 48x98 Type'W1• 98x98 T sun• 38x48 own• 98x48 ype'W1• 48x98 Typa'WI' 18x40 Typ°'W1' 48x48 48x18 2-LANE,2-WAY ROADWAYNs n�ded) 2-LANE,2-WAY ROADWAY LOOSE GRAVEL IN ROADWAY OVERLAY AREA � NOTES NOTE 0 Place Advance Flagger and eddlillonal signing when traffic queues extend • When using pilot cars In adm8on to flaggem for E beyond initial warning signing OR when sght distance Is restricted paving operations Increase Tubular Marker spacing O aE r,Gn • Robcato Initlal'ROAD WORK AHEAD'sign In advance along cantedins o 200'within the Work Area •arc o1 adrlilional'BE PREPARED TO STOP•sign End of trafOc quoue SAD Sight dlstnnce Emit -J L ---------- 98x48 48x46 875 _-------- -- A tODz A 8 C f--- --- --- l ---E--E----- — 48x24 { yI { { { C 0 A C 6 A I 100'_I Taper Buade u Y xo+o rr C B A A 1O^' •rvsi '•�K 100'1 Te w uffe BuBe T or 2 ac•° ro °r •.aw 48,48 98.40 48x49 48.40 48x48 48x48 Se'D (Rataeetae Sign) (Hhat sign) "„� '� 40x24 End of traffic queue rim to 4rar t Move sign during exlanded re llc ucuas 48x48 411x40 48.48 Move sign when sight distance Is restricted 2-LANE,2-WAY ROADWAY EXTENDED TRAFFIC QUEUES FOR ADVANCE FLAGGING ONE LANE CLOSURE ride aoac ra ____ WA ____ aescuw ncpon oATs ____01_1AN_2012 GENERAL NOTES FOR ALL DETAILS .....28'Tubular Markers NOTE M male�W°nd.vmlrrarm,lp Stull Da h 4c9m6�.+ra din • The'FLAGGER•symbol sign Shelf be used only In To determine Taper Length rLj and Buffer Length CB*) on 20'max spacing Rx+armr4 4•µn st n.rd tSpdxinc.utwut eonLnelext with'he'BE PREPARED TO STOP'sign use the'MINIMUM LENGI HSTABLE'shown on Dig No TMBDO for fiaggor tapers OREGON STANDARD DRAWINGS •Signing and othm TCD shown to be installed in conjunction To determine sign spacing A B,and C,use'TRAFFIC 18'Tubular Marken The selecaon and use otth s i^the work areas shall move with the work areas CONTROL DEVICES(TCD)SPACING TABLE'on Ong NO TM800 Sae TCD Spacing Table on Standard Drawing while designed •Cover existing pas',Ing zone atoning,rut directed T M80D for max spacing in accordance with generally In1ts8 to npomry etripl p as requVad C UNDER TRAFFIC accepted engineering pnndrples 2-LANE,2 WAY ROADWAYS ® UNDER CONSTRUCTION prectrces Is the sole raspon 00 CONSTRUCTION UNDER TRAFFIC sibl8ry of the user ertd should not P00B Ln be used wdhodA consulLng a °Are Revs"Msawrnrd Registered Professional Engineer w ,hew neas•o w.Ee To be accompanied by Org Nos TM821 9 v Mi9 Pt�*s:o eotl:s °rci rocs rnvislurw,wu•o Effective Date- December 1, 2012-May 31,2013 TM850 NOTE. NOTE • For ion shoulder work,place TCD to dose the lett shoulder For left lane work place TCD to close the latt lana Use'LEFT SHOULDER CLOSED'sign Uss'LEFT TWO LANES CLOSED AHEAD' 'LEFT LANE CLOSED AHFAD'and O 'LEFT LANE ENDS'symbol signs or <9> I I ®�® 48x48 40.40 4ex4B 4ax48 (Mount ai TSS) tMeua on TSS) (An needed) --Ir—9d � _ —t ads — � 4 SO'e �—gl� Arrows 3dt 8 BQII)R needed) — --------- --) -- F� ----)—`i�s--- '=-- -- -- ------_— X. ca- F B ) A� Buffer Buff £ F ) C F —B ) n 3 Taper A A A re Butter aueor •g .B. —L.� L o• B a aom 2.8'B(III)R `•-2-1'B(IInR `Sequenflal Arrow N 4'mx Wxa• M..P.nMR 4!b I i, i Pnb a J ♦iSno 41x24 wa •w 48f14 48x48 48x48 48.48 48.t1 4801 4808 48,40 (2 Reed) (2 Regd.) (2 Ragd) (Mount on TSS) (Mound on TSS) 0 c $ 4-LANE,2-WAY ROADWAY 4-LANE,1-WAY ROADWAY SHOULDER CLOSURE TWO LANE CLOSURE I,J\ef0 9> 4 _ or r.° � 4SX48 14, 48x48 O 4¢x24 •u e.onc (Moura on TSS) 48x484px46 Taper A B C 11,24 (Ae needed) an TSS) 1 ————— z e BgInR sequon 8,s(l)ow { B(llgl (Mw� d - - t——F=——f—�z• Bequantlnl A ow —— F —— —- ———E — ——j ——— Soquenllal Arrow A ) C w B A 3 Taper Buner Bu1ar C g A ---IF T r Baer Buried 8 0(IInL 'B' 'D' L B• e' un •o.P•ica. 48.24 4�` ww 48x48 48.48 48x48 4-LANE,2-WAY ROADWAY 4108 41.48 4ex4B 4-LANE,2-WAY ROADWAY EXTERIOR LANE CLOSURE INTERIOR LANE CLOSURE GCe00NHe N/A---__ O=UNEaEI-WTaATE 01-JUL•2011 'Tubular GENCRAL NOTES FOR ALL DETAILS See TCD Spacing MarketsNOTEon NOTE N mNw.0,"rarW.4 d4Pha�ME.. xaera•en To determine slgn spacing A,8,and C use'TRAFFlC d.e axrery eased sr.Pea specBrstlaiu • Install temporary striping as directed CONTROL DEVICES(TCD)SPACING TABLE'on Drg No TM100 Te mpt Plastic max.sparing • . Temp Plastic Drums The selection and use of this OREGON STANDARD DRAWINGS • Signing and other TCD shown to be Installed In conjunction • Channelizaton dwkes may be placed at td spacing around the See TCD Spacing Table on Standard Drawing,while dasrgned with the work areas all move veldt W work areae Work Area for emphasis or it the area rs exposed to traffic on TM800 lot max spacing m artoNance with generally both sides slmutlaneoueh NON-FREEWAY MULTI-LANE SECTIONS • To determine Taper Length('LI and Buffer L.engOi('B*) © UNDER TRAFFIC accepted engineering principles —{ u.n the'MINIMUM LENGTHS I ABLE'on Ong No TM800 and ?� ® UNDER CONSTRUCTION practices is The solo respon- tb sibdiry of the user and should not 2008 Cn bo used without consulting a r1 PE 610 r DE n u To be accompanied by Dig Nos.TM820 Registered Professional Engineer Pic+,oro KM5W rY41ES 8 TM82i orar.7air w.vsco oanwwn mai wrP �wsan owwro Effective Date: December 1, 2012-May 31,2013 TM851 <?>0 <S> o uv (Manu on TSS) T (Mount 96) 45x111 45x48 45x48 on 48x44 — Ta er OuHei Buller Taper A A Ta � 'A 8 C ravx 2 SoqutmUal P I —————————————i——— Artow —— •L_ I�8 'B' —— —Sequential lvrovrl• i _ — _ — — t• .— ----------- � _- --- -~ _• -- 8'B(III)L ----- 2-88(IIBR 9-B B(II�R --A --------- C B A Taper Y L• nc na4o nxvr 15,14 J 48x411 48x48 411,48 4-LANE 2-WAY ROADWAY TWO LANE CLOSURE,CROSSOVER v � @ O O w rm 4508 48x411 98x+48 40x411 (Mwm On TSS) 48x24 I -- Ip �Taper A a-B Bpe)R 'L'� _ mg� I B T i -- -- T -J -- -- - -- i/ �; - -- - T -----_'--- f 9equenbal Arrow — — .— ——A f C B A I 7 T or A A Taper Buaor eNfar Te er 2 L' B• B 1' r,o awv wox 4ru m�ia l 48124 .•owt , w, w•n j 48x4848x48 48x48 48x48 48.48 (Mourn on TSS) tMainl on TSS) 45,aa (Mwni on TS8) 4-LANE,2-WAY ROADWAY WITH(tWLTL) TWO LANE AND MEDIAN CLOSURE cn4 soox no _____w_A_———— asE4rre wroar wre ____Ot�IU_L-_20_t t_____ GENERAL NOl FS FOR ALL DETAILS • 20'Tuhular Markers MUTE AN metnvl&vid+•mtmerol+uw�u.tnemadmrm r.kh •Install temporary sniping as directed . To determine sign spacing A B and C use'TRAFFIC See TCD Spacing Table on the m-10 e0 a etendara Sp°d5.n— CONTROL DEVICES(rCD)SPACING TABLE'on Dig No TM800 TM800 for max spacing OREGON STANDARD DRAWINGS •Signing and orher TGD shown to be Installed In con)unction The selection and use OI this w L• with the work areas,shall mowith the work areas • Shilling tapers of length' recommended for highspeed roadways, • e ° Temp Plastic Drums however longths one-half of'L'may be used where space Is Bmltod See TCD Spacing table on Standard Drawmg,while dosgnod .To dolemdne raper Length('Lw)and Butfor Length(•BI) TLUM for may spacing In accordance with generally NON-FREEWAY MULTI-LANE SECTIONS use the•MINIMUM LEND rHS TABLE*on Drg No TMB00 a Channolizallon do,[cns may ion pieced at 10'Bpaung around the accepted engareertng principles —i Work Area for em hesiv UNDER TRAFFIC P and practices Is the sole respon When the length of the area under construction n less than 800 it UNDER CONSTRUCTION D0 use a DOUBLE REVERSE CURVE 24.1)sign In place of sldUry of the user end should not (W2008 N the flrst REVERSE CURVE(WI-4)sign in each dhedbn be used without consultmg a w1c m To bo acWmpaNatl by Drg Noe TM820 Registered Professional Engineer orm°am asvrsro rrs 8 TM821 c•oo-mto ere wrrEn ma• ti aE•nxro oru•v N+e Mpr Effective Date: December 1,2012-May 31,2013 TM852 OTE &40 For left shoulder work,place TCD to close Ne left shoulder Ino NOTE For left lano work lace TCO to elm the Use'LEFT SHOULDER CLOSED'sign. p 4wr .lata,48x46 _ O left fano Use'LEFT LANE CLOSED'A MILE' Wp'100� ® Y^• 9 and appropnele'LEIFT LANE ENDS'Was 3W4 40.40 38x24 4808 481,.8 Typo'WI• Typo'W t' 48.48 (All stages) (AII steges) I I (Mound on TBS) JO's•-4 I- 30't I�•� 30,1-4 30'z-II•�- ---I I- 30's (As neWed) {I F I MBdWn I r F I F I 2.8'Bifil MaQlan --- -�- - -- ---------------- A - c • -- l� --- ---- --- F - }' �///�� L F t E F .4Soquendai Amow� 9 ► B A f Bursar Buffer 2 C 0 3 1000' Bullar sun., 2 Taper um ua euro w�w11or4c z,� So.arn44 +AW ,yq;u9• 48x24 '( 48x24 u9'0 40x40 4800 N11 46x48 N 4r 48x88 48x48 38x24 38x24 � Type"I' DIVIDED FREEWAY Type-M DIVIDED FREEWAY 0 (AgBiAeea) SHOULDER CLOSURE (Auabgos) O ONE LANE CLOSURE B A Taper GENERAL NOTES FOR ALL DETAILS 3 Median • Signing and other TCD shown to be Installed In bpn)un[Inen E - - - - - .. - _ - - - - - with the work areas,shall move with the work areas -'-------- ------ -- ~_ ___ • Use Concrete Berner Sign Supports for mounting signs with I e'enlnR—�r eanu A F for maximum o tae a garde s y�s anon iom(See erg No i r te21 .„y STAGE I •B• Er41 . Unless otherwise shown use the'MINIMUM LENGTHS TABLE' uuo ` i To r on Drg No TM8W to det mdrict Taper Length('L')and Buffer Length('81 411¢4 Oiii �{oPe 3 M�I� • Fleggere we not parMnetl t0 stop or hold freeway Iretno. 38.28 �T � 3 - - - • To dolormlro sl n speeing A,0 and C.use'TRAFFIC Type•Wt' 4-8x48 _ - - - _ - - - - _ CONTROL DEVICES(TCD)SPACING TABLE'on Drip No TM800 I -�a�•-��f _ ao4, --r %� �1 a _�r-— • Speeds shown on sgning shall be in MPH NOTES * � ^'p 4m• O 8'B(IIQL 9(IIIJR-a.'�'� ^,'� Distances shown on sgriing shall be In feet or miss • The'FLAGGER'symbd sign stuff be used �•�� Truck mounlad eherwator(TMA)should be used to protect the aCivo work only o con)unclton with the BE PREPARED 40x80 �* ^ ---!~~ STAGE I I area Locate TMA as per manufacturer's Inavudlona,or to directed TO STOP'alpn 48x40 40x40 / �- . p (a nerved) � ��, el\ • • • Temporary Pulslk Ocums • If'ROAD WORK AHEAD'sign �� See l CD Spacing Table on 16 ms'alled on the crossroad add +,� NOTE TM800 for max.spacingan'ON RAMP'War bebw the elfin ON-RAMP • DwNg peNal ramp doswe oroNde e min of I?'horlronlal dearence © UNDER TRAFFIC between chennatim lon devices, To be accompanied by Drg Nos TM820 -------------------------------------_ or as odhemise directed ® UNDER CONSTRUCTION li TM821 ----------------,.-^ •44ti.,:-1 •-. r- _mss_•_,---- oxl.c.mac rib a severe n¢Foar a4Tr - JAN-- TM08.07 O t2012 "46�4848XQ 8 A Taper taller car '�L=�`�. 1 NOTE � eDenaoroamca wtln '3' R. 893 STAGE I `i � '�^ mart 3 40x36 48.24 OREGON STANDARD DRAWINGS �^� (Mount on TSS) (Nladages) The seleclMn end use o1 fMs(All swget)40x48 EooLBuller In accord Drawing while designed 40x48MedianIn ceptedan gl wRh generallyFREEWAY SECTIONS ----------------- accepted englnoering pnnolples 36124 24x24 42x18 Type'W I' 38x38 (Ali stages) (Meunl on TSS) - - - - - - - - - - and practices,Is the solo respon 00 (Al slog") (AB mss) (Aa"Wed) ~�- -- siblltty,o/fho user and should not 2000 be uW Kwhoul consulting a 0 T aeK " wpnor+ ilt Speed designation sha8 be safe STAGE II Registered Pinfiessronel Engineer mai zxs eaN9Ee WrEe g 41 44ir eEVI M�GB MA ltd Speed a9 reg,red by radii o1 ramp .+a� 4t-0r-0et9 eeN4Eo aoTF4 curio(%)and suporelevationnotes) OFF-RAMP 1074),M111EVISEDVFUMa MonoTEe Effective Date: December 1,2012-May 31,2013 TM860 NOTE GENERAL NOTES FOR ALL DETAILS NDT twlxa .Temporary Traffic Signal use requires O O °m1oa rti,e For single lane operations,maintain 19'minimum State Traffic Engineer approval rrHo.mw. 24X78 98x48 her(zontal clearance between positive banters, •Sae*CONCRETE BARRIER FLARE 48x24 12'Slop bar 46x48 Iype'W1• 40.46 4Ba48 Type W' 48x48 oras directed Il ovorwldih loads are dNertod (All stage`) (Atl stages) I (As Singes) Typo Y2• (AN elapse) IAB Stages) (AD ntagos) the roadway wlClh may be adlusled as directed RATE TABLE'on Drg No TM800 Temp tm81c signal ( g (An a on) All s'aaq) 2 I A � B B I C I • Bridge replacement requires use o,postlWo protection Temp double yellowI Temp cont banner 12-Stop bar r- '�-�--�-'--'1'�' "I (I a temp concrete barrier)for the work area- centera(rlpe { I (rogodonzad) (.411 stages) i { { i { -------- -------- ------- • To determine sign sparing A,B,and C,use . — — — •TRAFTIC CONI ROL DFVICES(TCO) ------------------ -- ---- ---- -- --------- ---- SPACING TABLE'on Dg No TM800 I 1, F F F Tamp Impact anenuators A } Temp double yellow DOUBLE REVERSING CURVE symbol sl center elope sY Bir "3BWS D D A W' Taper Fiore Flare Taper 80' 2 maybe used for worts areas up to 600' FlEVERSINQ 50'100' 100 Min 100'Mm 50'100' Nom 40UwDYg1a, CURVE(WI 4)IL and R)signs may be used for 48x74 longerwark areas �Nom STAGE I 4y 24>ba Taper Flare Type$"a' Tt4pI l in Flare �}.. o,10 _ J 48x48 iype'Wr 48x48 4(1x48 (All aleg9a] 50 100 100'Mln 100'Mtn � SO'100' r�W stages) (Aa Vnges) (AI singes) Type'Y2' (All stages) ——Temp Impact attenuators c ———— ——— —— — .•••• 28'Tubular Markers ...... •`.-.... on 20'max sparing Temp conC barrier a (refladodzod) © UNDER TRAFFIC ® UNDER CONSTRUCTION STAGE It To be acccimparlled by Drg Nos RD500, 2-LANE 2-WAY ROADWAY 4ax48 TM820 TM821,TM830,d TM831 BRIDGE CONSTRUCTION USING SIGNALS aoorau <9> O ® m sm t P a s 0 76k48 48,24 40x48 9 48x48 48x48 48x48 Type'W I' 48x90 (AN amgee) I (AB stngcs) (AB Smg") (AB stages) A A I 13 B I B I C Temp double yellow Temp cone banter —_-_ -= conlersmpa— --_-- —{---_ — F ------�(m8ecaarizodi ----- ------{ -- --- { ---{ —_� / —— I } F I Temp Impact attsnuatnrs A Temp double yellow C B B 8 A t00t Tape Flora Flare To or center s'npe '-100 100 n 1W m nMO 48x24 STAGE I (All Stages) 0o K I Il 4x Nor we rue � UlG llddfrm 09- __ nAscuNcnmanranrt ___Of-JAN-2012 ----- 1�� P4=s eaoa[ n ora 78x48 NOTE A11 mlwW eetim Sknunsldp dW t»In e®rtl4nre MN 4Bx48 Type W. 48x40 48x48 48x48 Taper Flare Flare Taper Ino wr°nl aeyoa 6rnlwem apmswtloro IAll singes) (AII stages) (All sragcv) 50'•100' 100'Min 100'Min 50'-t00' OREGON STANDARD DRAWINGS Temp Impact attenuators The selection and use of this ——— Standard Drawing while designed•''''•' In accordance with generally BRIDGE CONSTRUCTION 7emp cont bander--F-- —————— { arra accepted engineering is the sole aisles (re8ecto tnea) P Pon slbmry of the user and should not 2008 Do 4 be used without consulting a W,E nevi• er o.sir 'Oii o _ STAGE II . Registered Professional Engineer a74i� aewsro Now, 014+r rov onarco allo nnlaca NOTES 2-LANE,2-WAY ROADWAY 46x48 C1Ar M14 MWCODN W GANDNa,4 BRIDGE CONSTRUCTION USING FLAGGERS Effective Date. December 1,2012-May 31,2013 TM870 `RR I--m r-r r \J 5 p,� P»j r- BRR NOV C� i S wfeu r-r ° r-A T -� r-P l ,r 1 i` I I Will ea sa I I' Ltla.oI f- r 55 — — �1 e wnnP aro_ om.d �, 10• °' c �uN6 ' 1° '� —a MIN rAn wWITH T MW NP.nto+.,p'eT ^i1PnW1aI —TMett1 WWN(: (� r- --1 -�r�- Aremea scr RAILROAD CROSSING(wl,llel NARROW RAILRQADCROSSING(white)�oTM BIKE PATH RAILROAD-CROSSING Iwhitel knilp.rODOTnNOowhVOnbrbmaeowt emwP..000TR°)cro.,VOo ..o..w.n w,va,oporn,�cro�,�aopaaber,,.m... HIGH-OCCUPANCY VEHICLE CATTIFGUARD(white) F.wil.,b.P.11.awl wenc.,w.Irnd!; . .t".y Ski. Fb.p.apwrlen ft ft nm NnM reale.d&-u dNlgr.Y Bleu co.le�m poowlbld mi:.0 w..M.erum alswew Hp.wr ebm �-- QAMOND DETAIL!whltel Fb b-t. Ie.,ca"OL S.D"M 1 CD 0' 12 9 C Sv T- o , Ira Q _6- STRAIGHT ARROW(while l LEFT TURN_6RROW(whl1j RIGHT TURN ARROW(white) LEFT TURN STRAIGHT ARROW twhftel RIGHT TURN STRAI9�T A,RjjQW-bYbR9} Fp avow booP�om CnuY....ax.wn,wrmds+.wamlayrn.y8yr Fu.m.w popo.b,°num.aaa cunod wnhndeiv,d..0 Hly+...r sq.n Fb a.row P'�mp,0anlln.acur<M vettlond 6tende.d Hgh.ey Elp'r Fb.rmw pnFor°an exn.n eea a.mml wem of SmntlarJ repn,.my 5grn Fb ano.prepor�n opaYe nee uv.e�i w.mm ar 6lnnmrd lup+.nT ey�u FA ilk FwA I -- Rsu Ean e�A eru o I 1 ~ i= �� T— T— �I —� I I � �6-� �s t -� ELONGATED LEFT TURN ARROW(whltel ELONGATED RIGHT TURN ARROW(while) �{IGHT TUBI N LEFT TURN ARROW(While) RIGHT TURN STRAIGHT LEFT TURN ARROW(whltel ELONGATED STRAIGHT ARROW(white) Fa crow w pdan tlwL.w wr.rd r...rm d SUMutl H —y ayw. Fb New popertMn tbuP.N!wr.N rmbn d SIIMJrJ I W^'•Y • For r,o. tludl.a.e cmnnl rwYm d AeneNO H . Fb mc..pmporeon wemh w a.r.b.rrmn d 9.Mba I,yhw.y Syn Fb.ncw poponb,tlnW s..ar..m rtn.bn d Serw.w H¢pr.,,Y d0'•+ else © .=— �W9 eASIA ��� --- -- -- -- - �ae °1_ T- T- -- --- --I-� T- Sir -� L�7 ir 7—!.—I 17 ELONGATED LEFT TURN STRAIGHT ARROW ELONGATED RIGHT TPnL4 STRAIGHT ARROWATED RI HT TURN EFT TURN D URN STRA G FT TURN (whAPI h e de w t F,rurav/pcWNon ewLL..n M...rYrYJndSuvd.rtl Hlpnw.r B,W Fb.nw prop..nmJ.I.W W0.wM rr.nnd8'Wmd Nynw.y,veru Fb enow ProPon4w aou6 lt.wnm vorcbnal6lanWJMPlwey Fb tvrowpmarbnPow.a..ww.n vNEbrd8l.bYP lYyivy 6' [.LLC eOaR 1t0-r.A-_--_-_.- - _ _ y r a. NOTE M mnINW erd,.ortamroHp Wl WhppCaNsxM weh rias b� urr —y-1 : 0. a,.ammc 0.q..Stanepd SP.tlAydru ' Oblerol Note —i ` T I CA.'IW pavemero m°hing.wllhh,the Ione wWIR The selection and use of this I. OREGON STANDARD DRAWINGS w. xw.px y\ 2 Avow and toner dlmo ib n=mW,exciw"W WA Standard Drawing,while designed e In accordance with generally PAVEMENT MARKING LANE REDUCTION F.JP.d 'P accepted�B mop ince rin las 'V Pa STANDARD DETAIL BLOCKS ARROW(white) I and WRONG WAY ARROW,ro.rm..prtgor,MJmnea, nxrw stolhtyofthausorendshould not 2008 be used wlttlout DDIlsuaing a -16 N w V Registered Professional Engineer .`­0 ^"'d'*""`i i°1i0bi1OY di1" tvn,o w�mMm..r,..da,.wwnwwm. dlw. ,ueo„ o.l.ua m�ro�.d..rse.a..I>Hov I1.1n.E R\gGNING-,lRIPINC\PA`.E+IENT IuRKINGS\STANDARD DRAdINOc\I3 JUI\piniflie,.TM5001,d)n Defoulf G126!2013 7 S, 26 AIA nryr30C Effective Date:December 1, 2013-May 31,2014 TM501 •—Ea1.nJM EP L 2 W nin.n.afvor4p 92 S M1 i —x 1 r l 1 FNble. I 2 / `_ _f I`-EP I �. ---- wo � ew r I Pavcm.m(E 15 t J L_ 1 I � ���evmfebr lrr+.v.iMr E.l .60o We -� l nWlup ouacw Wu�^am oGpc�e ,SLAN.OARD CROSSWALK STAGGERED-OC) NSNTAL CROSSWALK STOP BAR STOP BAR LARGE RAMP METER STOP BAR 7yyg1 WHITE BARS 2'WHITE BARB 1'WHITE BAR 2 WHITE BAR I V&B`WHITE BARS he W Burman wa TL%n Insall oar S.,—a w.- _•H9 TMSJO Nutl Per SbmtvU weatnp T-30 hmN w9urmma nrenYly TN570 Fa mW Fbn ramp mesa trppEOaLUru US aS� -_ — �--� SUS T—�=V7 �_�y e L I �J 12 I�i2�Ir 1] E I F y -1 T 24 IKRIGHT / EM Mrkhp a P \tea whll.M1ra—_ BIKE TURN STENCIL(whl(e) BIKE LANE STANDARD STENCIL rwhlle) BIKE LEFTTURN STENCIL(while) BUS Iwh)Inl C-1.avw.ly."1.n.a Canule�„r9r,un..eah c.n+a mn.tp.sale pne,stn �N-STREET PARKING DETAIL while ce"t"'.&IN•W"6na C For p n{ -ena.a um Nr.re vwtbn d IG nenG tt rwry Fb m Wa ilot =,d M Fa etl.If,fu ovrM v.mw d sermon wym.e�syry Far kAer paaGNm ae Wa aa.Nroa va.laa d Spr.raG a Epv a O ALL9a—y SCHOOL(white) SCHOOL-LAROE while CROSSING-LARGE(while) X-ING(while) I ONLY Iwhne) Genal..*V_b,Ian.wWlh C--LIN rUwn.kph d`a a lana. C-.ImlkbV..Nn.1 td—lama C--.."N n.rhtlar ears C.— muunp WNn bit.t.IJn Fa Mlles ot.ia..e Nra.rtlaa,tdaurn,n Fal...r2!0FMVn Gmaea a.eanMvwabtd6la wdH Faklin Gotta Me NrMHraIMd5lanG.n1 FMIe Woperl-daelb ua nlrr.nivaabndtLfrd.N Mlyrvmy St9rrt Fa Mix pngvtbt 4iMt WrlmMl.vrt Htni 5l.Itl.rGr6d"✓N'S�jrn CAI.e00e Nn _M�________ ar•EVl[nEIORT etlE v]0. NOTE All mat.rNl atm w0Mn lahb ahW oe N ersa bwA" Denerai Note th.arm Urpw Sia, E Sp.c lkn t Arrow I.GGr end b9,e Byrnlxll dlmensbns norntrlel The sefncllorl and use ol'hrS OREGON STANDARD DRAWINGS Standard Drawing,while designed in accoroance%*h generally PAVEMENT MARKING accepted STANDARD DETAIL BLOCKS � and praclrces fes Is tho sole reapon- slbdlty o/the uaor and should not 2008 [,9 be used H(thou(consulting a oA Tc.". c c." . LEGEND Rogts1wed Professional Engineer t10C� "o0"i0i'eia""� T]009 w.f.a Y,Ya� I �DyeGlm W Travel R\SIGNING-;TRIPRJG\°AYr,MFNr GARX1.'GS\r_TAND0D OR-'WINGS\13 Jar\plctflle Tklr003 Jon D±`null G/2C/2715 7 Sr '9 AN hv�r30c Effective Date: December 1, 2013-May 31, 2014 TM503 ATTACHMENT M OREGON PREVAILING WAGE RATES CITY OF TIGARD MAIN STREET SANITARY SEWER-FANNO CREEK CROSSING ELIMINATION ltac be downloaded from htQ2 oregongo,,T/boh/Wf-ID/P\X,R/Pages/lanua.ry 2014 Index asps