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D & T Excavation ~ CP17003
w ; ; City of Tigard CONTRACT CHANGE ORDER/ 13125 SW'Hall Blvd. AMENDMENT SUMMARY higard,r Oregon 97223 Phone - (503) 639-4171 FIELD CHANGE ORDER FORM Fax- (503) 684-7297 u:wu-. and-or. o� Project Tide: Canterbury Lane Storm Line Upgrade Project Manager:Andrew Newbury Contractor: D&T Excavation, Inc. Ori ' al Contract#: CP17003 Effective Dates: February 6,2017 Change Order/Amendment Amount: Accounting String: 94033-130 Amendment Percentage Running Total: AMENDMENT DETAILS H Extended contract completion date to June 22, 2017 due to unfavorable weather conditions. CHANGE ORDER DETAILS UNIT QTY UNIT$ To r AI.$ REASONING FOR CHANGE ORDER/AMENDMENT Contract expires on February 12,2017 and work under this contract is not completed. BUDGET IMPACT AND REQUIRED ACTIoNs No budget impact REQUESTING PROJECT MANAGER APPROV 1NG CITY'STAFF Signature 110, Signature . � I r - Date Date Contractor is hereby authorized by the City of Tigard to perform CONTRACTOR the additional work described below in accordance with the terms and conditions detailed in the original contract along with all applicable rules,regulations,and laws that may be in effect for the Signature work. The unit pricing in the original contract shall apply to all additional work. A copy of this form, once completed, is to be forwarded to the Purchasing Office to ensure all changes to the encumbrances are met. Remember—the cumulative total of Amendments cannot exceed theproject's FY budget. Date CITY OF TIGARD,OREGON AMENDMENT TO CONTRACT CANTERBURY LANE STORM LINE UPGRADE CP17003 AMENDMENT#1 '1 he Agreement between the City of Tigard,a municipal corporation of the State of Oregon,hereinafter called City,and D&T Fxcavation,Inc,hereinafter referred to as Contractor,entered into on the 26"'day of October, 2016,is hereby amended as follows: 00180.50 Contract Time:Add the Following: V'ork to be done under this project must be completed within ;- 220 calendar days of issuance of the Notice to Proceed. IN WITNESS WHEREOF, City has caused this Amendment to be executed by its dul) authorized undersigned officer and Contractor has executed this Amendment upon signature and date listed below. CITY OF TIGARD D EXCAV IO INC Signature ,ignature Mar-hnoL L. GU)w� �ey - ' 44Wb�e_ Printed Name Printed Name Z'*2017 Z- e t Date D e CITY OF TIGARD,OREGON-CONTRACT SUMMARY FORM THIS FORMMUST ACCOMPANY EVER Y CONTRACT' �.,h Contract Title: Canterbury Storm Line Number (� Contractor: D&T Excavation, Inc. Contract Total: $398,000 Contract Overview: D&T Excavation, Inc.was the qualified low bidder and will be constructing the Canterbury Storm Line U12aade pro.ject (CIP 94033) Initial Risk Level: ❑ Extreme ❑ High ® Moderate ❑ Low Risk Reduction Steps: Risk Comments: Risk Signature: Contract Manager: Andrew Newburn Ext: 2472 Department: PW/Engineering Type: ❑ Purchase Agreement ❑ Personal Service ❑ General Service ® Public Improvement ❑ IGA ❑ Other: Start Date: October 19, 2016 End Date: February 7,2017 Quotes/Bids/Proposal: FIRM AMOUNT/SCORE D&T Excavation, Inc. $398,000 Trench Line Excavation, Inc 398,201.90 Pacific Excavation, Inc 407,000 Titan Utilities 416,882 5 more bids Account String: Fund-Division-Account Work Order—Activity T=e Amount FY 16 & 17 510-8000-56005 94033-140 $398,000 FY Approvals - LCRB Date: 10/18/2016 Department Comments: Department Signature: 4j6 -0� Purchasing Comments: Purchasing Signature: City Manager Comments: City Manager Signature: After securing all required approvals,forward original copy to the Contracting and Purchasing Office along with a completed Contract Checklist. Version: August 4,2016 ME CITY OF TIGARD, OREGON Canterbury Lane Storm Line Upgrade DATE DUE: Thursday,August 25, 2016 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 pm,Thursday,August 25,2016 PROJECT MANAGER: QUESTIONS REGARDING THE BID: Andrew Newbury,P.E. Joe Barrett,Sr. Management Analyst City of Tigard,Public Works Engineering City of Tigard,Procurement Office Phone: (503) 718-2472 Phone: (503) 718-2477 Email: andrewnQtigard-or.gv Email: joseph&dgard-or.gov SUBMIT BIDS TO: Joe Barrett, Sr. Management Analyst City of Tigard—Utility Billing Counter 13125 SW Hall Blvd Tigard, Oregon 97223 ITB Canterbury Lane Storm Line Upgrade 2 Page CITY OF TIGARD ADVERTISEMENT FOR BIDS CANTERBURY LANE STORM LINE UPDATE The City of Tigard will receive sealed bids from qualified firms at Tigard City Hall's Utility Billing Counter located at 13125 SW Hall Blvd., Tigard, Oregon 97223 until 2:00 pm local time, Thursday, August 25, 2016 for the Canterbury Lane Storm Line Upgrade construction project Bids will be opened and publicly read aloud immediately after the bid's closing time and date at Tigard City Hall. The project generally consists of the following. 1. Mobilization,traffic and erosion control. 2. Removal or abandonment in place of existing storm lines. 3. Installation of new storm lines, manholes, water quality manhole, catch basins and other appurtenances. 4. Permanent HMAC trench restoration. 5. Performance of additional and incidental work as called for by the 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(10%)of their base bid. In the event 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 pm local time,Thursday,August 25,2016. 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 located at 13125 SW Hall Blvd.,Tigard,Oregon 97223,or may be downloaded from www.dgard-or.gov/business/bids.VW. 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: Dao-journal of Commerce Published: The Oregonian Date: August 10,2016 Date: August 10,2016 ITB Canterbury Lane Storm Line Upgrade 3 1 Page TABLE OF CONTENTS TITLE PAGE TitlePage,..........................................................................................................1 Advertisement for Bids 3 -------------------------------------------------------------------------------------- Table of Contents 4 INSTRUCTIONS TO BIDDERS Section 00120 Bidding Requirements and Procedures----------------------------------------- ____________________5 Section 00130 Award and Execution of Contract 13 BID BOOKLET Attachment A Proposal-- --------------------------------------- "........... ...... ----------------------------------------------19 Attachment B Acknowledgement of Addenda__________________________________________________________•_.__.___..29 Attachment C Bid Certifications 30 Attachment D First Tier Subcontract Disclosure Form 31 Attachment E Bid Bond Form -- - 32 CONTRACT BOOKLET Attachment F Public Improvement Contract_______________________________________________________________________33 Attachment G Performance Bond Form--------------------------------------------------------------------------------- 8 Attachment H Payment Bond Form---------------------------------------------------------------------------------------- 0 Attachment I Supplementary General Conditions________________________________________________________________52 Attachment J Special Provisions............................................................................................54 Attachment K Project Detail...................................................................................................63 Attachment L Oregon BOLI Prevailing Wage Rate---------------------------------------------------------------64 DRAWINGS Canterbury Lane Storm Sewer Line Upgrade ITB Canterbury Lane Storm Line Upgrade 4 1 P a g e PART 00100 —GENERAL CONDITIONS Section 00110—Organization,Conventions,Abbreviations, and Definitions This Section modifies Section 00110.20 (Definitions) of the 2015 edition of the Oregon Standard Specifications for Construction. Add the following: City—The City of Tigard,Oregon. Section 00120-Bidding Requirements and Procedures This Section replaces Section 00120 of the 2015 edition of the Oregon Standard Specifications for Construction. 00120.00 Prequalification of Bidders—The City will not be requiring bidder prequalification for this project. 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 are available online at www.jgard-or.gov/business/bids.pbp or in person at Tigard City Hall located at 13125 SW Hall Boulevard Tigard,Oregon 97223 at no charge. Copies of the Oregon Standard Specifications are available for download or purchase at: www.oregon.gov/ODOT/HWY/SPECS/Pages/2015—Standard—Specifications.aspx. (a) Paper Bids - Bidders must obtain Solicitation Documents from the City of Tigard, either online at www.tigard-or.gov/business/`bids.phl2 or in person at Tigard City Hall located at 13125 SW Hall Boulevard,Tigard,Oregon 97223. Each request must include both the name of the person ordering or obtaining the Solicitation Documents,and the name of the Entity intending to use them. (Me City will add 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 www.cleanwaterservices.or� Supplementary General Conditions Included in the Bid Booklet Manual on Uniform Traffic Control Devices(MUTCD) Oregon Standard Specifications for Construction 2015 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 ITB Canterbury Lane Storm Line Upgrade 5 1 h a By signing the Certificate of non-collusion, Bidder certifies that this bid/proposal has been arrived at independently and has been submitted without collusion designed to limit independent bidding or competition. 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 verify 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 furnished 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 modifications and issue Addenda to Bidders prior to Bid Closing. (b) Protest of Specifications or Terms-A bidder who 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 Canterbury Lane Storm Line Upgrade City 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. ITB Canterbury Lane Storm Line Upgrade 6 1 Page 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 follows: (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 Materials,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 famish 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 the 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 property. ITB Canterbury Lane Storm Line Upgrade 7 1 Page (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. • 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. Itis 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 intended 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) General (1) 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 the 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 ITB Canterbury Lane Storm Line Upgrade 8 1 Page and initials shall be in ink,except for changes submitted by facsimile (FAX) 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)). (b) 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: • 00120.80,Preference for Oregon Resident Bidders • 00 130.80,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 • 00170.07,Record Requirements • 00 180.20,Subcontracting Limitations • 00180.2 1,Subcontracting • 00195.50(a)(1),Progress Estimates • 00195.50(a),Cost of Insurance and Bonds • 00199.30,Claims Procedure (c) Bid Schedule Entries: (1)Paper 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, $150.25 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. (d) Bidder's Address and Signature Pages -Bidders shall include 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. (e) Bid Guaranty - All Bids shall be accompanied by a Bid guaranty in the amount of 10% of the total amount of the Bid. (1) Bid Guaranty with Paper Bids—For Bids submitted by paper, the Bid guaranty shall be either a Surety bond, irrevocable letter of credit issued by an insured institution as defined in ORS ITB Canterbury Lane Storm Line Upgrade 9 N :< 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 guaranty 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 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. (f) Disclosure of First-Tier Subcontractors - If a Bidder's Bid on a public improvement project exceeds$100,000,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 • $350,000,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 the 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. ITB Canterbury Lane Storm Line Upgrade 10 1 P t ti e 00120.45 Submittal of Bids: (a) Paper Bids - Paper bids may be submitted by mail, parcel delivery service, or hand delivery to the office and address, and at the times given in the Bid Booklet. Submit paper Bids in a sealed envelope marked as follows: BID—Canterbury Lane Storm Line Upgrade City of Tigard Attn: Contracts and Purchasing Utility Billing Counter 13125 SW Hall Boulevard Tigard,Oregon 97223 If a delivery or courier service is used,the Bidder shall place the sealed envelope containing 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. Bidders shall include 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. (b) 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. 00120.60 Revision or Withdrawal of Bids: (a) Paper Bids (1) 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 submitting 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 Contracts and Purchasing Office in a sealed envelope that is marked "BID MODIFICATION"and list the original bid title and closing date. (2) 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 immediately following the deadline for receiving bids as stated in the Advertisement in Tigard City Hall or other pre-identified location. Bidders may be ITB Canterbury Lane Storm Line Upgrade 111 Page present; however,award decisions will not be made at the opening. Bids will be opened and the total price for each Bid will be read publicly. 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 times 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 and will be rejected if the irregularity is deemed by the City to render the Bid non-responsive. Examples of irregularities 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 improper 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 by the City as a Holder of Bidding Plans,as required by 00120.05. • 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 white-out liquid is used to correct item entries. • The price per unit cannot be determined. • 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 Projects). • A disclosure of first-tier Subcontractors, if required under 00120.40(£), 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. ITB Canterbury Lane Storm Line Upgrade 12 1 1' a g t 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 immediately 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 will,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 determine 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: • Not been prequalified,if required for the project,as identified in 00120.00; • Been declared ineligible by the Commissioner of the Bureau of Labor and Industries under ORS 279C.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 279 C.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 projects);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 00130.10 will be rejected. Refer also to ORS 279C.375(2). Section 00130—Award and Execution of Contract This Section replaces Section 00130 of the 2015 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 finding of the City that it is in the public interest to do so. ITB Canterbury Lane Storm Line Upgrade 13 1 Pa g e (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. Minor 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, delivery, or contractual conditions except in the case of informalities involving unit pricing. (c) 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 Award of Contract-After the Bids are opened and a determination is made that a Contract is to be awarded,the Contract will be awarded to the lowest responsible Bidder. For the purposes of this Section,"lowest responsible Bidder" means the lowest Bidder who is not on the list 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 279C.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: • The City has provided a written response to each timely 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 City will send the successful Bidder written notice of acceptance and Award. ITB Canterbury Lane Storm Line Upgrade 14 1 P a ti c 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 the time period established under this Invitation to Bid document The City shall issue a written decision denying or affirming the protest to every bidder providing an address to the City 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 rejection of Bids,upon finding it is in the public interest to do so. 00130.30 Contract Booklet-The Contract booklet may include,but may not be limited to: • Special Provisions • Addenda • Schedule of Items • Contract • Performance Bond • Payment Bond • Insurance Coverage Certification,Including Workers'Compensation 00130.40 Contract Submittals—Before the City will execute the Contract,the successful Bidder shall furnish the following. (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 ITB Canterbury Lane Storm Line Upgrade 15 1 P a g 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 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 Attomey-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 the supplemental warranty performance bond is included near the front of the Special Provisions. Upon Third Notification, the supplemental warranty performance bond shall become effective and shall continue in full force and effect until the City has advised the Contractor that: • There 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 may refer to 00170.70 for minimum 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" forth 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, limited liability company, joint venture, or limited liability partnership, or if operating under an assumed business name and the legal name of each person carrying on the 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. ITB Canterbury Lane Storm Line Upgrade 16 1 1' a I, e (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) City Business License or Metro License - A City of Tigard Business License is required from the successful Bidder. Chapter 5.4 of the Tigard Municipal Code states any person(s)engaging in business in the City of Tigard shall have a current City of Tigard Business License. No contracts shall be signed prior to the successful Bidder obtaining a City Business License. The City of Tigard recognizes the Metro License for builders and landscape contractors.If your business is not located in Tigard and you have a Metro License,you are not required to obtain a Tigard Business License. For more information about the Metro License, call (503) 797-1620 or visit their website at www.oregonmetro.gov. (f) Federal Tax Identification Number - Upon Notice of Contract award of, successful Bidder shall complete a Federal W-9 -Request for Taxpayer Identification Number 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 Contractor's 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: • If the Contractor is a partnership, limited liability partnership, joint venture, or limited liability company, an authorized representative of each Entity comprising it shall sign the Contract, Performance Bond,and Payment Bond,and an authorization to sign shall be attached. • 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 - Within 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. ITB Canterbury Lane Storm Line Upgrade 17 1 Page (e) 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(6) "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 Bidder's failure to execute the Contract and provide the certificates,certifications,and bonds as required by these Specifications. 00130.70 Release of Bid Guaranties-Bid guaranties will be released and checks returned seven(7)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 (7) 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 City 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(5)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 apply for an adjustment of Contract Time according to 00180.80(c). The City's Engineer shall issue a First Notification recording the date the performance of the Contract has begun. ITB Canterbury Lane Storm Line Upgrade 18 1 Page u ATTACHMENT A PROPOSAL CITY OF TIGARD CANTERBURY LANE STORM LINE UPGRADE 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: Canterbury Lane Storm Line Upgrade Bid Due Date: Thursday,August 25, 2016 Name of Submitting Firm: D&T Excavation The Undersigned (check one of the following 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 X A corporation organized under the laws of the State of Oregon ; 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 Basic Bid as follows: G i1f�c�✓� d),��f� ,t:•, 1 2u and /100 Dollars ($398, 00� Oc>) 11 L` Cr.'Lt s 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 the Undersigned has investigated and is satisfied as to the condition to be encountered, as to the character, quality and 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(101/6) of the total amount of the Basic Bid. ITB Canterbury Lane Storm Line Upgrade 19 1 Page 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 City. The surety(ies) requested to issue the Performance Bond and Payment Bond will be North American Specialty Insurance Company. 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 within 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 without 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 Q HAS ❑ HAS NOT (check applicable status) paid unemployment or income taxes in Oregon within the past 12 months and ❑ HAS ❑ HAS NOT (check applicable status) a business address in Oregon. The Undersigned ❑X 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 151668 with an expiration date of 05-19-2018 As a condition to submitting a bid, a Contractor must be registered with the Oregon Construction Contractors Board in accordance with ORS 701.035 to 701.055, and disclose the registration number. Failure to register and disclose the number will make 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. ITB Canterbury Lane Storm Line Upgrade 20 1 Page The successful Bidder hereby certifies that,in accordance with the Worker' Com ensation Law of the State of Oregon, its Worker's Compensation Insurance provider is c A wv Q YO-i5 t)-n , Policy No. CV5 `DSO 07) , and that Undersigned shall submit Certificates of Insurance as required. Name of Company: D&T Excavation Company Address: PO Box 3767 Wilsonville, OR 97070 Federal Tax ID: J -0075- .23 Telephone: 503-612-9284 Fax: 503-612-9287 (SEAL) I attest that I have the authority to commit the firm named above to this Bid amount and acknowledge that the firm meets the 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. r-7 Authorized Signature: t Printed Name &Title: Derek Osterholme - President Date: 8-25-2016 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. ITB Canterbury Lane Storm Line Upgrade 211 Page SCOPE FOR BID SCHEDULE Measurement and payment for all Work shown or specified herein will be made on a unit or lump sum price basis in accordance with the prices set forth in the Bid Schedule for individual items of Work. Contractor shall make a careful assessment when preparing the Bid. The items listed below refer to and are the same pay items listed in the Bid Schedule. They constitute all of the pay items for the completion of the Work. No direct or separate payment will be made for providing miscellaneous temporary or accessory services or all other items not specifically named in specific bid item description and needed for prosecution of the Work,and all other requirement of the Contract Documents. Compensation for all such services, things and materials shall be included in the prices stipulated for the lump sum and unit price pay items listed herein. The prices stated in the Bid Schedule,include overhead and profit and all costs and expenses for bonds, insurance, taxes,labor,equipment,materials,commissions,transportation charges and expenses,patent fees and royalties,labor for handling materials during inspection,together with any and all other costs and expenses for performing and completing the Work,complete and in place,as shown on the Plans and specified herein. The basis of payment for an item at the lump sum or unit price shown in the Bid Schedule shall be in accordance with the description of that item in this Section. ITB Canterbury Lane Storm Line Upgrade 22 1 Page BID SCHEDULE CITY OF TIGARD -CANTERBURY LANE STORM LINE UPGRADE Item Unit No Description Quantity Unit Price Item Total GENERAL 1 Mobilization 1 LUMP SUM $13 I $Z- 5b5 2 12" 3034 PVC SD 0-6'de th;Class B Backfill600 FOOT $73 0 0 $43,800.00 3 12"DI CL 50 SD 0-6'de th;Class B Bac 50 FOOT 88.0 0 4,400.0 0 12"DI CL 50 SD (0-6'depth;Class B Backfill; $ $ 4 Compliance with ODOT Requirements) 20 FOOT 88.00 1,760.00 5 12" C900 PVC SD 0-6'de th;Class B Backfill 870 FOOT 90.00 78,300.00 6 10" C900 PVC SD 0-6'de th;Class B Backfill 120 FOOT 140.0 0 16,800.00 7 6" C900 PVC SD 0-6'de th;Class B Bac 12 FOOT $68.00 $816.00 8 4" C900 PVC SD 0-6'de th;Class B Backfill24 FOOT 66.0 0 1,584.0 0 9 Trench Foundation Stabilization 14 CY $ 50.00 $700.00 10 Inserta-Tee 4" and 6' 3 EACH $425.00 $ 1275.00 11 Locate/Connect Ex.4"and 6"Laterals 3 EACH $ 700.0 0 $ 2,100.00 12 Catch Basins CG-2 12 EACH $ 2,200.00 $ 26,400.00 13 Catch Basin-Remove/Abandon 2 EACH $ 1,500.00 $3,000.00 14 Storm Manholes Standard;>59"dee 7 EACH $ 51 500.0 0 $38,500.00 15 Storm Manholes (Flat Top;>36"and<60"dee 3 EACH $4,325.00 $12,975.0 0 Storm Manholes (Shallow;<36"deep;over existing $ $ 16 line) 1 EACH 9,500.00 9,500.00 17 Water Quality Manhole Snout Type) 1 EACH $ 8,500.00 $ 6,500.00 18 Abandon Ex.Storm Drains 970 FOOT $11.00 $ 10,670.00 Trench Restoration Permanent HMAC $ $ 19 5"avg.thickness 740 S .YARD 61.0 0 45,140.0 0 Trench Restoration Permanent HMAC(Compliance $ $ 20 with ODOT Requirements) 10 SQ.YARD 200.0 0 2,000.00 21 Misc. Surface Restoration 1 LUMP SUM $10,000-0 0 $ 10,000-0 0 22 Rock Allowance 5 CU.YARD $ 75.00 $375.0 0 23Traffic Control 1 LUMP SUM $2 5,5 0 0.0 0 $ 2 5,5 0 0.0 0 24 Extra Work $30,000 Bid Total $-3 q 8 Cx}C) frL �'�tL nc 6,� u,n^J (0.-+SDollars BID TOTAL IN WORDS ITB Canterbury Lane Storm Line Upgrade 23 1 Page BID ITEM DESCRIPTIONS Following are the measurement and payment descriptions for the various bid items included in this project. All quantities identified are approximate. Descriptions reference and/or modify sections of the 2015 Oregon Standard Specifications for Construction and the Project Plans. Descriptions that follow are summaries for general reference purposes and may not include all elements noted in the contract documents. GENERAL BID ITEM NO. 1 MOBILIZATION Measurement shall be on a lump sum basis per Section 00210.80 of the Standard Specifications. Payment shall be per Section 00210.90 of the Standard Specifications,including all preparatory work and operations necessary for the movement of personnel,equipment,materials and incidentals to the project site and for all other costs incurred before the beginning of work as well as any other work included in the Contract Documents which is not specifically listed in other bid items. The amounts paid for mobilization in the Contract progress payment will be based on the percentage of the Original Contract amount that is earned from other Contract items. When 5%is earned,either 50%of the amount for mobilization or 5%of the original Contract amount,whichever is the least. When 10%is earned,either 100%of mobilization or 109/6 of the original Contract amount,whichever is the least. When all work is completed,amount of mobilization exceeding 10%of the original Contract amount. This schedule of mobilization progress payments will not limit or preclude progress payments otherwise provided by the Contract. BID ITEM NO.2 12"3034 PVC DR35 STORM DRAIN (SD) Measurement shall be on a lineal foot (FOOT)basis. Measurement will be along the horizontal centerline of the installed pipe with no deductions for fittings or structures,from center to center of structures. Payment shall be for all labor,equipment,materials,and all other miscellaneous incidentals and work necessary to furnish,and install the storm drainage pipe at depths of 6 feet or less. Work shall include saw cutting,trench excavation,shoring,dewatering,and installation of pipe bedding and Class B backfill material,compaction,compaction testing,and temporary asphalt trench surfacing. BID ITEM NO.3 12"CLASS 50 DUCTILE IRON STORM DRAIN (SD) Measurement shall be on a lineal foot (FOOT) basis. Measurement will be along the horizontal centerline of the installed pipe with no deductions for fittings or structures,from center to center of structures. Payment shall be for all labor,equipment,materials,and all other miscellaneous incidentals and work necessary to furnish,and install the storm drainage pipe at depths of 6 feet or less. Work shall include saw cutting,trench excavation,shoring,dewatering,and installation of pipe bedding and Class B backfill material,compaction,compaction testing,and temporary asphalt trench surfacing. Bid item No.3 applies to the construction from Station 10+20 to the water quality manhole ITB Canterbury Lane Storm Line Upgrade 24 1 Page BID ITEM NO.4 12" CLASS 50 DUCTILE IRON STORM DRAIN (SD) (ODOT) Measurement shall be on a lineal foot(FOOT)basis. Measurement will be along the horizontal centerline of the installed pipe with no deductions for fittings or structures,from center to center of structures. Payment shall be for all labor,equipment,materials,and all other miscellaneous incidentals and work necessary to furnish,and install the storm drainage pipe at depths of 6 feet or less. Work shall include saw cutting,trench excavation,shoring,dewatering,and installation of pipe bedding and Class B backfill material,compaction,compaction testing,and temporary asphalt trench surfacing. Bid item No.4 applies to construction from Station 10+00 to Station 10+20 and includes compliance with ODOT requirements for construction. BID ITEM NO.5 12"C900 PVC STORM DRAIN(SD) Measurement shall be on a lineal foot(FOOT)basis. Measurement will be along the horizontal centerline of the installed pipe with no deductions for fittings or structures,from center to center of structures. Payment shall be for all labor,equipment,materials,and all other miscellaneous incidentals and work necessary to furnish,and install the storm drainage pipe at depths of 6 feet or less. Work shall include saw cutting,trench excavation,shoring,dewatering,and installation of pipe bedding and Class B backfill material,compaction,compaction testing,and temporary asphalt trench surfacing. BID ITEM NO.6 10"C900 PVC STORM DRAIN (SD) Measurement shall be on a lineal foot(FOOT)basis. Measurement will be along the horizontal centerline of the installed pipe with no deductions for fittings or structures,from center to center of structures. Payment shall be for all labor,equipment,materials,and all other miscellaneous incidentals and work necessary to furnish,and install the storm drainage pipe at depths of 6 feet or less. Work shall include saw cutting,trench excavation,shoring,dewatering,and installation of pipe bedding and Class B backfill material,compaction,compaction testing,and temporary asphalt trench surfacing. BID ITEM NO.7 6-C900 PVC STORM DRAIN(SD) Measurement shall be on a lineal foot(FOOT)basis. Measurement will be along the horizontal centerline of the installed pipe with no deductions for fittings or structures,from center to center of structures. Payment shall be for all labor,equipment,materials,and all other miscellaneous incidentals and work necessary to furnish,and install the storm drainage pipe at depths of 6 feet or less. Work shall include saw cutting,trench excavation,shoring,dewatering,and installation of pipe bedding and Class B backfill material,compaction,compaction testing,and temporary asphalt trench surfacing. BID ITEM NO.8 4" C900 PVC STORM DRAIN(SD) Measurement shall be on a lineal foot(FOOT)basis. Measurement will be along the horizontal centerline of the installed pipe with no deductions for fittings or structures,from center to center of structures. Payment shall be for all labor,equipment,materials,and all other miscellaneous incidentals and work necessary to furnish,and install the storm drainage pipe at depths of 6 feet or less. Work shall include saw cutting,trench excavation,shoring,dewatering,and installation of pipe bedding and Class B backfill material,compaction,compaction testing,and temporary asphalt trench surfacing. ITB Canterbury Lane Storm Line Upgrade 25 1 Pa g e BID ITEM NO.9 TRENCH FOUNDATION (STABILIZATION) Measurement shall be on a cubic yard(CY) volume basis per Section 405.82 of the Standard Specifications. Payment shall include all labor, equipment, materials, and all other miscellaneous incidentals and work necessary for furnishing and installing trench foundation. Aggregate size to be 11/2"-0". Payment will only be made for trench foundation authorized by Engineer in writing and only to the extent noted in the Engineer's authorization. Work also includes over excavation of trench to accommodate foundation material. BID ITEM NO.10 INSERTA-TEE Measurement shall be on an each (EACH) basis for either 4"or 6"Inserta-Tees. Payment shall be for all labor,equipment,materials,and all other miscellaneous incidentals and work necessary to furnish,and install the Inserta-Tees and connect the specified laterals. BID ITEM NO.11 LOCATE AND CONNECT EXISTING 4"AND 6"LATERALS Measurement shall be on an each(EACH) basis for either a 4"or 6"connection. Payment shall be for all labor,equipment,materials,and all other miscellaneous incidentals and work necessary to locate the existing 4"and 6"laterals where they connect to the existing 8"storm drain,and complete the connection of the existing lateral pipes to the new lateral pipes. Work also consists of excavation and removal of existing 8"storm drain to facilitate the connection of the new laterals to the existing laterals. BID ITEM NO. 12 CATCH BASINS(CG-2) Measurement shall be on an each (EACH) basis. Payment will be in full for furnishing and placing all materials,and for furnishing all equipment,labor, and incidentals necessary to complete the work as specified (Section 00470). Work also consists of.removal of existing catch basins where a new catch basin is to be constructed,or construction of a new catch basin at a site without an existing catch basin; additional excavation as needed to construct to specified depth;and connection of all new pipe and existing pipe not indicated to be abandoned. BID ITEM NO. 13 CATCH BASIN—REMOVE/ABANDON Measurement shall be on an each (EACH) basis. Payment will be in full for removal/abandonment of existing catch basins which will not be replaced, (per Section 00490.44 of the Standard Specifications). Work also consists of. all equipment,labor,and incidentals necessary to prepare for final HMAC surfacing of the catch basin site. BID ITEM NO. 14 STORM DRAIN MANHOLES (STANDARD) Measurement shall be on an each (EACH) basis. Payment will be in full for furnishing and placing all materials,and for furnishing all equipment,labor, and incidentals necessary to complete the work as specified for standard manhole construction for depths greater than 59" (Plan detail DWG 010,Sheet C7). Work shall include excavation,shoring,dewatering,connection of all pipes,backfill,and temporary asphalt surfacing. BID ITEM NO.15 STORM DRAIN MANHOLES (FLAT TOP) Measurement shall be on an each (EACH) basis. ITB Canterbury Lane Storm Line Upgrade 26 1 Pa g e Payment will be in full for furnishing and placing all materials,and for furnishing all equipment,labor,and incidentals necessary to complete the work as specified for flat top manhole construction for depths 36"- 59"(Plan detail DWG 050,Sheet C7). Work shall include excavation,shoring,dewatering,and connection of all pipes,backfill,and temporary asphalt surfacing. BID ITEM NO.16 STORM DRAIN MANHOLES (SHALLOW) Measurement shall be on an each(F-ACI-1)basis. Payment will be in full for furnishing and placing all materials,and for furnishing all equipment,labor,and incidentals necessary to complete the work as specified for shallow manhole construction for depths less than 36" (Plan detail RD342,Sheet C7). Work shall include saw cutting,excavation,shoring,dewatering,construction of manhole over the existing storm drain,cutting top of out of existing pipe within the manhole and preparing as noted in Section 00490.41 (b) of the Standard Specifications,connection of all pipes,backfill,and temporary asphalt surfacing. BID ITEM NO.17 WATER QUALITY MANHOLE(SNOUT TYPE) Measurement shall be on an each (EACH) basis. Payment will be in full for furnishing and placing all materials,and for furnishing all equipment,labor,and incidentals necessary to complete the work as specified for the snout type water quality manhole(Plan details DWG 250 and 260, Sheet C8). Work shall include saw cutting,excavation,shoring,dewatering,connection of all pipes,backfill,and temporary asphalt surfacing. BID ITEM NO.18 ABANDON EXISTING STORM DRAINS Measurement shall be on a lineal foot(FOOT)basis for abandonment of designated existing storm drains. Payment shall be for all labor,equipment,materials,and all other miscellaneous incidentals and work necessary to abandon 8"-12"diameter storm drains as identified in the contract documents. Work includes draining and plugging lines to be abandoned,saw cutting,excavation,haul-off,locating and accessing end points to plug,filling with controlled low-strength material,and surface restoration of disturbed areas. BID ITEM NO. 19 TRENCH RESTORATION PERMANENT HMAC Measurement shall be on a square yard(SQ.YARD)basis. (Note: depth of asphalt to match existing or 6",whichever is greater. Average depth estimated at 5 inches based on potholing records associated with utility locates in the project area.) Payment shall be for all labor,equipment,materials,and all other miscellaneous incidentals and work necessary to place and finish the permanent HMAC surfacing. Work includes all final saw cutting(if not covered or completed as part of the other bid items),and other preparatory work necessary to complete the HMAC surfacing work. Bid item No. 19 applies to all trench restoration upstream of Station 10+20. BID ITEM NO.20 TRENCH RESTORATION PERMANENT HMAC(ODOT) Measurement shall be on a square yard(SQ.YARD)basis. (Note:depth of asphalt to match existing or 4",whichever is greater. Average depth estimated at 8 inches based on potholing records associated with utility locates in the project area.) ITB Canterbury Lane Storm Line Upgrade 27 1 Page Payment shall be for all labor,equipment,materials,and all other miscellaneous incidentals and work necessary to place and finish the permanent HMAC surfacing. Work includes all final saw cutting(if not covered or completed as part of the other bid items),and other preparatory work necessary to complete the HMAC surfacing work Bid item No.20 applies to construction from Station 10+00 to Station 10+20 and includes compliance with ODOT requirements for construction. (Note estimated average depth of existing pavement is 8 inches). BID ITEM NO.21 MISCELLANEOUS SURFACE RESTORATION Measurement shall be on a lump sum(LUMP SUM)basis. Payment shall be for all labor,equipment,materials,and all other miscellaneous incidentals and work necessary to restore surfaces disturbed by the Contractor's activities but not otherwise provided for in the bid items listed herein. Work includes,but is not limited to,seeding,sodding,plant replacement,gravel,concrete or pavement not identified for removal as part of the project. BID ITEM NO.22 ROCK REMOVAL Measurement shall be on a cubic yard(CU.YARD)basis per Section 405.81 of the Standard Specifications. Payment shall be for all labor,equipment,materials,and all other miscellaneous incidentals and work necessary to remove rock as defined in the specifications. Payment for rock removal requires documentation of rock to be removed by City inspector prior to removal from excavation. BID ITEM NO.23 TRAFFIC CONTROL Measurement shall be on a lump sum(LUMP SUM)basis. Payment shall be for preparation of,and compliance with,and implementation of a City approved Traffic Control Plan and installment of two(2)4'x6'temporary project signs at a location determined by the Engineer. (See temporary sign detail—Attachment K�. Work includes all traffic control activities required including labor,equipment,materials and all other miscellaneous incidentals and work necessary to provide the necessary traffic control. BID ITEM NO.24 EXTRA WORK AS AUTHORIZED Extra Work as Authorized bid includes labor,equipment and materials to perform additional work as directed by the Engineer. Bid item amount pre-determined by City and to be added in total bid. Measurement and payment of work under this bid item shall be on a negotiated basis between the Contractor and Engineer agreed upon prior to the work being performed.No work under this bid item shall be paid unless authorized in writing by the Engineer. ITB Canterbury Lane Storm Line Upgrade 28 1 Pa g e ATTACHMENT B ACKNOWLEDGMENT OF ADDENDA CITY OF TIGARD CANTERBURY LANE STORM LINE UPGRADE I/WE HAVE RECEIVED THE FOLLOWING ADDENDA: If none received, write `None Received" 1. Addendum #1 8-22-2016 3, None Received 2. None Received 4, None Received 8-25-2016 Date k6lature of Proposer Derek Osterholme - President Title D&T Excavation Corporate Name ITB Canterbury Lane Storm Line Upgrade 29 Page ATTACHMENT C BID CERTIFICATIONS CITY OF TIGARD CANTERBURY LANE STORM LINE UPGRADE 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 any 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 terminated and that a recurrence of such acts is unlikely. Agreed by: 'd< rr . Firm Name: D&T Excavation Address: PO Box 3767 Wilsonville, OR 97070 //6) Officer's signature: r Type or print officer's name: Derek Osterholme - President ITB Canterbury Lane Storm Line Upgrade 30 P a g c ATTACHMENT D FIRST TIER SUBCONTRACTOR DISCLOSURE FORM CITY OF TIGARD CANTERBURY LANE STORM LINE UPGRADE BID #: CIP 2016-94033 CLOSING: Date: Thursday,August 252016 Time: 2:00 pm 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 that need to be disclosed. (ATTACH ADDITIONAL SHEETS IF NEEDED). NAME DOLLAR VALUE CATEGORY OF WORK 1) 5-.Z Lir fvt. .s $ 4 ,4 o, C 0 0. 2) $ 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. Form submitted by (bidder name): D&T Excavation Contact name: Derek Osterholme Phone #: 503-612-9284 ITB Canterbury Lane Storm Line Upgrade 31 1 Page ATTACHMENT E BID BOND CITY OF TIGARD CANTERBURY LANE STORM LINE UPGRADE We, D &T Excavation, Inc. , as "Principal," (Name of Principal) and North American Specialty Insurance Company an New Hampshire 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,administrators,successors,and assigns to pay unto the City of Tigard ("Obligee") 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 Obligee in response to Obligee's solicitation for the project identified as Canterbury Lane Storm Line Upgrade,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 (109/6) 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 Obligee its good and sufficient Performance Bond and Payment bond required by Obligee within the time fixed by Obligee, then this 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 25th day of August 2016 PRINCIPAL: D&T Excavation, Inc. SURETY. North American Specialty Insurance Company y: BY ATTORNEY-IN-FACT Signature �eXe�� fes,. /•.,froc fles,Jcrrr Jeffrey L. Broyles,Attorney-In-Fact ted Name z 'itle Pri e 4 a Attest: Se 222 SW Columbia Street, Suite 630 Address Portland OR 97201 City State Zip ITB Canterbury Lane Storm Line Upgrade 32 1 Page NAS SURETY GROUP NORTH AMERICAN SPECIALTY INSURANCE COMPANY WASHINGTON INTERNATIONAL INSURANCE COMPANY GENERAL POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS,THAT North American Specialty Insurance Company,a corporation duly organized and existing under laws of the State of New Hampshire,and having its principal office in the City of Manchester,New Hampshire,and Washington International Insurance Company,a corporation organized and existing under the laws of the State of New Hampshire and having its principal office in the City of Schaumburg,Illinois,each does hereby make,constitute and appoint: JEFFREY L.BROYLES,CLIFF W.ELLING,JENNIFER MILLER,GARY CONRAD-WIGGINS, and PAMELA A.NELSON JOINTLY OR SEVERALLY Its true and lawful Attomey(s)-in-Fact,to make,execute,seal and deliver,for and on its behalf and as its act and deed,bonds or other writings obligatory in the nature of a bond on behalf of each of said Companies,as surety,on contracts of suretyship as are or may be required or permitted by law,regulation,contract or otherwise,provided that no bond or undertaking or contract or suretyship executed under this authority shall exceed the amount o£ FIFTY MILLION($50,000,000.00)DOLLARS This Power of Attorney is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of Directors of both North American Specialty Insurance Company and Washington International Insurance Company at meetings duly called and held on the 9h of May,2012: "RESOLVED,that any two of the Presidents,any Managing Director,any Senior Vice President,any Vice President,any Assistant Vice President, the Secretary or any Assistant Secretary be,and each or any of them hereby is authorized to execute a Power of Attorney qualifying the attorney named in the given Power of Attorney to execute on behalf of the Company bonds,undertakings and all contracts of surety,and that each or any of them hereby is authorized to attest to the execution of any such Power of Attorney and to attach therein the seal of the Company; and it is FURTHER RESOLVED,that the signature of such officers and the seal of the Company may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile,and any such Power of Attorney or certificate bearing such facsimile signatures or facsimile seal shall be binding upon the Company when so affixed and in the future with regard to any bond,undertaking or contract of surety to which it is attached." ``�1011uiuls//� ,``\��Q Glpl.17Y� U����� yomuwuwu,! i �` 'lIONq s;, • o G'my Si [e ' F [+'S `•n' Steven P.Anderson,Senior Vice President of Washington International Insurance Company 2; C, sSL SEAL r -p } �ytg;Z 1973 `ety_O\ &Senior Vice President of North American Specialty Insurance Company z C)? m Michael A.Bo�-----P— ea nit of international nsurance ompany 4 1011,111,u+i"e"o`\P &Senior Vice President of North American Specialty Insurance Company IN WITNESS WHEREOF,North American Specialty Insurance Company and Washington International Insurance Company have caused their official seals to be hereunto affixed,and these presents to be signed by their authorized officers this 29th day of June ,2015 . North American Specialty Insurance Company Washington International Insurance Company State of Illinois County of Cook ss: On this 29th day of June 20_L5,before me,a Notary Public personally appeared Steven P.Anderson ,Senior Vice President of Washington International Insurance Company and Senior Vice President of North American Specialty Insurance Company and Michael A.Ito, Senior Vice President of Washington International Insurance Company and Senior Vice President of North American Specialty Insurance Company,personally known to me,who being by me duly sworn,acknowledged that they signed the above Power of Attorney as officers of and acknowledged said instrument to be the voluntary act and deed of their respective companies. ��KSE ALNYNOTARYPATE OF ILLINOIS M.Kenny,Notary Public MY COMMISSION EXPIRES 1Z%017 I, Jeffrey Goldberg the duly elected Assistant Secretary of North American Specialty Insurance Company and Washington International Insurance Company,do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney given by said North American Specialty Insurance Company and Washington International Insurance Company,which is still in full force and effect. IN WITNESS WHEREOF,I have set my hand and affixed the seals of the Companies this day of A441,eS f-- 20 1,10 . Jeffrey Goldberg,Vice President&Assistant Secretary of Washington International Insurance Company&North American Specialty Insurance Company CP «cz,3 ATTACHMENT F PUBLIC IMPROVEMENT CONTRACT—PWR COVERED PROJECT CITY OF TIGARD CANTERBURY LANE STORM LINE UPGRADE THIS CONTRACT,made and entered into this 19`h day of October,2016,by and between the City of Tigard, a municipal corporation of the State of Oregon, hereinafter called "City" and D & T Excavation 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 Contractor's services under this Agreement shall consist of the following: 1. Mobilization, traffic and erosion control. 2. Removal or abandonment in place of existing storm lines. 3. Installation of new storm lines, manholes, water quality manhole, catch basins and other appurtenances. 4. Permanent HMAC trench restoration. 5. Performance of additional and incidental work as called for by the specifications and plans. 2. 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 titles that are bound in the solicitation documents and the standard documents comprised of the 2015 Oregon Standard Specification for Construction. Solicitation Documents Advertisement for Bids Bidding Requirements and Procedures Award and Execution of Contract Proposal Acknowledgement of Addenda Bid Certifications—Non-Discrimination 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 (2015 Oregon Standard Specification for Construction as amended by the Special Provisions) Standard Specifications(2015 Oregon Standard Specification for Construction 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 Andrew Newbury,Sr.Project Engineer, who can be reached by mail at 13125 SW Hall Blvd.,Tigard, Oregon 97223;by telephone: (503) 718- 2472,or via email at andrewn&tigard-ongov . 6. Contractor's Representative For purpose hereof,the Contractor's authorized representative will be Derek Osterholme. 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 applicable. 8. Compensation A. Progress Payments: City agrees to pay Contractor Three Hundred Ninety Eight Thousand and No/100 Dollars ($398,000.00) 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 therein. 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 submitted to the City. The City shall retain the 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 "Time 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 liens, 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 this 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 this 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 submit 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 nor 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 minimum 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 lien 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 certifying 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 Contractor's 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 in 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 in excess of 10 hours in 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 written 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 in the fulfillment of this 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 parry 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 the 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. Terniination 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 parry already accrued prior to such termination. B. 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, fails 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 City 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 Wildlife • 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 ➢ Human 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 Districts 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 writing 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 rights 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 in or implied by this contract. 23. Attorney's Fees In case suit or action is instituted to enforce the provisions of this contract, the parties agree that the losing party shall pay such sutra 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 arising 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. Indemnification Contractor warrants that all its work will be performed in accordance with generally accepted professional practices and standards as well as the requirements of applicable federal, state and local laws, it being understood that acceptance of a contractor's work by City shall not operate as a waiver or release. Contractor agrees to indemnify and defend the City,its officers, agents and employees and hold them harniless from any and all liability,causes of action,claims,losses,damages,judgments or other costs or expenses including attorney's fees and witness costs and(at both trial and appeal level,whether or not a trial or appeal ever takes place) that may be asserted by any person or entity which in any way arise from, during or in connection with the performance of the work described in this contract, except liability arising out of the negligence of the City and its employees. If any aspect of this indemnity shall be found to be illegal or invalid for any reason whatsoever, such illegality or invalidity shall not affect the validity of the remainder of this indemnification. 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 all risks arising directly or indirectly 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 subcontractor 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 this 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 $3,000,000 Products-Completed Operations Aggregate $2,000,000 Personal&Advertising Injury $1,000,000 Each Occurrence $2,000,000 Fire Damage (Any one fire) $50,000 B. Commercial Automobile Insurance: Contractor shall also obtain, at contractor's expense, and keep in effect during the term of the contract, "Symbol 1" Commercial Automobile Liability coverage including coverage for all owned, hired, and non-owned vehicles. The Combined Single Limit per occurrence shall not be less than$2,000,000. C. Workers'Compensation Insurance: The Contractor,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. Contractors who perform work without the assistance or labor of any employee need not to obtain such coverage." This shall include Employer's Liability Insurance with coverage limits of not less than $1,000,000 each accident. D. Additional Insured Provision: The City of Tigard,Oregon,its officers, directors,and employees shall be added as additional insureds with respect to this contract. All Liability Insurance policies will be endorsed to show this additional coverage. E. Insurance Carrier Rating: Coverage provided by the Contractor must be underwritten by an insurance company deemed acceptable by the City. The City reserves the right to reject all or any insurance carrier(s)with an unacceptable financial rating. F. Certificates of Insurance: As evidence of the insurance coverage required by the contract, the contractor shall furnish a Certificate of Insurance to the City. No contract shall be effected until the required certificates have been received and approved by the City. The certificate will specify and document all provisions within this contract. A renewal certificate will be sent to the above address 10 days prior to coverage expiration. G. 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. H. Primary Coverage Clarification: All parties to this contract hereby agree that the contractor's coverage will be primary in the event of a loss. I. Cross-Liability Clause: A cross-liability clause or separation of insureds clause will be included in all general liability,professional liability,pollution and errors and omissions policies required by this contract. A copy of each insurance policy, certified as a true copy by an authorized representative of the issuing insurance company,or at the discretion of City,in lieu thereof,a certificate in form satisfactory to City certifying to the issuance of such insurance shall be forwarded to: City of Tigard Attn: Contracts&Purchasing Department 13125 SW Hall Blvd Tigard,Oregon 97223 Such policies or certificates must be delivered prior to commencement of the work. Ten days cancellation notice shall be provided City by certified mail to the name at the address listed above in event of cancellation or non-renewal of the insurance. 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 Malting 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 D&T EXCAVATION Attn: Andrew Newbury Attn: Derek Osterholme Address: 13125 SW Hall Blvd Address: PO BOX 3767 Tigard,Oregon 97223 Wilsonville OR 97070 Phone: (503) 718-2472 Phone: 503-612-9284 Email: andrewn n,tieard-or.gov Email: dereko crdtexcavation.com 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. Representations and Warranties Contractor represents and warrants to the City that: A. Contractor has the power and authority to enter into and perform this Agreement. B. This Agreement, when executed and delivered, is a valid and binding obligation of Contractor, enforceable in accordance with its terms. C. Contractor(to the best of Contractor's knowledge,after due inquiry), for a period of no fewer than six calendar years (or since the firm's inception if less than that) preceding the effective date of this Agreement, faithfully has complied with: 1) All tax laws of this state,including but not limited to ORS 305.620 and ORS chapters 316,317, and 318; 2) Any tax provisions imposed by a political subdivision of this state that applied to Contractor,to Contractor's property, operations, receipts, or income, or to Contractor's performance of or compensation for any work performed by Contractor; 3) Any tax provisions imposed by a political subdivision of this state that applied to Contractor,or to goods,services,or property,whether tangible or intangible,provided by Contractor;and 4) Any rules, regulations, charter provisions, or ordinances that implemented or enforced any of the foregoing tax laws or provisions. D. Any intellectual property rights or such delivered to the City under this Agreement,and Contractor's services rendered in the performance of Contractor's obligations under this Agreement, shall be provided to the City free and clear of any and all restrictions on or conditions of use, transfer, modification, or assignment, and shall be free and clear of any and all liens, claims, mortgages, security interests,liabilities,charges,and encumbrances of any kind. 34. Compliance with Tax Laws A. Contractor must, throughout the duration of this Agreement and any extensions, comply with all tax laws of this state and all applicable tax laws of any political subdivision of the State of Oregon. For the purposes of this Section,"tax laws"includes all the provisions described in subsection 25.C. 1) through 4) of this Agreement. B. Any violation of subsection A of this section shall constitute a material breach of this Agreement. Further, any violation of Contractor's warranty, in subsection 25.0 of this Agreement that the Contractor has complied with the tax laws of the State of Oregon and the applicable tax laws of any political subdivision of this state also shall constitute a material breach of this Agreement. Any violation shall entitle the City to terminate this Agreement,to pursue and recover any and all damages that arise from the breach and the termination of this Agreement, and to pursue any or all of the remedies available under this Agreement,at law,or in equity,including but not limited to: 1) Termination of this Agreement,in whole or in part; 2) Exercise of the right of setoff, and withholding of amounts otherwise due and owing to Contractor,in an amount equal to State's setoff right,without penalty;and 3) Initiation of an action or proceeding for damages,specific performance,declaratory or injunctive relief. The City shall be entitled to recover any and all damages suffered as the result of Contractor's breach of this Agreement,including but not limited to direct, indirect,incidental and consequential damages, costs of cure, and costs incurred in securing a replacement Contractor. These remedies are cumulative to the extent the remedies are not inconsistent,and the City may pursue any remedy or remedies singly,collectively,successively,or in any order whatsoever. 35. Complete Agreement This 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,modification,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: October 18,2016. CITY OF TIGARD D& X ATION Signature Signature 4de A� /1-5�r- Lweh Printed Name&Title C VPrinted Name&Title 0 12- Date IDate ATTACHMENT G PUBLIC IMPRPOVEMENT CONTRACT-PERFORMANCE BOND CITY OF TIGARD CANTERBURY LANE STORM LINE UPGRADE Bond Number: 2203551 Project Name: Canterbury Lane Storm Line Upgrade North American Specialty Insurance Company (Surety#1) Bond Amount No. 1: $ 398,000.00 N/A (Surety#2)* Bond Amount No. 2:* $ N/A *fusing mult ple sureties Total Penal Sum of Bond: $ 398,000.00 We, DST Excavation,Inc. as Principal,and the above identified Surety(ies), 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 municipality of the State of Oregon, the sum of (total Penal Sum of Bond) Three Hundred Ninety-Eight Thousand&No/100ths—Dollars($398,000.00) (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 with 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 the 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 with 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 thereunder, 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 the specifications. IN WITNESS WHEREOF, WE HAVE CAUSED THIS INSTRUMENT TO BE EXECUTED AND SEALED BY OUR DULY AUTHORIZED LEGAL REPRESENTATIVES. Dated this 21st day of October , 2016 PRIN &T Ex tion, Inc. Signature �e D-'krf16Inv - &Ick Printed Name&litle Attest: � Z�; SURETY• North American Specialty Insurance Company (Add signatures for each surety if using multole bonds) BY ATTORNEY-IN-FACT: (Polver--of-Attorney must acco)Vany each surety bona Pamela A.Nelson Name K;�?4 ��- Signature 222 SW Columbia St.,Ste.600 Address Portland OR 97201 City State Zip 503-224-4155 503-274-2155 Phone Fax ATTACHMENT H PUBLIC IMPROVEMENT CONTRACT-PAYMENT BOND CITY OF TIGARD CANTERBURY LANE STORM LINE UPGRADE Bond Number: 2203551 Project Name:Canterbury Lane Storm Line Upgrade North American Specialty Insurance Company (Surety#1) Bond Amount No. 1: $398,000.00 N/A (Surety#2)* Bond Amount No.2:* $N/A *If using multiple sureties Total Penal Sum of Bond: $398,000.00 We, D&T Excavation. Inc. as Principal,and the above identified Surety(ies), 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 municipality of the State of Oregon, the sum of (total Penal Sum of Bond)Three Hundred Ninety-Eight Thousand and No/100ths—Dollars($398,000.00) (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 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"COntrace ;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 truly and fully do and perform all matters and things by it undertaken to be performed under said Contract and any duly 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 harmless the City of Tigard its officers,agents,and employees against any claim for direct or indirect damages of every kind and description that shall be suffered or claimed to be suffered in connection with 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 permit 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 Nonpayment of the bond premium will not invalidate this bond nor shall the City of Tigard be obligated for the payment of any premiums. This bond is given and received under the authority of ORS Chapter 279C and Tigard Public Contracting Rules, the provisions of which are incorporated into this bond and made a part hereof. IN WITNESS WHEREOF, WE HAVE CAUSED THIS INSTRUMENT TO BE EXECUTED AND SEALED BY OUR DULY AUTHORIZED LEGAL REPRESENTATIVES. Dated this 21st day of October 2016 PRINC D&T Excavation,Inc. B Signature Printed Name&Title Attest: t c SURETY: North American Specialty Insurance Company (Add signatures for each suety if using multiple bonds) BY ATTORNEY-IN-FACT: (Power-of-Attorney must accompany each surety bona Pamela A.Nelson Name Signature 222 SW Columbia St.,Ste.600 Address Portland OR 97201 City State Zip 503-224-4155 503-274-2155 Phone Fax NAS SURETY GROUP NORTH AMERICAN SPECIALTY INSURANCE COMPANY WASHINGTON INTERNATIONAL INSURANCE COMPANY GENERAL POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS,THAT North American Specialty Insurance Company,a corporation duly organized and existing under laws of the State of New Hampshire,and having its principal office in the City of Manchester,New Hampshire,and Washington International Insurance Company,a corporation organized and existing under the laws of the State of New Hampshire and having its principal office in the City of Schaumburg,Illinois,each does hereby make,constitute and appoint: JEFFREY L.BROYLES,CLIFF W.ELLING,JENNIFER MILLER,GARY CONRAD-WIGGINS, and PAMELA A.NELSON JOINTLY OR SEVERALLY Its true and lawful Attorney(s)-in-Fact,to make,execute,seal and deliver,for and on its behalf and as its act and deed,bonds or other writings obligatory in the nature of a bond on behalf of each of said Companies,as surety,on contracts of suretyship as are or may be required or permitted by law,regulation,contract or otherwise,provided that no bond or undertaking or contract or suretyship executed under this authority shall exceed the amount o£ FIFTY MILLION($50,000,000.00)DOLLARS This Power of Attorney is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of Directors of both North American Specialty Insurance Company and Washington International Insurance Company at meetings duly called and held on the 9's of May,2012: "RESOLVED,that any two of the Presidents,any Managing Director,any Senior Vice President,any Vice President,any Assistant Vice President, the Secretary or any Assistant Secretary be,and each or any of them hereby is authorized to execute a Power of Attorney qualifying the attorney named in the given Power of Attorney to execute on behalf of the Company bonds,undertakings and all contracts of surety,and that each or any of them hereby is authorized to attest to the execution of any such Power of Attorney and to attach therein the seal of the Company; and it is FURTHER RESOLVED,that the signature of such officers and the seal of the Company may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile,and any such Power of Attorney or certificate bearing such facsimile signatures or facsimile seal shall be binding upon the Company when so affixed and in the future with regard to any bond,undertaking or contract of surety to which it is attached." 10,1IA1l'n,,, 9//1��i tC.Nq4Nia z By g �� Goapo��sG ; Steven P.Anderson,Senior Vice President of Washington International Insurance Company 2" SEAL $ a: n &Senior Vice President of North American Specialty Insurance Company �Washington Michael A.IItto,Senior Vi�resr President of ernation urance &Senior Vice President of North American Specialty Insurance Company IN WITNESS WHEREOF,North American Specialty Insurance Company and Washington International Insurance Company have caused their official seals to be hereunto affixed,and these presents to be signed by their authorized officers this 29th day of June 2015 North American Specialty Insurance Company Washington International Insurance Company State of Illinois County of Cook SS: On this 29th day of June 201 before me,a Notary Public personally appeared Steven P.Anderson ,Senior Vice President of Washington Intemational Insurance Company and Senior Vice President of North American Specialty Insurance Company and Michael A.Ito, Senior Vice President of Washington International Insurance Company and Senior Vice President of North American Specialty Insurance Company,personally known to me,who being by me duly sworn,acknowledged that they signed the above Power of Attorney as officers of and acknowledged said instrument to be the voluntary act and deed of their respective companies. OFFICIAL SEAL M KENNY ,:�. NOTARY PUBLIC,STATE OF ILLINOIS M Keiiny,Notary Pubtic F=` MY COMMISSION EXPIRES 1ZMilr017 I, Jeffrey Goldberg . the duly elected Assistant Secretary of North American Specialty Insurance Company and Washington International Insurance Company,do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney given by said North American Specialty Insurance Company and Washington International Insurance Company,which is still in full force and effect. IN WITNESS WHEREOF,I have set my hand and affixed the seals of the Companies thisZday of Jeffrey Goldberg,Vice President&Assistant Secretary of Washington International Insurance Company&No, American Specialty Incurancc company ATTACHMENT I SUPPLEMENTARY GENERAL CONDITIONS CITY OF TIGARD CANTERBURY LANE STORM LINE UPGRADE 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 document. Section 00150.10(a) Order of Precedence- The Engineer will resolve any discrepancies between these documents in the following order of precedence: • Contract Change Orders; • Special Provisions; • Agency-prepared drawings specifically applicable to the Project and bearing the Project title; • Reviewed and accepted,stamped Working Drawings; • Standard Drawings; • Approved Unstamped Working Drawings; • Supplemental Specifications; • Standard Specifications;and • 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 Law 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". Section 170.70,Insurance-- Delete entire section. Section 170.72 Indemnity/Hold Harmless--Delete entire section. ITB Canterbury Lane Storm Line Upgrade 52 1 Pi a e 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,"When the Contract Time is stated 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 Allowance for Materials Left on Hand: Delete entire section. Section 199.40 Claims Decision Review,Delete entire section. ITB Canterbury Lane Storm Line Upgrade 53 1 P a g, e ATTACHMENT J SPECIAL PROVISIONS CITY OF TIGARD CANTERBURY STORM LINE UPGRADE WORK TO BE DONE The Work to be done under this Contract consists of the following in the City Limits of Tigard in Washington County: Furnish all labor,equipment,tools,and materials to construct approximately 1,686 lineal feet of 4"through 12" diameter storm sewers with manholes,catch basins,and other appurtenances. Perform additional and incidental work as called for by the specifications and plans entitled: Canterbury Lane Storm Sewer Line Upgrade APPLICABLE SPECIFICATIONS The Specification that is applicable to the Work on this Project is the 2015 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 project-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. 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—Control of Work Comply with Section 00150 of the Standard Specifications modified as follows: 00150.10 Coordination of Specifications and Plans: -Add the following paragraph at the end of(b) Immaterial Discrepancies During the progress of construction,it is expected that minor adjustments in the locations of some improvements will be necessary. Such relocations shall be made only by direction of the Engineer in writing. Unforeseen obstructions encountered as a result of such relocations will not be subject for claims for additional compensation by the contractor to any greater extent than would have been the case had the obstructions been encountered along the original location. 00150.15 Construction Stakes,Lines,and Grades: (a) General—Replace"Engineer"with"Contractor's Surveyor". (b) Agency Responsibilities—Delete bullet items 1-4. ITB Canterbury Lane Storm Line Upgrade 54 1 Page (c) Contractor Responsibilities—Replace with the following- The ollowingThe Contractor shall: • Coordinate construction to provide sufficient area for Surveyor to perform surveying work efficiently as safely; • Accurately measure detailed dimensions,elevations,and Slopes from the Agency's Contract Surveyor's stakes and marks; • Perform the Work in such a manner as to preserve stakes and marks;and • Set any reference lines for automatic control from the control stakes provided by the Surveyor. • The Contractor shall examine the stakes before commencing work. Where the validity of a stake(s)is questioned,promptly notify the Agency to check such stake(s) before proceeding. 00150.40 Cooperation and Superintendence by the Contractor: -Add the following paragraphs at the end of Section 00150.40: The contractor shall, at own expense,procure all permits,certificates and licenses required of him by law for the execution of his work. Contractor shall comply with all federal, state and local laws,ordinances or rules and regulations relating to performance of the work. All construction work shall be performed in conformance with the requirements of the Oregon State Department of Environmental Quality, Clean Water Services, ODOT within their right-of-way,and the Agency. The contractor acknowledges the full nature and location of the work; the general and local conditions, particularly those bearing upon availability of transportation,disposal,handling and storage of materials; availability of labor,water,electric power,roads;uncertainties of weather,or similar physical conditions at the site;the conformation and conditions of the ground; the character of equipment and facilities needed preliminary to and during the prosecution of the work;and all other matters which can in any way affect the work or the cost thereof under this Contract. The contractor further acknowledges understanding of the full character,quality,and quantity of surface materials to be encountered from inspecting the site,all exploratory work done by the Agency,as well as from information presented by the drawings and specifications made a part of this Contract. Any failure by the contractor to be acquainted with all the available information will not relieve responsibility for properly estimating the difficulty or cost of successfully performing the work. The contractor warrants that as a result of this examination and investigation of all the aforesaid data that they can perform the work in a good and workmanlike manner and to the satisfaction of the Agency. The Agency assumes no responsibility for any representations made by any of its officers or agents during or prior to the execution of this Contract,unless p) such representations are expressly stated in the Contract, and (2) the Contract expressly provides that the responsibility therefore is assumed by Agency. Representations for which liability is not expressly assumed by the Agency in the Contract shall be deemed only for the information of the contractor. 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 ITB Canterbury Lane Storm Line Upgrade 55 1 Page 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 Sewer 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 Parris 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 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 Andrea Kuehnel 971-409-7594 Damage&Repair 503-226-4211 ODOT-Storm ODOT Jim Nelson 971-673-6200 Section 00165—Quality of Materials Comply with Section 00165 of the Standard Specifications modified as follows: Delete Section 00165.03 of the Standard Specifications and substitute the following. 00165.03 Testing by Agency:—No testing will be performed by the City.All testing shall be the responsibility of the Contractor. Delete Section 00165.04 of the Standard Specifications and substitute the following- 00165.04 ollowing00165.04 Cost of Testing:—All testing required to be performed by the Contractor will be considered incidental and will be at the Contractor's expense. ITB Canterbury Lane Storm Line Upgrade 56 1 Page. Delete Section 00165.10 of the Standard Specifications and substitute the following. 00165.10 Contractor Quality Control: (a) Responsibilities-Be responsible for. • Furnishing material of the quality specified. • Performing testing as required by the Special Provisions. Section 00170—Legal Relations and Responsibilities Comply with Section 00170 of the Standard Specifications modified as follows: 00170.02 Permits,Licenses,and Taxes: • Contractor shall provide proof of a current City Business License or a Metro Contractor's Business License. 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 PFI Permit 2. Contract Fee payment to BOLI. 00170.60 Safety,Health,and Sanitation Provisions:—Add the following paragraph to the end of this subsection: The Contractor shall provide and maintain proper portable sanitary facilities for his employees and his subcontractors'employees during day and night shifts that will comply with the regulations of the local and State departments of health and as directed by the City Engineer. 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 Contractors 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, sidewalks,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,Materials supplied,and Equipment incorporated into the Work,except as otherwise provided in this Section. Section 00180 Prosecution and Progress Comply with Section 00180 of the Standard Specifications,modified as follows. 00180.40 Limitation of Operations:—Add the following at the end of this subsection: ITB Canterbury Lane Storm Line Upgrade 57 1 P ,i c (e)Limitation of Operations-Limitation of operations specified in these special provisions includes,but is not limited to the following- Limitations ollowingLimitations Subsection •Cooperation with Utilities...................................................................................................................00150.50 •Commencement and Performance of Work.................................................................................00180.43 •Final completion time........................................................................................................................00180.50 •Lane Restrictions..................................................................................................................................00220.40 Be aware of and subject to schedule limitations in the Standard Specifications and supplemental Standard Specifications which are not listed in this subsection. Under Section 00180.41—Project Work Schedules:Contractor to submit a Type"A"Schedule 10 days prior to preconstruction conference. 00180.50 Contract Time:—Add the following: Work to be done under this project must be completed within 90 calendar days of issuance of the Notice to Proceed. 00180.85 Failure to Complete on Time;Liquidated Damages:—Add the following sentence to the end of subsection (b): The liquidated damages for failure to obtain substantial completion on time as required by 00180.50 (h)is$500 per calendar day-. Section 00220—Accommodations for Public Traffic 00220.02 Public Safety and Mobility: -Add the following bulleted items to the end of this subsection: • 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 businesses shall be maintained. Access to private properties must be kept open. • 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. • 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. • Do not place work zone signs or supports that will block existing walkways,unless a pedestrian detour route has been submitted and approved by the City. • 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 necessary to reduce excessive delays and/or protect public safety. ITB Canterbury Lane Storm Line Upgrade 58 1 Pa g e • 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. Emergency Services 911 City of Tigard Police Department(Non-Emergency) 503-629-0111 Tualatin Valley Fire&Rescue(Station 51) Qohn Wolff) 503-612-7000 United States Post Office (Non-Emergency Services) 503-968-0753 or 503-968-2991 United States Post Office (Emergency Services) 866-261-6412 Tigard-Tualatin School District Qean Devenport) 503-431-4046 First Student Qoanne Kirkbride) 503-431-2345 Pride Disposal(Lottie Schmidt) 503-625-6177 Ext 129 Section 00225—Work Zone Traffic Control Replace this Section of the Standard Specifications with the following. 00225.00 Scope—This work consists of providing temporary traffic control measures (TCM) and furnishing,installing,moving,operating,maintaining,inspecting,and removing traffic control devices (TCD) throughout the Project area according to these specifications or as directed. Comply with Section 00225 of the Standard Specifications modified as follows: 00225.05 Contractor Traffic Control Plan: -Replace this subsection,except for the subsection number and title,with the following: The Contractor must supply a Traffic Control Plan in accordance with the City's Standard Specifications for work within Cityright-of-way. A copy of the approved Traffic Control Plan shall be available at the work area. The contractor must supply a Traffic Control Plan for work within Highway 99W according to ODOT standards and ODOT detail TM800. The City will obtain the required ODOT Permit for the project. See ODOT Permit conditions regarding lane closures on Highway 99W. The contractor to install two (2) 4'x6'project sign at a location determined by the Engineer. Contractor is responsible for furnishing and installing signs complete. (See temporary sign detail—Attachment K). 00225.90 Payment: —Payment will be by Method`W'—Lump Sum Basis. Section 00280—Erosion and Sediment Control Comply with Section 00280 of the Standard Specifications modified as follows: 00280.90 Payment:—Replace this subsection, except for the subsection number and title,with the following: No separate or additional payment will be made for Erosion and Sediment Control,as it is considered incidental to the project cost and the expense shall be included in the lump sum bids or unit price bids,as applicable. ITB Canterbury Lane Storm Line Upgrade 59 1 pa g e Section 00290—Environmental Protection Comply with Section 00290 of the Standard Specifications modified as follows: 00290.90 Payment:—Replace this subsection,except for the subsection number and title,with the following. No separate or additional payment will be made for Environmental Protection, as it is considered incidental to the project cost and the expense shall be included in the lump sum bids or unit price bids, as applicable. Section 00405—Trench Excavation, Bedding, and Backfill Comply with Section 00405 of the Standard Specifications modified as follows: 00405.48 Surface Removal:—Modify item"(c) Pavement, Curb,and Sidewalk", second paragraph, first sentence: delete "6 inches wider" and replace with"12 inches wider". 00405.82 Trench Foundation: —Trench foundation will be measured on a volume basis. 00405.90 Payment:—Add to Section 00405.90: Payment for trench foundation will only be made for work completed in the specific areas and to the extent preauthorized in writing by the Engineer. Section 00415—Video Pipe Inspection Comply with Section 00415 of the Standard Specifications pertaining to cleaning and corrections to deficiencies in work. The City of Tigard will conduct a television inspection of all storm sewers upon successful completion of required cleaning. Cleaning and correction of deficiencies shall be completed by the Contractor prior to acceptance at no cost to the City. Section 00445—Sanitary, Storm, Culvert, Siphon, and Irrigation Pipe Comply with Section 00445 of the Standard Specifications modified as follows: 00445.80 Measurement:—Modify item"(a) Pipes" under"Depth" to specify a maximum depth range for the flow line of each pipe to be 6 feet. Section 00470—Manholes, Catch Basins, and Inlets Comply with Section 00470 of the Standard Specifications modified as follows: 00470.00 Scope:—Modify first sentence to include"water quality manholes". Section 00490—Work on Existing Sewers and Structures Comply with Section 00490 of the Standard Specifications modified as follows: 00490.10 Payment:—Add pay item"(i) Filling Abandoned Pipe in Place". Unit of measure is per lineal foot of pipe for all abandoned storm sewer piping 6"-12"in diameter. 00490.43 Abandoning Pipe in Place:—modify last paragraph to apply to pipe diameters 6"— 12". ITB Canterbury Lane Storm Line Upgrade 60 1 1' a e Section 00495—Trench Resurfacing Comply with Section 00495 of the Standard Specifications modified as follows: 00495.80 Measurement:—modify the edge to edge width for surface replacement to be the nominal inside diameter of the pipe plus 36 inches for pipes less than 36 inch diameter for work within City right-of-way (upstream of Station 10+20). For construction within approximate ODOT right-of-way(downstream of Station 10+20),modify the edge to edge width for surface replacement to be 50 inches. 00495.90 Payment:—add the following paragraph: Payment is for permanent HMAC resurfacing only. Section 00745—Hot Mixed Asphalt (HMAC) Comply with Section 00745 of the Standard Specifications modified as follows: 00745.80 Measurement: —Measurement will be in accordance with Section 00495.80. 00745.90 Payment: —Payment will be in accordance with Section 00495.90. Section 01030- Seeding Comply with Section 01030 of the Standard Specifications modified as follows: 01030.00 Scope:—Replace with the following: This work consists of restoring damaged lawns to their original condition. 001030.80 Measurement: - Replace this subsection,except for the subsection number and title,with the following: No measurement of quantities will be made for work performed under this Section. 01030.90 Payment:—Replace this subsection,except for the subsection number and title,with the following: Work performed under this Section will be paid for as part of the contract lump sum price for the bid item "Miscellaneous Surface Replacement". 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. Section 01040-Planting Comply with Section 01040 of the Standard Specifications modified as follows. 01040.00 Scope:—Replace with the following: This work consists of restoring damaged plantings to their original condition. 001040.80 Measurement: -Replace this subsection,except for the subsection number and title,with the following: ITB Canterbury Lane Storm Line Upgrade 611 P a y r No measurement of quantities will be made for work performed under this Section. 01040.90 Payment:—Replace this subsection,except for the subsection number and title,with the following: Work performed under this Section will be paid for as part of the contract lump sum price for the bid item "Miscellaneous Surface Replacement". 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. ITB Canterbury Lane Storm Line Upgrade 62 1 1' 1 r ATTACHMENT K PROJECT DETAIL CITY OF TIGARD CANTERBURY LANE STORM LINE UPGRADE S. 4" CITE' OF TIGARD �.. --TCAPlTERBURY LN STORM LINE IMPROVEMENTS 4' Tf FUNDING SOURCE: STORM 2.5 CONTRACTOR: INFORMATION: 503-710-2472 hum , S-gn 8ockgrvvnd: W4N .Retroreflective rlrecfaog 2. SrQn Lcpend: A90L-fc"f ftm, ftt-vrcfi=V;,v w7rrirng 3. Sign 9wdcr: .9" t' FVush border 4. Lear wr7i be privKdcd by the afy of I-gxrd % Sign Joccfions to be determined by Engrncrn PROJECT SIGN KITS 1. PaFar to A9VJiCO Sectbon 6F02 thru 6F.P4, &r:15 and 8F17 for Te pwary• Tnoffhc Cantrw Zorrc Dcvt= (rear wvrf Warmrrg SSgrt) GTnercJ Chcrwfrrrsfics, ottcmcf Lc mounting d&dces, sign ptac&m&nt and nxvhte,-7encs requ.Semente arhd Kbrning Srgr' Functbe% oss;gn, acrd App(wafian. 2. bse of affamativef'ea- orary rnourrfing devkw far conatrucMao &gns musf be aporaved a by the cngbrar. 3 InataVJ pru)ect and worrMnp srpna prAor tQ project corrrntanoemsat. h h 6� i CANTERBURY LN. STORM MUM �'�ro'&" TEMPORARY PROJECT SIGN RG DETAIL ME No �. w�u�aaa-aunv 94x3. ITB Canterbury-Lane Storm Line Upgrade 63 1 Page ATTACHMENT L OREGON PREVAILING WAGE RATES CITY OF TIGARD CANTERBURY LANE STORM LINE UPGRADE May be downloaded from: htW://www.g=gon.gov/boli/WHD/PWR/Pages/PWR Rate Publications 2016.aWx ITB Canterbury Lane Storm Line Upgrade 64 ( Page CITY OF TIGARD y'9l4 TAYLOR'S FERRY N ROAD OREGON `K NORTH SG�OL�S �OQO N DAKOTA Q to PLANS FOR PROJECT STREET c BARROWSCANTERBURY LANE z MO�/NTq�N 3 STREET MCDONALD RD Q R BONITA m � %STORM SEWER LINE UPGRADE Q BEEF BEND RD ° DURHAM = N O� T� ,N RivF� SW CANTERBURY LANE & SW 109TH Project Location TO BE SUPPLEMENTED BY THE OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION 2015 VICINITY MAP INDEX OF SHEETS NO. NAME TITLE . 1 C1 COVER SHEET do VICINITY MAP It Cdr Fairhaven Waw � 2 C2 GENERAL NOTES AND LEGEND 3 C3 SW CANTERBURY LANE STA 10+00 TO STA 15+00 4 C4 SW CANTERBURY LANE STA 15+00 TO STA 19+50 5 C5 SW CANTERBURY LANE STA 19+50 TO STA 22+00 SW HdIvIeVeSt 0 STA 13+50 6 C6 SW 109TH STA 10+00 T "z 7 C7 MISCELLANEOUS DETAILS Goodwill Thrift Store, " St. .nitho+,Ti `z Geim t r ' . ., 8 C8 MISCELLANEOUS DETAILS -, 9 C9 MISCELLANEOUS DETAILS na ' ai rdlS t 'DonaldS SW f,. 10 C10 MISCELLANEOUS DETAILS Bright6p Mitis SW Cole ApartmenAs C) SW I Project Location Game—Stair, I aaW irl nd 8lv L l '0 ` "ikY SW m TsrhlrIr + Aortrrr$ [l S.�I" ►1 tlr OCU mck. 911 01LCl 4 rtt S Leel:M ante Dr LOCATION MAP N 2 SCALE: NTS aW W �2 oW E TTHESEECrCrUMOYALS H E BEEN REVIEWED BY: g2 NAME: DATE:10 Z C, �2 as b� " PROF FqS1 �G'"EF41 ' BID SET Q� HORIZONTAL DATUM: �� 05 OREGON COORDINATE REFERENCE SYSTEM LOW DISTORTION NETWORK, PORTLAND ZONE. #18309PE PROJECT DESIGN OVERSIGHT APPROVAL BY. VERTICAL DATUM: EXISTING UTILITY LOCATIONS SHOWN ON THE DRAWINGS ARE oREcoN CAPITAL CONSTRUCTION AND 2� THE VERTICAL DATUM IS NGVD 29. HOLDING CITY OF TIGARD BENCHMARK NUMBER 214. A 3" APPROXIMATE ONLY AND ADDITIONAL UTILITIES MAY EXIST. v9N 16, 1 \GZ TRANSPORTATION DIVISION CONTRACTOR SHALL HAVE UTILITIES LOCATED IN ACCORDANCE WITH 5000 Meadows Road,Suite 345 �� ENGINEERING MANAGER �� �0. BRASS DISC IN THE, NORTH EDGE OF THE SIDEWALK ON THE SOUTH SIDE OF THE STREET, Lake Oswego,OR 97035 qM MPP` 13125 S.W. HALL BLVD. �tl APPROXIMATELY 80 EAST OF THE INTERSECTION OF S.W. CANTERBURY LANE AND S.W. 106TH ORS 952--001--0010 THROUGH 952-001-0090 PRIOR TO CONSTRUCTION. p.503.597.32221 f.503.5975.7655 AVENUE. THE PUBLISHED ELEVATION IS 396.20 FEET. (ONE CALL 811 OR 800-332-2344) Know what's below■ ...................................................... RENEWS: /2,�j(�� BID DATE ® ' TIGARD, OREGON 97223 E Civil 1 Structural 1 Planning 1 Survey VO/CE. 503-639-4171 o m Call before you dig. n.�ild.s-7COMM paceengrs.com 16819.00 94033 ® FAX. 503-624-0752 a WWW.TIGARD—OR.GOV PROJECT NO. FILE NUMBER LEGEND GENERAL CONDITIONS GENERAL CONDITIONS (CONT.) SANITARY SEWER NATURAL GAS VEGETATION 1 . THE CONTRACTOR MUST COMPLY WITH ALL APPLICABLE PROVISIONS OF FEDERAL AND STATE LAW, 23. THE CITY'S INSPECTOR MAY, AT HIS DISCRETION, REQUIRE PROVISION OF TESTS AND OR REPORTS SANITARY SEWER MANHOLE GAS VALVE cowFER THE TIGARD MUNICIPAL CODE, AND THE TERMS OF ANY AGREEMENT WITH THE CITY OF TIGARD FROM THE CONTRACTOR TO VALIDATE CLAIMS OF MATERIAL OR CONSTRUCTION 'j'• REGARDING WORK TO BE DONE PURSUANT TO THIS CONTRACT. cns eLow OFF ADEQUACY/COMPLIANCE. SUCH TESTS/REPORTS SHALL BE PROVIDED AT THE CONTRACTOR'S SANITARY SEWER CLEAN OUT - EXPENSE. DECIDUOUS 2. THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS "MANUAL ON UNIFORM TRAFFIC END CAP GAS METER CONTROL DEVICES FOR STREETS AND HIGHWAYS", U.S. DEPT. OF TRANSPORTATION, FHWA, 24. THE CONTRACTOR SHALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE AND WAIVER GAS SIGN OR POST STUMP CURRENT EDITION. DOCUMENT TO THE CITY FOR EACH OWNERSHIP DISTURBED BY CONSTRUCTION ACTIVITY, AS ___ ___._.-..._...-.._.SS.._.........___ SANITARY SEWER — EVIDENCE OF DISTURBANCE RESOLUTION AND OWNER SATISFACTION. GAS EMERGENCY SHUT OFF 3. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE WITH THE STORM DRAINAGE SHRUB CITY'S STANDARD SPECIFICATIONS AND, ALSO, IN ACCORDANCE WITH A CITY (JOB SPECIFIC) 25. EXISTING MONUMENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL BE PROTECTED. GAS RISER APPROVED TRAFFIC CONTROL PLAN. A COPY OF THE APPROVED TRAFFIC CONTROL PLAN SHALL REPLACEMENT SHALL BE AT THE CONTRACTOR'S EXPENSE. EDGE OF VEGETATION BE AVAILABLE AT THE WORK AREA. ®O STORM DRAINAGE MANHOLE U/G GAS LOCATES 26. THE CONTRACTOR SHALL PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAMES AND 24 STORM DRAINAGE CLEAN OUT 4. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, AT ANY TIME, WITHOUT HAVING FIRST HOUR EMERGENCY TELEPHONE NUMBER OF TWO (2) PERSONS WHO HAVE AUTHORITY TO RESOLVE OBTAINED WRITTEN APPROVAL FROM THE CITY ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR PROBLEMS, TAKE CORRECTIVE ACTION AND, IN GENERAL, WILL BE RESPONSIBLE IN CASE OF ANY ® STORM DRAINAGE CATCH BASIN MISCELLANEOUS MONUMENTS PROVISION OF TIMELY NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS TO AREA WIDE EMERGENCY EMERGENCY. THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR, IN WRITING, OF ANY/ALL Lip STORM DRAINAGE AREA DRAIN/ROUND - OIL TANK FILL ACCESS SET IR W/YELLOW PLASTIC CAP SERVICES (TIGARD POLICE DEPT., TUALATIN FIRE & RESCUE) AND TO TRI—MET AND TIGARD ASSIGNMENT CHANGES. CATCH BASIN v SET IR W1 ALUMINUM CAP SCHOOL DISTRICT AND OTHER SERVICE PROVIDERS. -- OIL TANK VENT SET BRASS SCREW 27. THE CONTRACTOR SHALL PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAME AND 24 HOUR STORM DRAINAGE(YARD)AREA DRAIN SET BRASS SCREW&WASHER 5. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED TO THE GENERAL " " _ SATELITE DISH � EMERGENCY TELEPHONE NUMBER OF A DESIGNATED COMPETENT PERSON RESPONSIBLE FOR UTILITY VAULT SET IRON ROD W/BLUE PLASTIC CAP MOTORING PUBLIC BY PLACEMENT OF AN ADVANCE NOTIFICATION SIGN AT EACH END OF THE STORM DRAINAGE CURB INLET —� � SET PK NAIL CONSTRUCTION SAFETY AS PER OR—OSHA, CHAP. 437, DIV. 3 CONSTRUCTION, SUB—DIVISION P — SET PK NAIL W/WASHER CONSTRUCTION AREA 72 HOURS (MIN.) BEFORE INITIATION OF CONSTRUCTION WORK. EXCAVATIONS. THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR OF ANY/ALL ASSIGNMENT SET HUB&TACK =i STORM DRAINAGE DITCH INLET --------------------------- ---- OVERHEAD UTILITY LINE(S) SET TACK CHANGES. SET SCRIBE 6. ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING NORMAL STORM DRAINAGE TRAP DRAIN SEETT TEM TEMPORARY BENCH MARK NCH MARK DELIVERY SERVICE AND MAIL SERVICE AND IF NOT, SHALL BE CAUSE FOR WORK STOPPAGE UNTIL 28, BEFORE PLACEMENT OF ASPHALT, THE CONTRACTOR SHALL CLEAN ALL NEW STORM SEWER LINES TRAFFICATION SEI CONTROL,SEE BOOK EFFECTIVE ACCESS IS ESTABLISHED. AND NOTIFY THE CITY TO COMPLETE A PRE—ACCEPTANCE VIDEO INSPECTION OF ALL NEW SEWER STORM DRAINAGE TRENCH DRAIN FOUND IRON ROD LINES. THE CONTRACTOR SHALL PROVIDE THE CITY WITH 30 DAYS OF NOTICE FOR THE VIDEO FOUND IRON ROD W/CAP 7. TRAFFIC CONTROL DEVICES, FLAG PERSONS, ETCH:, SHALL BE IN PLACE PRIOR TO INITIATION OF END CAP _ TRAFFIC POLE • FOUND IRON PIPE INSPECTION. ANY DEFICIENCIES SHALL BE REPAIRED BEFORE PLACEMENT OF FINAL LIFT. FOUND IRON ROD W/CAP CONSTRUCTION WORK AND SHALL BE EFFECTIVELY MAINTAINED. FOUND BRASS CAP --- STORM DRAIN =-- TRAFFIC LIGHT m FOUND ALUMINUM CAP FOUND BRASS SCREW 8. PURSUANT TO TIGARD MUNICIPAL CODE SECTION 7.40.180, WORK IS PERMITTED BETWEEN THE FOUND BRASS SCREW W/WASHER HOURS OF 7:00 A.M. TO 7:00 P.M. DAILY UNLESS OTHERWISE AUTHORIZED BY THE CITY FOUND STONE WATER PEDESTRIAN POLE FOUND RAILROAD SPIKE MANAGER. FOUND BENCHMARK WATER VALVE • FOUND TEMPORARY BENCHMARK 9, HOURS OF CONSTRUCTION WORK ON COLLECTOR AND ARTERIAL ROADS WILL BE LIMITED TO 9:00 TRAFFIC CONTROLLER A.M.-3:00 P.M. UNLESS AUTHORIZED BY THE CITY ENGINEER. NO WORK WILL BE PERMITTED ON WATER BLOW—OFF VALVE = TRAFFIC HAND HOLE(JUNCTION BOX) COLLECTOR AND ARTERIAL ROADS BETWEEN 3:30 P.M. AND 9:00 A.M. UNLESS AUTHORIZED BY THE CITY ENGINEER. WATER METER — U/G TRAFFIC SIGNAL UNE LOCATES - - 10. MINIMUM TRAVEL LANE WIDTH SHALL BE TWELVE (12) FEET; PEDESTRIAN TRAVEL SHALL ALSO BE FIRE HYDRANT PROVIDED FOR. WATER STAND PIPE PLANIMETRIC 11 . THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL REQUIREMENTS AS MAY slcN Posr BE NECESSARY TO EFFECTIVELY CONTROL TRAFFIC AND TO ASSURE PUBLIC SAFETY. WATER FIRE DETECTION CONTROL SIGN POST WATER WELL 12. THE CONTRACTOR SHALL NOTIFY THE CITY'S INSPECTOR, TO BE DETERMINED TWENTY—FOUR (24) FLAG POLE HOURS PRIOR TO COMMENCING WORK, TWENTY—FOUR (24) HOURS PRIOR TO ANY STAGED WATER IRRIGATON CONTROL VALVE INSPECTION AND AFTER COMPLETING WORK COVERED BY THE PERMIT. PARKING METER(SINGLE) NOTE: IRRIGATION SPRINKLER HEAD 13. A COPY OF THE CONTRACT AND ALL ATTACHMENTS, AND A COPY OF THE APPROVED THE EXISTING STORM DRAINAGE SYSTEM IS LIVE. DURING WATER MANHOLE PARKING METER(DOUBLE) CONSTRUCTION PLAN AND ALL AMENDMENTS SHALL BE AVAILABLE AT THE WORK AREA. ALL CONSTRUCTION, THE SYSTEM WILL BE SEVERED IN MULTIPLE WORK SHALL CONFORM TO THE CONTRACT TERMS, CONDITIONS AND PROVISIONS AND TO THE CITY LOCATIONS. CONTRACTOR SHALL CONNECT NEW PIPE TO OLD APPROVED CONTRACT PLANS, AND APPROVED PLAN AMENDMENTS AND TO THE CITY'S STANDARDS PIPE SO AS TO MAINTAIN THE FUNCTIONALITY OF THE SYSTEM _.. DRINKING FOUNTAIN _ MAILBOX AND SPECIFICATIONS AND TO THESE GENERAL CONDITIONS. CHANGES TO ANY OF THE AFORESAID WHEN NOT ON THE JOB. HOSE BIB -6 NEWS PAPER BOX MUST BE APPROVED BY THE CITY, IN ADVANCE OF WORK PERFORMANCE. 14. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF THE --- U/G WATER LINE LOCATES NEWS PAPER BOX CONTRACTOR. THE WORK AREA AND APPROACH ROADS SHALL BE MAINTAINED IN A CLEAN CONDITION, FREE FROM OBSTRUCTIONS AND HAZARDS. NOTE: ELECTRIC - TEST PIT CONDITION, FROM CATCH BASINS THAT ARE REMOVED OR 15. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE INSTALLED ABANDONED AS PART OF THE PROJECT, SHALL REMAIN ELECTRIC MANHOLE AND MAINTAINED MEETING THE CLEAN WATER SERVICES AND DEQ REQUIREMENTS. THE CITY MAY PROPERTY OF THE CITY. CONTRACTOR SHALL SAVE AND RETAIN MONITORING WELL AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE ON SITE ALL SUCH GRATES FOR PICKUP BY CITY PUBLIC WORKS EROSION CONTROL. STAFF. _ ELECTRIC METER COMMUNICATION 16. PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A STANDARD GRASS ❑ ELECTRIC HAND HOLE(JUNCTION BOX) MIX; SHRUBS, FLOWERS, BARK DUST, EXISTING SIGNS, PAVEMENT MARKINGS, MAILBOXES, ETC. COMMUNICATIONS MANHOLE SHALL BE REESTABLISHED, REINSTALLED OR REPLACED, WITH LIKE KIND AND MATERIAL. NOTE: U/G ELECTRIC LOCATES THE CONTRACTOR SHALL NOT DAMAGE OR CUT EXISTING A.C. 17. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN THE WORK PIPE. EXCAVATE AND EXPOSE EXISTING A.C. PIPE UNTIL PHONE BOOTH SITE AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY AND THE APPROPRIATE JOINTS ARE EXPOSED. DISCONNECT THE A.C. PIPE UTILITY POLE RECEIVING SYSTEM IS NOT ADVERSELY IMPACTED. THE CITY MAY AT ANY TIME ORDER JOINT AND REMOVE THE APPROPRIATE SECTIONS OF A.C. PIPE COMMUNICATIONS RISER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL. WITHOUT CUTTING OR DAMAGING THEM. DISPOSE OF REMOVED UTILITY POLE W/DROPA.C. PIPE IN A LEGAL MANNER AND IN CONFORMANCE WITH THE -- — COMMUNICATIONS LOCATES 18. OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION REQUIREMENTS OF AUTHORITIES CONTROLLING AIR POLLUTION CENTER. SAID RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0080. AND SOLID WASTE DISPOSAL. CONTRACTOR SHALL COMPLY WITH UTILITY POLE W/LIGHTFIBER OPTICS LINE LOCATES COPIES OF SAID RULES MAY BE OBTAINED FROM THE CENTER BY CALLING 503-246-1987. IF APPLICABLE REQUIREMENTS OF OREGON REVISED STATUTES (ORS) YOU HAVE ANY QUESTION ABOUT THE RULES, CONTACT THE CENTER. NOTE: DAMAGE TO 468A.700 THROUGH 468A.760. UTILITY POLE W/LIGHT&DROP UTILITIES SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. 19. CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND UTILITY GUY POLE HORIZONTAL LOCATION PRIOR TO START OF WORK (POTHOLE BEFORE DIGGING IF NECESSARY). SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF FACILITIES BE NECESSARY, NOTIFY UTILITY GUY WIRE CITY FOR REVIEW AND DIRECTION. CHANGES MUST BE APPROVED BY THE CITY IN ADVANCE OF WORK PERFORMANCE. 3 -- ILLUMINARY 20. A TEMPORARY HARD—SURFACE PATCH (COLD MIX A.C. OR HOT MIX BASE PAVING) SHALL BE W PLACED ON TRENCHES WITHIN ROADWAYS AT THE END OF EACH DAYS WORK. NO TRENCH, ON J ORNAMENTAL ILLUMINARY SITE OR OFF—SITE, SHALL BE LEFT AT ANY TIME IN AN UN—SAFE CONDITION. THE CONTRACTOR IS RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR DAMAGE RESULTING FROM THE PROSECUTION OF THE WORK. W 21. WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING FACILITIES (ROADS, W DITCHES, ETC.) AS MAY BE NECESSARY, IN THE CITY INSPECTOR'S OPINION, TO OVERCOME PROFESS 2 DETERIORATION OR DAMAGE WHICH OCCURRED AS A RESULT OF THE CONTRACTOR'S WORK. ��`' ��GI NETz £,Q �o g o CORRECTIVE WORK SHALL BE DONE AT THE CONTRACTOR'S EXPENSE. #/f18309PE r 22. THE CONTRACTOR SHALL MAINTAIN ACCURATE AS—BUILT INFORMATION AS CONSTRUCTION PROGRESSES. THE AS—BUILT DRAWINGS SHALL SHOW ALL NEW PUBLIC IMPROVEMENTS, C OREGON glb 02 INCLUDING ANY REVISION MADE TO THE PREVIOUSLY APPROVED CONSTRUCTION PLANS AND, ALSO, �� qN Ts, ANY IMPROVEMENT WHICH MAY IMPACT AN EXISTING PUBLIC SYSTEM OR FACILITY. THIS q,11 M PPS INFORMATION SHALL BE AVAILABLE FOR REVIEW DURING ALL CONSTRUCTION ACTIVITIES. ALL 02 AS—BUILT INFORMATION SHALL BE SUBMITTED TO THE CITY UPON COMPLETION OF CONSTRUCTION. RENEWS: 7273 o� "W �a BID SET Revisions and Addendums SHEET ENGINEERING DVISION Description Date No. By CANTERBURY LANE STORM PUBLIC WORKS DEPARTMENT C2 e 5000 Meadows Road,Suite 345 14 z Lake Oswego,OR 97035 13125 S.W. HALL BLVD. SEWER LINE UPGRADE 2 y a p.503.597.3222 1 f.503.5975.7655 � OREGON 97223 ...................................................... ® = ncARD, s Civil I Structural I Planning I Survey ` VO/CE.' 503-639-4171(PACiE 10 OF M Engineering ServcesCompany paceengrs.wm ? FAX' 503-624-0752 �z ® � WWW.TIGARD—OR.GOV SW CANTERBURY LANE 44FILE NO GENERAL NOTES & LEGEND 94033 DESIGN: WP DRAWN: MA CHECK: JS OJ. NO: 16819.00 BID ON: CONSTRUCTION NOTES (SHEET C3-C6) GENERAL NOTES CONFORM WORK TO ODOT REQUIREMENTS WATER QUALITY (SNOUT) MANHOLE SDMH #4 4$" DIA MANHOLE 1 ALL STORM DRAINAGE PIPE, MANHOLES, CATCH �0 C8 FOR CONSTRUCTION STA 10+00 STA. 13+66.03 (12.17 R) 28 TRENCH (SEE DWG RD300, SHEET C9) STA. 10+70.79 14.04 R 5 ;�; i BASINS, AND FITTINGS SPECIFIED OR INDICATED I RhN4 321 'r5 ON THE PLANS AS NEW SHALL BE FURNISHED ' " 'SURFACING SEE DWG RD302, SHEET C9 l STS. 26. ( C 1'' NE� -09.3AND INSTALLED BY CONTRACTOR. ALL MATERIALS CS I Sl�l�) `' �l. ' (EXCEPT CATCH BASIN GRATES) REMOVED SHALL v !PI Jf .I_ 4 �,\ll I u -, U OUT (NVv,) u . . BE DISPOSED OF BY CONTRACTOR UNLESS t�h 0 1 4 RIM 3"1 14 j aD L 4 RIM 2,99 � \ i3"( fav) 3.e3 0.> 3 I,\ N (\ ;'i 3 f ..: �I - 0 CLAIMED BY OWNER. 1 -ONC._I`'=F) 286 -i �p � �� i � 'r'�;a ;Svt�) � .3 2 lig ) 1 1 „ `sig) 285,&1, ItI. /� + „ "'� •L -;`-: : - r� lt^Cl'u_ hli��t �- _ l - - - ---- - - -�---- --- - --+- ------._..---... -- - -- -- -- -, TRENCH DT AT THE SURFACE HGROUND SHALL BE (KEPT TOTA MINIMUM NECESSARY TO 12"CONC. k"S:W) %86 � - � � 4 k i 1 �,- INSTALL THE PIPE IN A SAFE MANNER IN ALL - - ,, ,-- s _ „'-z _ i r` CASES, TRENCHES SHALL BE OF SUFFICIENT WIDTH - s : , ry s }� : t JJ _ .. 1 .. ..5 JJ _; -._. � J. ;,� �" f•„. .5:...1 �:..JJ .. 't.��:-_..- J✓J r.S`• Y" - _�-.:f„:�=' .. ` PRO JOINING OF THE ,. F TO ALLOW FOR SHORING, PER J G S5ft{lr 1 - - -- - J_ -i 1 F:n -", � ,- -t i _w _:i - l , y PIP A BACKFILLING OF MATERIAL ALONG THE 9 ,� ,0�; A l t, 1-; L; l l - _�._: %' / �..- < :"� I�IrI Er AND LL ' rSIDES OF THE PIPE. THE MINIMUM TRENCH WIDTH 8 ire �.>�} � '41 l l l / . + t _ 4' - E E / ��1 %` - t-- -;.`� --- w - IN THE PIPE ZONE SHALL PROVIDE A CLEAR INVV) 1 3 i .�-.. \ j i ,' -4N - j• 1".'-- 1Nj _7.-.- �--'-/ /` J -r, ;• W T i WORKING SPACE OF SIX INCHES OUTSIDE THE ----_ 8 C�I:: (NF r x,..80. , , � / 6 1 --- �_--- - -_-_-.- - - -- -- - - - -- -- - -_ - -- 10 0 11+00 12+Q0___- - - -- -_1310.0=.. - _ -- _=__'; - -' --1 +00 - +- 15 Z MAXIMUM OUTSIDE DIAMETER OF THE PIPE. USE a �✓ + _-- -_ n - �. CANTERBURY-_-_ - _ CLASS B BACKFILL (DWG 590, SHEET C9) i t s _ SW CANTERBURY LANE` `, , J 8 Ill , 6 - - - - --- ---- - -._ Z 6 - 129, LF 12 C900 ,PVC u 312 LF'12 3 -- "-- - \ 1 ,---- - P VC - .68-LF 12- D.I. CL 50 --67-L-F-12, 3034 PVC- sp 99 LF 12 C900 PVC, ------ ( \ ) - _ - F , _ _ i \ -10.35 \ S-81i% _ - s S=10.70'%4 ` \ (,� W 3 ALL ABANDONED LINES TO BE FILLED WITH S-0.50q' S 8.98 QII �' CONTROLLED LOW-STRENGTH MATERIAL IN`` ` ~ ACCORDANCE WITH ODOT 00490.43 AND MODIFIED AN t� TO INCLUDE ALL STORM WATER PIPING MAINS D - - _ 7 _ LATERALS 12 INCHES IN DIAMETER OR SMALLER. Z o - 'R:x. SD F E 1_ t)'i IN t HE) 7 l .f r 320.,r p Iivi 2S 9 12� 12",r,�.�1�1�..:. : ,r) _504.,; � 1 "CONC, 1f`I � �5'2 4 ALL FINAL ASPHALT SURFACE REPLACEMENT SHALL p Wt�� _ r,p1/� 77�� �/ 5 LF 10 C900 PVC � GOr��'L�. fP� ,S��� �,;.a.ft BE T-CUT (DWG 180 OR RD302 AS APPPLICABLE, '4 ,1 �O k?'/ s.v` t lv• I YY) jG4�.2 12"U NG. '�V� �V) �u<, L S=42.98/° I 1 ;� (� f h SDMH •#3 CQI. - (N t -�,) �: .4• SHEET C9). TPS=. MUG..f_ :.;F SISI - '� STA. 12+36.54 (12.77 R) I 'C,'C�)I�1,; C)t.J ( IW} 'CB #11 SDMH #2 t, CB STA. 13+67.21 (16.96 R) KEYED NOTES --� STA. 11+37.96 (13.53 R) �' STORM LINE PLAN VIEW STA 10+00 TO STA 15'+00 -10"(" SNI-1 (NF) 315.850 STANDARD MANHOLE (DWG 010, SHEET C7). SDMH #1 SCALE: 1"=20' �ON CV (S W1) .318.t� `' © NOTE EXISTING UTILITY - SEE PROFILE FOR STA. 10+02.87 (14.56 R) CLASS "B" BACKFILL DESCRIPTION. ....................................................................................................................................................... ..................... ..................... .......... .................................. ..................... ..................... ..................... : O 7 REMOVE EXISTING CATCH BASIN AND REPLACE WITH z O NEW CG-2 CATCH BASIN, FRAME, AND GRATE < ! : O a v w (DWGS 300 AND 320; SHEET C8). f t o � Wzcncn `...`. to ............................... .............................•.. .................................................................................................. .................................................................. z................. ................................................. 330- o �;r _ _ -' • r V ® STANDARD MANHOLE (DWG 010; SHEET C7). Q CONNECT EXISTING STORM DRAIN (NE). 00 CV GV O (fl N04 �- r M ori _ ~ W ABANDON EXISTING STORM DRAIN L O 0 0 _ ui 9 � I-- WWWW LU (n (n5E _ - - - I ....... ....... f 10 ABANDON EXISTING CATH BASIN IN ACCORDANCE 325 Z = . C$) WITH ODOT 00490.44. l J W 11 REMOVE EXISTING STORM DRAIN WHERE LOCATION o: �� W CONFLICTS WITH CONSTRUCTION OF THE NEW EXISTING GROUND AT 0 E ,� ♦A STORM DRAIN. h r, 320- :.. ......... ............:........... RoaD.. . .. : ...... 2.�F.� 0 V w ;.. z vz 01 Q 1© CONSTRUCT FLOW THROUGH CATCH BASIN (DWGS 300 AND 320; SHEET C8). FLAT TOP MANHOLE WG 0 M o ... ........ .............. ... . ............... ..................... ..................................:............:....... 315- CONFORM WORK: TO ODOT' REQUIREMENTS... _ . .�.o.o.�... ........ ..................... ...... .. ...... FOR CONSTRUCTION STA 10+00: o ``' "' "' 14 REMOVE EXISTING STORM DRAIN. TRENCH (SEE DWG RD300, SHEET C9) v) V)R SURFACING (SEE DWG RD302, SHEET C9 - 15 PIPE SPECIFIED ON PLANS ARE ABBREVIATED FOR: ,n ^ _- AWWA C900 PVC r� ,^,� ,-~ vC W ............................. .... P.................................. ASTM 034 PVC R 5 310- -� : : OC rn CATCH BASIN TABLE ST D3 D 3 N'04 AWA 1D.I. CL 50 W C15 D z¢ �rn C'4 +o o a i N CB No.: CB#11 16 TEMPORARY AC TRENCH SURFACING TO COMPLY rn dN- : , Station: 13+67.21 (16.96 R) WITH ODOT 00495.40(b). � : S CV o ... N N : Rim Elevation _ ............................................................... o�......................... Q� :..................................................:........................,.......,............... r ...... ..................... ..................... ... 305 i z w i'n _ _ f: J at Center of CB (ft): 320.07 1© SEE NOTES ON PAGE C2 REGARDING ASBESTOS, m � ^ ww z (n,r, m m i-- Invert Elevation(ft) CATCH BASIN GRATE OWNERSHIP, AND MAINTAINING N FUNCTIONALITY OF THE STORM SEWER SYSTEM. Q �O `- �N _ W W h Q h h (N>' CONSTRUCTION NOTES (SHEET C3) ��) �` o+ i rn w (NE): 317.70 A. CONSTRUCT SHALLOW FLAT TOP MANHOLE ODOT .................. ......................... rn.h.h... ............,. ........ ............. .................... ::: ................................. ........ G......................................................................................................................... ........ . ........................ ....... ....... _ ............... ...... ....... ........ ..... .. E : S LO LA 300 ' N CV 04 W Q N N� C f�I GgO� P (SE : ❑ DWG RD342, SHEET C7) OVER EXISTING 12" C-4 .- W W v=i �2'� �5% ( ) STORM DRAIN. (10 N (SW): 318.70 SANITARY SEWER LATERAL (REPORTED); LOCATION a N N N (w): AND DEPTH APPROXIMATE. or - www ... 295- .�.�.� .�. �.... ..........................:....... ..... ;...............,......."...........................;.......... .... .... .................. .._......._........ ...._....... ....... ..................... _ ................. ...... (NW): - : ❑ CB Discharge Lateral C. EXISTING MANHOLE AND NE STORM DRAIN CONNECTION TO REMAIN. CONNECT TO NEW Discharges to: SDMH#4 STORM DRAIN. o I Diameter(in.) 10 P 3 D. EXISTING 1 STORM DRAIN LOCATED FROM 30 Material: C900 PVC 2 O : 2 ° a ..... :.........................:.........................:.........................:.........................:..... 290- _,....: __ .a 6� �F 5�$g Length (LF): 5 APPROXIMATELY STA. 11+80 (SEE NOTE 8) TO CENT RL NE� ALIGNMENT FOR W� CANTERBURY 16+78.01: REMOVE EXISTING 12 STORM aw LANEIS (LOCATED 17' SOUTH SOF THE NORTH Slope (%): 42.98 TA S x DRAIN AND REPLACE WITH SPECIFIED PIPE AS h a : 68 LF 12 D.I. CL 50 CURB LINE. STA 10+00 IS LOCATED AT THE " TIE IN LOCATION OF THE NEW 12" STORM LINE INDICATED. o z j S=0.50% H EX STORM LINE LOCATED WIT HWY TOTE TO EL E WITHIN 4 ' HORIZONTAL BEND IN EXISTING E. REPORTED5 OR W 99W �a 285- � .. ..... .................... ..... . RAIN; ANGLES NORTH, THEN NORTHWEST - ON HWY Ul 0 THE EXISTING NE SW STORM DRAIN STORM LINE PROFILE VIEW TSTA 10+00 TO STA 15+00 : 99W (ACTUAL TIE-IN LOCATION UNKNOWN). V LOCATE AND ABANDON EXISTING LINE FROM 45' °w = SCALE: 1"=20' H 0 10 20 40 HORIZONTAL BEND TO CONNECTION AT HWY 99W. z 1„ 5, V � I _ HORIZ. 0 280 Scale.•In Fee F❑. WATER QUALITY MH (DWG 250, SHEET C8) 60 MH g DIA MIN. SUMP VOLUME 58.9 CF. O O O O O MIN. SUMP DEFINED AS THE INSIDE VOLUME O O O O O BETWEEN THE BOTTOM AND THE LOWEST EDGE OF y� N M THE SNOUT SEPARATOR. Q� 275- ................................._...... .................. - Ep PROF '- - BID SET o� R FSs Revisions and Addendums SHEET �NGi NEF� / Description Date No. By ENGINEERING DVISION CANTERBURY LANE STORM #18309PE 5000 Meadows Road, PUBLIC WORKS DEPARTMENT C3 - v13125S.W. HALL BLVD. SEWER LINE UPGRADE 3 z Lake Oswego,OR 97035 N a 0 p.503.597.3222 I f.503.5975.7655 a O ® = TIGARD OREGON 97223 OF ............................................... + �� OREGON Civil I Structural Planning I Survey VOICE. 503-639-4171 o ,6, M Engineering Servces Company paceengrs.com FAX• 503-624-0752 S W CANTERBURY LANE 10 q,l j M PFJ WWW.TIGARD-OR.GOV FILE NO STA 10+00 TO STA 15+00 94033 R Z RENEWS: /�/�� J� DESIGN: WP DRAWN: MA CHECK: JS PROJ. NO: 16819.00 BID ON: CB #5 STA. 17+06.03 (16.32 L) CONSTRUCTION NOTES (SHEET C4) SDMH #6 48" STM MH WATER SERVICE (DEPTH UNKNOWN). 25 LF 10" C900 PVC STA. 17+42.67 (9.45 R) S=13.62% SDMH #5 48" STM MH '9� FOR NUMBERED CONSTRUCTION NOTES SEE SHEET C3. STAIM1117+02.58 (8.66 R) RIM 350,6,9 8"IN (F•) 3a r �� CATCH BASIN TABLE + 8"IN (S�.) 34..3 0 - 8"IN (S) 346_3 G� 5D Cts f� ! f Q G '� CB No.: CB#1 CB#5 CB#12 O "QIJT (i�1,') 345,I �' RIM 35v._? ,. s1 l �; p0 .�A� 1 , 21 LF 10 C900 PVC I d Gg o ," V' Station: 16+78.01 (16.85 R) 17+06.03 (16.32 L) 17+62.72 (16.43 R) ♦ ____- -�----- - 10"CON C, X4.1 S=6.59% .A - - c- M. ;= 7 �'f `I. � V-� Rim Elevation r - � -- � '` at Center of CB (ft): 354.01 356.21 360.68 1 �'' _ - ..-..___. S-S �- ,: ss v / ., s� s -ti.pz_.- / c ` _ - / �ti , Invert Elevation ft -'rr� >�-,.--,-'---�`'- ---'""- --tl}-C:c-W:r- - �,e \. I `�- \ s_ r N 357.40 / - SS 9 I ' L - �' 41 26 LF 1,2 3034 PV 0 W w i n /`( ' S=6.49% u / 9 / 5 / -- ss -- s - _ ... -- =%So k� ,�, (E): C SW ANTERBURY LANE _ - - __ . .� GSI , �, = 00 -u- --- _ _.-.- --- 1 - - - -- - --- - - SD Sb sa -so s - =��, -��'-- s� - ----- -- - -��: (SE) 348.62 j 1 t � \ I \ _... i ri - i t �. i » SQ C 151 LF \� 40 LF 127 3034 P�/ ; i \ . `¢1��; 1 9. 5' X RIM 360.68 S=8.10% \ _ �i � / � /F (SW). 354.10 W s .._ ® S=8.58% _ I 312`LF 12" 3PVC�. i E 6 , ~', I I _ 1 �l � � i' S-10.71%' 358. ' /f MI)' W , ,/1, �', � t t 01n 1 I, a 1 6 - - -- - -- ��.- --- - ���---- A -- - -!r' -i (NW): 348.62 _k_ i � SDS.-�S--X SD � , -_.._. ._.. ., _ � `_ � �,- . __-_-_ _ - _ � �,u�a -, - 4 :� . �.. , �� - - - - - --- - - - CB Discharge Lateral _.v - _ - ' Q - /; - _ .�,,-__� �'�� , 1, i U r.: ELEV .6 9 7 1 - / _ _1 SSMH Discharges to. SDMH#4 SDMH#5 SDMH#6 / 6 12 _ 9 RIM 3 Diameter(in.) 12 10 10 � t Material: 3034 PVC C900 PVC C900 PVC e.ame 8"IN (C Ci' t_31 51- 10 .,G '. !�, ,. , - !'` 10 iF >nQSJT (iZlY�' Jr.%w.il �� u Length(LF): 312 25 21 ' f `NC (I'=`ry?) 353.8 ''o y RIM 36008 CB #12 Slope(%): 10.65 13.62 6.59 if 0 Com,:C. 11NE) 354.2 J"CQNC. (N E) 35:',S STA. 17+62.72 16.43 R) 354.0 - -- 8T;IM, 357.4 '10 \1 C. (SIN) 353.9 I�+; _1 SDMH #7 48" STM MH N CB #1 - 0 FOR STORM LINE ON STA. 18+91.96 (8.41 R) --O SW 109TH - SEE SHEET C6 STA. 16+78.01 (16.85 R) 9 - 375- 390- .......................... .......................................................................................................... STORM--UNE- PLAN VIEW-STA-15+00-TO:-STA-19+50... SCALE: 1"=20' a _ LO °�' Z ��� - ............. ..................... ...................... . _ cr- 00O �yNON Z � � ca . 0 � °°roo �°° zwz � V) Y7 ( 0) C14 04 �MoN � � �r .................... 0° 380- ....................... ..................... ..................... : ............ _ ..... : .... ... .. O. .... vr . . vn � � �� cc C) in r700r` ^cp m r` c0 n, w r` (6 c6 •- 000 T O = r'� cp (0 z � cnu) uo Q �� MMM = NNLijW ,OA Z cc0 - - - I- v♦ WWW (q "- _ , 360- : ............o ..... : ...................-- : .�................. : : ..................... 375 ............................:........................................W .......:..................... :.........................:.... ::....... .. .... .... ... .... 0 0 0 z z W - r o � - Z EXISTING GROUND AT .� U a ¢ - J W ROAD w m 17- C14 W o ......-.• ........................�.N..... 370- .........................:.........................:..... 355- 1 $ � Uj EXISTING GROUND AT w V - Ill = ROAD 4 PI- O Z 40 G u 365to ..................... .... .......... ../-- ----............. ... ....... ............. ........ ..... ............... ................... ..................... . .. ....... ......... ... ............... ......-------........ ..... ..... .. . ....350- Uj 0 C0 LL _j f '� rCN 345_ _. ................................... ............................................ - F' ....................... . ...30 ..........................:....................... ..................... ................... _ :............................... 360 " �2 oq, 26 :LF 12 3034 PVC: o W S=6.49%: c60 J Ill ZW to . • � ...............:......... .. .... ...................340- O .. ...................... ................. . .......... .............. .......... ........ ;.............................. .. . .... ..................... ..................... ..... ................................... ............................... 355- W ......... O Q (n _ O M f- _ 335- W....!.................... .. : ..................... .................... : .............-....... ..................... _ ..................... ..................... : .............. .... . ..................... 350 z W W 0�°r pJG : CLASS "B" BACKFILL W : : a2 Z (n LF1�0�1 � ... �2.....$: ..........................:.........................:.................................. + 345- 330- J :.........................:................................. ..................:.........................:.........................:....... STORM .LINE PROFILE VIEW STA:15+00-•TO• STA 17 75 W = W SCALE: a"=20' H = STORM LINE PROFILE VIEW STA 17+75 TO: STA 19+50 w1»=5' V SCALE: 1"=20' H W Q 1"=5' V 10 20 40 » - HORIZ. 0 325- ...................:.........................:.........................:................................................CLAss ..B....BACKFILL....................................... .......................... . . 340 Scale In Feet �y ^2 b j NW � O O O O CID BID SET `m rn� PROFESS Revisions and Addendums SHEET �GINE E ENGINEERING DVISION CANTERBURY LANE STORM Description Date No. By PUBLIC WORKS DEPARTMENT C4 #18309PE 5000 Meadows Road,Suite 345 Lake Oswego,OR 97035 13125 SW. 1U BLVD. SEWER LINE UPGRADE of y a p.503.597.32221 f.503.5975.7655 a (pAcii ® = 77CARD OREGON 97223 / q OR16, �o G� Civil l Structural l Planning I Survey VOICE. 503-639-4171 S W CANTERBURY LANE 10 �M M ,p P`��\ An Engineering Servces Company paceengrs.com 50.3-624 , ® FIS TIGARD-OR.GOV 2 z FILE NO RENEWS: /7/311 STA 15+00 TO STA 19+50 94033 DESIGN: WP DRAWN: MA CHECK: JS PROJ. NO: 16819.00 BID ON: I R CONSTRUCTION NOTES (SHEET C5) CB #7 STA. 20+17.10 (16.13 L) F NOTE UTILITY (UNDERGROUND POWER). LOCATE UTILITY BY POTHOLING AND NOTIFY ENGINEER IF THERE IS A CONFLICT WITH THE PROPOSED CATCH BASIN. SDMH #8 48- STM MH STA. 20+16.96 (4.26 L) SDMH #9 48 STM MH FOR NUMBERED CONSTRUCTION NOTES SEE SHEET C3. STA. 21+47.03 (4.50 L) O - to 12 LF 12" C900 PVC 0) S=10.62% 12 4 - --- --- --- -- -- _ CATCH BASIN TABLE l.% I W _ y --- " --- %-y - i - - -- - - - - - ---- ---- - CB No.: CB#6 CB#7 CB#2 CB#3 13 /130 LF/12" C900 PVC Station: 20+16.71 (16.51 R) 20+17.10 (16.13 21+47.51 (32.11 R) 21+77 . 80(34.08 R) S=7.29%W UJ = nnnnkw Rim Eleation Z 1+00 22+00 at Center of CB (f): 381.10 381.30 393.87 393.96 J 14 21 LF 110" C900 PVC } 11 SW CANTERBURY LANE Invert Elevation(ft) W S=2.70%� a 1� % y FOR SDMH #9 - CB #2 PROFILE ` % (N): 378.50 378.9(8") 388.30 W q6 SEE PROFILE DETAIL A BELOW. � - C SD CV s _ - - E 389.20 t D . �. - _ A - SD -- - - - -- O T F t 1 ❑ --------- �sD � S . 3 390.6(10") SD_� M ;, 0 LF 10" SD C900 PVC ' (SW): v �, t CB #6 so S=7.91 j 7 (V11): 391.60 STA. 20+16.71 (16.51 R) g i" (NW): ` Mfrs CB Discha►ye Lateral kJ" �� �' �� 12 Discharges to: SDMH#8 SDMH#8 SDMH#9 CB#2 CB #3 6 `' STA. 21+77.80 (34.08 R) Diameter(in.) 10 12 12 10 `-' a � Material: C900 PVC C900 PVC C900 PVC C900 PVC CB #2 STA. 21+47.51 (32.11 R) Length(LF): 21 12 37 30 ' I Slope(%): 2.70 10.62 1.37 7.91 STORM LINE PLAN VIEW STA 19+50 TO STA 22+00 SCALE: 1"=20' 415- ..:.............................................................................:.............................................................................................................................. .................................................... -410 405- - --- -- -� ---- -- -- --- --- - -40 5 CLASS "B" BACKFILL M �' 00 O Cq OR 410- ........................................................................................................................................................................................................ ..... -405 400- N.�;. .�........... ............ I -400 jr cnino: WW d _ 00 + C*4 C14 00 0 +:M (MO 000 O M FQ^ 405- ...................................................:.............................................................................:...................................................................... :M.�.�N ......... : -400 395- ........ _ .......�.� -395 'AMM 00 . LL (n :FE LL ej W W + - -- - --' V) I(!) i+7 C4 CV00 la- - 400- :.........................:.........................:.............._^.....:.................�....;........................EXISTING..GROUN:D..AT........................................ . ........... �� cn. :- .... _395 390- -390 _ ROAD N -- i w 2 n _ - 12" C900 PVC O LF N .,.�.... 37 co d0 O N N CVO 5=1.37%: (p .- cfl 395- ....................................................:..............ar.+.�. .�,.(�.(�......�- .... .. ................ .. ....... ............ ..................:......... O rn 0 o t-...............................:........................ -390 385- -385 = NM 1 00 1 0r0 ^ cV � Q� Mt� MM Q O W M E w w w w 0 V) 30: LF 10" C900 PVC S=:7.91% CLASS "B? 390- .....................................................:. ............................................. ..................... ........... ...................... ......... -385 380- BACKFILL:............: -380 SEE PROFILE DETAIL A 17 0900 : FOR PROFILE OF PIPE 9% �: 2 BETWEEN SDMH 9 AND 0 1• # 13 5 385- *' .........................:.................,............. ... .........................:................................................. : .................... ....................... : ...................... -380 375- -- - -----=------ -- - - - --- -375 CB #2 t� Co W W PROFILE DETAIL A 3 380- LU = ................ .......:.... p��........................................................................................................... ............. ................. Q....................... ...................... -375 (STATION 21+47) Z X90 m LF g3q� : `r' SCALE: 1"=20' H o J W 12 Ste: _j 1„=5' V Q. = W 375- I- ;.........................:........STORM LINE PROFILE VIEW STA 19+50 TO STA 22+00 .. -370 N 02 o� N N W Q SCALE: 1"=20' H - W 2 W 1:"=5' V s 0 04 me Q w% 370- .....................................................................� ................................................................................................................ E% ;....................... -365 0 10 20 40 a HORIZ. OScale In Feet og O N N NW BID SET ROFF GI NfFRSS� Revisions and Addendums ENGINEERING DVISION CANTERBURY LANE STORM SHEET o� Description Date No. By � PUBLIC WORKS DEPARTMENT C5 #18309PE 5000 Meadows Road,Suite 345 i= Lake Oswego,OR 97035 s �� 13125 S.W. HALL BLVD. 5 a p.503.597.32221 f.503.5975.7655 SEWER g a TIGARD OREGON 97223 OF Y t � C OREGON ��o Civil I Structural I Planning I Survey VOICE. 503-639-4171 1 O 16, 1g An Engineering Services Company paceengrs.com FAX. 503-624-0752 SW CANTERBURY LANE � ��gill M pp`��' ® WWW.TIGARD-OR.GOV FILE NO �= 94033 ov a� RENEWS:�;��31�(p DESIGN: WP I DRAWN: MA CHECK: ✓S PROJ. NO: 16819.00 BID ON: STA 19+50 TO STA 22+00 S, �i! t STM MH CA SDMH #10 48 0 i STA. 10+36.87 (5.53 Q CONSTRUCTION NOTES (SHEET C6) 0 STORM LATERAL j -ja `0 D LOCATE EXISTING STORM LATERALS AT CONNECTION WITH EXISTING 8" tot'? la<L / -1 k -'i � 0��-0 Q:L CO LATERAL A (SEE TABLE THIS STORM DRAIN. ESTIMATED LOCATIONS BASED ON SEWER VIDEOS AND --ZN, (30"","! SHEET) ARE MEASURED FROM THE DOWNSTREAM EXISTING CATCH BASIN 10 , (NEAREST EDGE) TO EACH LATERAL: EXISTING 4" LATERAL (25.8'); 93 A EXISTING 4- LATERAL (75.4 ); EXISTING 6" LATERAL (128.5'). 6 6 ...... \ I i 11 62 LF 12",/qqo6`i'pVC_/ 5 LATERAL AN D S=1�2.887. ,� LATERAL B LATERAL C DISCONNECT EXISTING LATERALS FROM 8" DRAIN; CUT ELE GRIND AS NEEDED TO CREATE A SMOOTH AND EVEN PIPE END, AND 10-12 9 0 00 SDMH #12 48" STM MH JOIN TO THE NEW LATERALS. CB #10 LEV�:- 21 LF\ 10" \P900 PVC A STA. 12+92.96 (2.99 Q .3 .6A I VA US STA. 12+94.87 (15.11 ESTIMATED LATERAL LENGTH IS 12 LF BASED ON 10 LF SEPARATION 7 BETWEEN THE EXISTING 8" STORM DRAIN AND THE NEW 12" STORM ZD 6 B 0& 9 DRAIN, PLUS AN ALLOWANCE OF 2 LF TO COMPLETE THE CONNECTION E 13 12 1_17� 4" , _:) . 4' , '7) _ DD rn -0900--PVC B WITH THE EXISTING STORM LATERAL. T _t - F i ELEVATION OF EXISTING UTILITIES (GAS AND UNDERGROUND POWER) If A] D NOT KNOWN. PROPOSED PIPE FOLLOWS EXISTING STORM DRAIN 6 :F9 ALIGNMENT. VERIFY NO CONFLICT BY POTHOILING PRIOR TO MAINLINE 0� z t - 1 � \ __-C90,0 PVC � 12 LF14" D 9 CB #4 kit vi STA. 10+30.50 (16.41 L) I 1P. j 7 INSTALLATION. NOTIFY ENGINEER IF CONFLICT FOUND. F CONSTRUCT NEW CATCH BASIN. B A!"t, 1 1 Efl 5:�- T_��7-CB #8 12 611 14 -- I I EXISTING UTILITIES (GAS AND UNDERGROUND POWER) NOT SHOWN IN 6 STA. 10+36.70 (15.44 R) �-C9001PVC j PROFILE. VERIFY NO CONFLICT BY POTHOLING PRIOR TO MAINLINE PVC j /12 LFt 107 C90 INSTALLATION. NOTIFY ENGINEER IF CONFILICT FOUND. n / S=7.35% 109 ::Z_ 0 F STM MH CONNECT LATERAL TO MAIN WITH INSERTA-TEES (DWG 530, SHEET SDMH #11 48 T 13+96 13 LF 10" C900 PVC 5 STA. 10+97.86 (6.17 Q C8). S=7.38% 28 LF 12" C900 PVC S=2.83% 14 FOR NUMBERED CONSTRUCTION NOTES SEE SHEET C3. C -j SW 109TH STORM LINE PLAN VIEW STA 1Q@00 TO STA 13+50 SCALE: 1"=20' CATCH BASIN TABLE 7 Cls #9 STA. 12+90.88 (15.46 R) 1 LF iT-C90 0 S=6.99% pi PVC CB No.: CB #4 CB#8 C13#9 CB #10 6 6 Station: 10+30.50 (16.41 Q 10+36.70(15.44 R) 12+90.88(15.46 R) 12+94.87(15.11 L) Do) 7a Rim Ele,.etion _j 0) cli, at Center of C13 (ft): 360.76 359.72 385.02 385.54 Cn,_ Ld z (3 7 .......... ...... ...... ...... .................. ........... .......... ...... ......... .................... ........................ ........................ ....... ......... ....... U)........ ............ Invert Elevation (ft) 400- CO � 00 0! '* N _ _ _ r- (N): 381.90 L6 C-4 (n C4 00 +7V) 00 (NE): 7*C',(0 Oq 0 0 4 CY) 00 -000 � * 00 M 10 do 0c) a-0 + (E): C) C*4 (SE): 356.00 0) . ....................... ........................ ........... ....... .................. ...................... ............ ................... ....... ................ .......... ............. .....05 (n.of.W W.W...r*........... ......... .......... 395. .................. + < 382.30 C-4 (S): (SINY M il� A: (NW): 356.70 CB Discharge Lateral D ........... ........................ .................. ............ .................... ........... ..................... ................... .............. ................. .. ..... ............ 390- ...... x 0) Discharges to: SDMH#10 SDMH#10 SDMH#12 SDMH#12 0 x Diameter(in.) 10 10 12 10 z W (n 19 LF 12" C900 PVC Material: C900 PVC C900 PVC C900 PVC C900 PVC EXISTING: GROUND AT ROAD S=6.99% Length(LF): 13 21 19 12 x LO ir Slope 7.38 1.11 6.99 7.35 ........... .. ........ .......... ........................ ........ ............... ........................ ................... .......... ........... .......... 385- 2!40 18... ...... Z.w Z.(n .......... ..................... .. ........... .......... ........................ ....... ......... _j V) 0 OD 00 0 M C4 0 r- U') 00 LLI 0 12 LF 10" C900: PVC r- o:o r- 'R U� C-4 C14:C-4 0 r- 00-to r- C) 00 04 00,t S=7.35% STORM LATERAL TABLE * 0 -(0 uri 6:in to x _j + +CIR '*:0 0 n to U.):in Lo 01 V):00 0 ro n 01 t1r) See also construction notes A and C on this sheet .. . . M 0 'U.) ........ ............. ........ ......... ...... ................. ........ ............... ........................ ...... ....... .... ... ....... ......... 380- 1 < Lo LOV) to Zn V) x W f-):Po f-) z W Lateral Lateral A Lateral B Lateral C W Lj:w Ld co V) (n cno� ou 09 Cj (-4 Station: 11+36.89(2.7 L) 11+86.43(3.4 Q 12+39.52(4.2 Q z T't Diameter 4 4 6 0 6 00 0) r- 0 z co 900 PVC C900 PVC C900 PVC Material C 375- ........ ........... ......... ....... ..........��c ....... .............. ......... ............ ........ ...... ....... ........................ ..... ....... .......... ................. ........... ...... ........... .. ...... ........................ ...................... ;_��......**...... z to rn cr_ Slope 2.07 4.65 7.43 D V) U-)Fr Ld W Invert @ Ex. 9' S D 367.94 372.48 377.26 _j uri rL W Invert @ New. 12" SD 367.73 372.01 376.52 12 12 Length 12 .................. ... ............ .................. .......... .... ..................... ........................ ........ .............. ...................... ........ ........ ...... ........................ ...................... 370- 6...................... .......... . ............ r4) See Construction note B this sheet + + 0 tilt co 0 0 M 365. ........................ ....... ............... ........ ............ ........... ......... ...... ............... .............. ......... ...................... ........... ................. ............ ... ........... .......... .......... Z W 0 3: z < (n 0 y 0 0- z C, 0 a 77 N. .... .................... ......... ....... ....... ....... ...... ......... ......... ............ 360- ........... ....... ........ ........... ... ..... ............... ...................... CL Lj a- 0 a ......... . ....... ........................ ......... .......... .......... ........................ ................... ............. ...... ................ 355- .... ............ ................ ....... ............... ........ .......... .......... .............. SW 109TH STORM UNE PROFILE VIEW STA 10+00 TO STA 13+50 28 LF 12" C900 PVC SCALE: 1"=20' H 2 S=2.83% 1"=5' V 0 10 20 40 Z CLASS "B" BACKFILL HORIZ. ........................ ...................... 350- Scale In Feet 0 0 0 0 CD CD + + + + 0 cm co �f:z BID SET If- p Revisions and Addendums SHEET kNiF ENGINEERING DVISION Description Date No. By CANTERBURY LANE STORM C6 PUBLIC WORKS DEPARTMENT 02 #1 309PE 5000 Meadows Road,Suite 345 2;� Lake Oswego,OR 97035 1.3125 S.W. I-ALL BLVD. 6 ,7,5 /�Ve��_/ I p.503.597.32221 f.503.5975.7655 77GARD, OREGON 97223 SEWER LINE UPGRADE N rb ...................................................... OF OREG (PAllik VOICE. 50J-6J9-4171 Civil I Structural I Planning I Survey V An Engineeflng SerAcm Coffpmy paceengrs.corn FAX. 503-624-0752 10 1 , SW 109TH .6 C 4k* p " D WWW.77GARD-OR.GOV -0 M FILE NO RENEWS: /z DESIG_____F STA 10+00 TO STA 13+50 9403J N: IMP DRAWN: MA CHECK- JS I PROJ. NO: 16819.001 BID ON: LOCATE FRAME AND COVER OVER LEDGE OF AT LEAST NOTES: Frame shall be 12" IN WIDTH a 1. ALL JOINTS AND RUBBER GASKETS SHALL RUBBER GASKET non-shrink grout, preformed sealed with Manhole cover and frame a CONFORM TO THE REQUIREMENTS OF Steps,when required ASTM C-433. plastic or rubber to forma a B' MIN. BETWEEN 2. ALL MANHOLE SECTIONS SHALL CONFORM FLAT TOP watertight seal (See general note 5) KNocKouTs 9 Frame shall be sealed with Manhole cover and frame TO THE REQUIREMENTS OF ASTM C-478 (OPTIONAL) Tracer wire Finish rade non-shrink grout,preformed ° AND APPLICABLE PROVISIONS OF STANDARD See general g plastic or rubber to form a Finish grade _ MANHOLE, DRAWING NO. 010. ( g Joint type var. watertight ht seal 2 max• note 5) -2"max. by manufacturer g NOTE:Joint type LEGEND 0 3. STEPS REQUIRED ON FLAT TOP MANHOLES (Typ.) var.by manufacturer (See general note 3) DEEPER THAN �" Flat (Form groove to fit a a 64" DIA. slab� - Flat slab zz/ tongue of cover slab) Cast-in-Place concrete Tracer wire Precast concrete 2s" top _ 25" I (See general top 125"--+ Tracer wire ® a o 1:2 cement mortar MAXIMUM 27' FROM , :d TANDARD FRAME AND COVER OR ro /' note 5) Tracer wire r (See general TOP OF FIRST STEP WATERTIGHT FRAME AND COVER. S C *- ° `m ° note 5 Sewer pipe ® TO TOP OF CASTING SEE SID. DRAWING N0. 110-SA/ST 0 - ro > E (Do 18" min. = note 5)neral I ) OR NO. 120 > ` r I (TYp•) I SET FRAME IN NON-SHRINK GROUT _ :so. 06" D 48' Ca Concrete bench, U) 8" 8" Concrete bench, 0° l slope varies:'/2"/ft.min. NOTES: GRADE RINGS 2",4',OR 6") N min. slope varies:t/2'/ft.min. l + MAXIMUM 12" SET IN J 8„ o.: 1. ALL PRE-CAST MANHOLE SECTIONS SHALL CONFORM TO THE NON-SHRINK GROUT RUBBER GASKET ren + RUBBER GASKET FLAT TOP co 2. ALL POURED NOPLACE CONCRETE SHALL HAVE A 28 DAY ca Base rock STRENGTH OF 3000 P.S.I. AND SLUMP OF 2" To e. REINFORCEMENT d ': c.. '. 3. ALL JOINTS SHALL BE SEALED WITH PRE FORMED GASKETS STANDARD ECCENTRIC OR N - Base rock Pipe connection varies I II SUCH AS KENT-SEAL NO. 2, RAM-NECK, OR AN APPROVED a 36' CONE STANDARD MANHOLE FLAT TOP Pipe connection varies ,�t I gyp') 48" (Normal) EQUAL CONFORMING TO FEDERAL SPECIFICATION SS-SOD210. 58" DIA. Cn (Typ) (See general note 7) 6"min. 4. ALL PIPE CONNECTIONS TO MANHOLE SHALL BE WATERTIGHT. REINFORCEMENT N (See general note 7) 48' (Normal) 6 min. 5. PIPE CONNECTIONS OF 2e OR GREATER SHALL REQUIRE A o 't GENERAL NOTES FOR ALL DETAILS: MANHOLE AND CHANNEL DETAIL o. co 6. PIPE CONNECTIONS OF FOUR OR MORE MAINLINES SHALL MANHOLE STEPS SEE #6 BAR AROUND OUTSIDE OF OPENING a SECTION A-A SECTION B-B REQUIRE A MANHOLE CONNECTION AND CHANNEL DETAIL STD DRAWING NO. 100 MANHOLE SECTION #6 DIAGONALS BOTH SIDES OF OPENING (Base, Riser&Flat Slab Top) (Base&Flat Slab Top) 1. Minimum length if laterals or connections are inserted:outside diameter 7. PROVIDE A MINIMUM OF 8" OF INTACT (UNDISTURBED) 6" O.C. BOTH WAYS of pipe+ 17". MANHOLE WALL BETWEEN PIPE BREAKOUTS AS MEASURED -(VARIABLE 1'-4') ZZU ON THE INSIDE FACE OF THE MANHOLE. 2. Use Section B-B when length Of riser becomes less than minimum shown. 8. BREAKOUT OF WALL FOR PIPE SHALL BE 2' MINIMUM AND 4" MAXIMUM CLEAR OF PIPE WALL ? 0 0 0®®® ��25" 3. Base may be precast Or cast-in-place. 9. THIS DETAIL LIMITED TO MAXIMUM INTERIOR DROP OF 2e FOR SANITARY CONNECTION AND 48" FOR STORM o 4. All recast products shall conform to the requirements of ASTM C478. CONNECTION. fO 5' MINIMUM 48" < P p q 10. WATERTIGHT/TAMPER PROOF MANHOLE FRAME AND � COVER SHALL BE USED IN ALL EASEMENT AND OFF 5. See Std. Drg. RD336 for details not shown. STREET AREAS. o LO 6. See Std. Drg. RD344 for manhole base section. 48'MIN. z 7. See Std. Drg. RD345 for pipe to manhole connections. MINIMUM 12' LEDGE (ONE REQUIRED) 2" MIN. FROM TOP OF Outside of base may be 8. See Std. Drg. RD356 for manhole covers and frames. D 1"/FT. SLOPE TYP. PIPE TO MANHOLE round or octagonal,at the Outside of base may be LC�O' option of the contractor round or octagonal,at the 9. All concrete shall be commercial grade concrete. Manhole cover& I I I Manhole cover& option of the contractor PIPE o frame not shown Tracer wire(Typ.) frame not shown l 10. Max. pipe diameter varies with pipe material. o: a O.D. (See general note 5) 11. Location,elevation,diameter,slope,and number of pipe(s)varies,see project plans. L _ \ _ J ` 1 R� \I SMOOTH FINISH CHANNEL TO a '8" MINIMUM CONCRETE + Q� 11 + i ' 3/4 VERTICAL HEIGHT OF PIPE NOTE: FRAME TO BE PLACED NEAR CALL.BOOK NO. -_N/A-_ BASELINE REPORT DATE _- 21-JUL-2015___--_ �` ' _ - ------- �' :' �: 72 12' MINIMUM OF '4"-0" COMPACTED " MINIMUM UPSTREAM PIPE AND NOT IN CENTER 3 --'-1�" NOTE: All material and workmanship shall be in accordance with BASE MATERIAL OF FLAT TOP. 8„ the current Oregon Standard Specifications Steps,when requiredI l i I I OREGON STANDARD DRAWINGS (See general note 5) NOTES: The selection and use of this Location,elevation,and Standard Drawing,while designed number of pipe(s)varies. Tracer wire(Typ.) tSTANDARD MANHOLE FLAT TOP MANHOLE (See general note 5) in accordance with generally When H=42"or less make hole accepted engineering principles SHALLOW MANHOLES aemWater Services C1eanServices � REVISED 02-03 Our commitment is clear.for frame in center of cover slab. and practices,is the sole respon- DRAWING N0. 010 DRAWING N0. 050 REVISED 02-03 Our commitment is clear. Ca TOP VIEW When H=42"or less omit steps. TOP VIEW sibility of the user and should not 2015 N (Base, Riser&Flat Slab Top) (Base&Flat Slab Top) be used without consulting a DATE REVISION DESCRIPTION Registered Professional Engineer. 07-2015 REVISED DETAILS&NOTES PRE CAST N'4" CONICAL HOLES (2) SANITARY COVER ONLY Effective Date: June 1, 2016 - November 30, 2016 RD342 1" FLAT FACE LETTERING (RECESSED FLUSH) NOTES: JSP X00 pAS'T 1. ALL STEPS SHALL CONFORM TO THE OO cc REQUIREMENTS OF ASTM C-478. �O O O 2b03O EAW 10 2. MANHOLE STEPS MUST BE TIGHT AND 0 FIRMLY EMBEDDED. o - 3. ALL STEPS WITHIN A MANHOLE SHALL BE OF THE SAME DESIGN, TYPE, AND O ft O Q ASa6A48 QO SIZE. (MIXING OF UNMATCHED STEPS O O o � IS NOT PERMITTED). OMomrmix 5-3/4-- 40 4 (1) OPEN PICKHOLE 0 .4 (16) 3/4„ HOLES AS SHOWN 10-3/4• SANITARY PLAN VIEW COVER BACK 12" d a. oa 4" o a _ ° o D 24-3 7/8' 24 3/4" DIA. o 12" eo COPOLYMER POLYPROPYLENE PLASTIC ° � m a + 1 4" a. : 27' 25" 0 1/2" GRADE 60 REINFORCEMENT a Q �- d- 13" cc3" 7" 2 7/8" 6 SQ. 1 1/2" 3-3/8- FOR T lPLASTIC SAFETY STEP 3" 3" 7 1/2" SQ. m ( ( 8"- 8-5/8" b �- s PICKHOLE DETAIL 4 4 22 1/2" DIA. 6 23" _ 24-1/2" _ SECTION VIEW tz 2 d. - vim 31" W OF 12 #6 3/4" GALVANIZED BAR PR 'q MATERIALS: Q � ,� �GINEFR V `V o? o.. o . pD a :0 9 : 12" NOTES: F. �y Q GALVANIZED: Q 1. SUBURBAN TYPE NOT FOR USE IN TRAFFIC AREAS OF COLLECTOR AND ARTERIAL STREETS #18309PE ` �- o _ _ Q #6 (3/4" DIA.) GALVANIZED DEFORMED REINFORCING BAR. 4 2. COVER AND FRAME SHALL BE GRAY CAST IRON ASTM A-48 CLASS 30. SEE DETAIL #110 FOR MANHOLE FRAME SPECIFICATIONS. o a 3. COVER AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND. E REINFORCING BAR CONFORMING WITH ASTM A-615 GRADE 40. 4. NOTCH LID FOR LIFTING HOOK. OREGON ro z GALVANIZED CONFORMING WITH ASTM A-123. PLASTIC: SUBURBAN AND STANDARD STORM WATER '�M M ? MUST CONFORM WITH ASTM C-478. z STEEL REINFORCING BAR MINIMUM 1/2" GRADE 60. MEETING REQUIREMENTS OF ASTM A615 ENCAPSULATED MANHOLE FRAME AND COVER C1eanWaber Services MANHOLE LID aeanWatler Services RENEWS:1Z/31/16 o m WITH INJECTION MOLDED COPOLYMER POLYPROPYLENEDRAWING NO. REVISED 12-06 Our commitment is clear. REVISED 12-06 Our commitment is clear. �w WITH SERRATED SURFACES. . 110 SANITARY TAR Y DRAWING N0. 120 BID SET a Q 4 FOR GALVANIZED STEP N �I Q Q� Revisions and Addendums CANTERBURY LANE STORM SHEET MANHOLE STEP ( Description Date No. By ENGINEERING DEPARTMENT iVleanWaber Services 5000 Meadows Road,Suite 341 PUBLIC WORKS DEPARTMENT C7 sJE) Our commitment is clear. Lake Oswego,OR 97035 1312$ S.W. HALL BLVD. SEWER LINE UPGRADE CL DRAWING N0. 100 REVISED 02-03 p.503.597.3222 f.503.5975.7655 "' ® , 71GARD, OREGON 97223 Civil I Structural I Planning I Survey VOICE.• 503-639-4171 a An Engineering Services CompxW paceengrs.com $ FAX.• 503-624-0752 SW CANTERBURY LANE 10 ` f WWW.77GARD-OR.GOV FILE NO DESIGDRAWN: MA CHECK: JS OJ. NO: 16819.00 BID ON: MISCELLANEOUS DETAILS 94033 N: WP SEE NOTE AT TOP OF B 7 STANDARD DETAIL#020. SEE STANDARD DRAWING N0. 320 FOR ONE TWO RECESSED SEVEN N0. 3 BARS FOR LARGE DIAMETER FRAME AND COVER. NO. 5 NO. 3 A-] AREA AT 5" O.C. CONFIGURATION DETAIL BAR BARS MANHOLES SEE INSTALLATION DETAIL STANDARD DETAIL#160 -�-- GRADE RINGS(2",4",OR 6") �'PVC�-�►�+ a d c. -' MAXIMUM 8"-SEE NOTE 6 �IaE � d p SET IN NON-SHRINK GROUT a a e. PAVING RINGS NOT ALLOWED RFHDVABLE wATEHi)Gttr °d. a _ .._.............._. .... ........_.... ;...2....... :6 . DETAILB e'. d' .. -: ° .. �esS Porrr.r-10' I A d A d d °.. ° FOAM GASKET vm PSA BACKING ° - NOTES: ❑ (TRIM TO LLNDTH) -� d MOUNRN -- -- A 1, ALL MANHOLE SECTIONS SHALL ` ANCHOR W/BOLT PU NGE CONFORM TO THE REQUIREMENTS ❑ I• SEE DETAIL A) ° d OF ASTM C-478 AND APPLICABLE - -7-17 PROVISIONS OF STD.MANHOLE D INSTALLATION NOTE: -- DRAWING NO.010 POSRTON HOOD SUCH THAT d d BOTTOM FLANGE IS BELOW THE PIPE INVERT'. ° - 2. INLET AND OUTLET PIPE NOT TO EXCEED raxttnc tuwce 18"DIA GABKF7a d d ° d. . e ° COMPRESSED BETWEEN HOOD 3. PROVIDE SPECIAL DETAIL FOR OUTLET ` AND STRUCTURE d ° FLOW CONTROL EXCEEDING 18"DIA D7NLA A 60"MINIMUM (SEE DETAIL 0) 4. ALL OUTLETS SHALL HAVE FLOW CONTROL ourLLT ( � DEVICE. • ' WATERTIGHT SEAL Feorrr r>w sce vaw HO I F ANCHOR BOLI HDLE SHIELD 6TFJNLEss PLAN VIEW A e RECESSED CURB INLETS EXPANSION CONE SNOUT OIL-WATER-DEBRIS SEPARATOR (NARROW END OUT) TO BE REINFORCED CONCRETE ED IN PLAN PIPE TYPE SIZE,AND I ACCORDANCE WITH VARIES TO MATCH SEE STD DRAWING NO. 320 CONNECTION NOTES: B�-J CURB DRAWING NO. 310 CURB TYPE FOR FRAME AND COVER. ANTI-SIPHON DEVICE PER TOP OF PLAN,AS 1. ALL HOODS AND TRAPS FOR CATCH BASINS AND WATER QUALITY STRUCTURES SHALL BE d PAVEMENT 6"+ APPROVED AS MANUFACTURED BY- APPROVED BEST MANAGEMENT PRODUCTS, INC. d 1 1/2" ALL HOODS AND TRAPS FOR CATCH BASINS "SNOUT'OIL&DEBRIS STOP 53 MT. ARCHER RD. AND WATER QUALITY STRUCTURES SHALL LYME, CT 06371 d. d .° NO. 5 BAR a BE AS MANUFACTURED BY: (860) 434-0277, (860) 434-3195 FAX BEST MANAGEMENT PRODUCTS,INC. TOLL FREE: (800) 504-8008 OR (888) 354-7585 3" WEEP d 3' 53 MT.ARCHER RD. WEB SRF www.bestmp.com I ° HOLES d < C7 ° OF AA�ENT LYME,CT 06371 OR PRE-APPROVED EQUAL 18" I o 1: a (860)434-0277,(860)434-3195 ° 2. ALL HOODS SHALL BE CONSTRUCTED OF A GLASS REINFORCED RESIN COMPOSITE WITH I I 21" CID MAx FAX TOLL FREE:(800)5048008 ISO GEL COAT EXTERIOR FINISH WITH A MINIMUM 0.125" LAMINATE THICKNESS. I ( MAX 16" OR(888)354-7585 ° WEB SITE: VVWW.BESTMP.COM 3. ALL HOODS SHALL BE EQUIPPED WITH A WATERTIGHT ACCESS PORT, A MOUNTING FLANGE, d C OIL&FLOATABLE DEBRIS AND AN ANTI-SIPHON VENT AS DRAWN. (SEE CONFIGURATION DETAIL) OR PRE-APPROVED EQUAL d. ON SURFACE CANNOT EXIT PIPE 6" FOR POURED IN a 77 2 5/8" 45*' . a 4. THE SIZE AND POSITION OF THE HOOD SHALL BE DETERMINED BY OUTLET PIPE SIZE AS °d PLACE co PER MANUFACTURER'S RECOMMENDATION. d . 5' WITH REINFORCEMENT NO. 3 BARS SUMP VOLUME AVAILABLE \ d N 5. THE BOTTOM OF THE HOOD SHALL EXTEND DOWNWARD A DISTANCE OF 18" FROM I.E. OUT. ° ° q FOR PRECAST d ° d OPTION: CONST. JOINT= NO. 3 MINIMUM MAXIMUM 9 d d ° a d _ /) 60"M.H= 58.9 CF 98.1 CF ° °°d e 6' ) / ° 1/3 OF SURFACE AREA BAR In �r'M.H= 84.8 CF 141.3 CF 6. THE ANTI-SIPHON VENT SHALL EXTEND ABOVE HOOD BY MINIMUM OF 3" AND A MAXIMUM OF d° ° a 64^M.H= 115.4 CF 192.3 CF 24" ACCORDING TO STRUCTURE CONFIGURATION. // ° PROVIDE SPECIAL DETAIL FOR VOLUME REQUIREMENTS EXCEEDING 1923 CF 7. THE SURFACE OF THE STRUCTURE WHERE THE HOOD IS MOUNTED SHALL BE FINISHED 28" 27" \� MIN.1 1/2" SMOOTH AND FREE OF LOOSE MATERIAL SECTION A-A SECTION 13-13 • 8. THE HOOD SHALL BE SECURELY ATTACHED TO STRUCTURE WALL WITH 3/8' STAINLESS \\ �` SEE HOOK NOTES: STEEL BOLTS AND OIL-RESISTANT GASKET AS SUPPLIED BY MANUFACTURER. (SEE ° . ° , BAR DETAIL INSTALLATION DETAIL) 1. CATCH BASIN SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM C-478. 2 INSTALL STEPS WHEN DISTANCE FROM TOP OF GRATE TO FLOW LINE OF PIPE IS GREATER THAN 48". SEE STANDARD 9. INSTALLATION INSTRUCTIONS SHALL BE FURNISHED WITH MANUFACTURER SUPPLIED DRAWING NO. 100. SET FIRST STEP 12" FROM TOP OF GRAZE ad° SUMP VOLUME REQUIREMENTS INSTALLATION KIT. 3. INSTALL STRUCTURE ON MINIMUM OF 8" OF %7-0" COMPACTED BASE MATERIAL 20 CF11.0 CFS OF INFLOW INSTALLATION KIT SHALL INCLUDE: 4. REINFORCEMENT FOR PRE CAST CATCH BASIN SHALL BE REBAR MEETING ASTM A-615 GRADE 60 OR WELDED WARE SECTION A-A �, IN. 1 1/2" A. INSTALLATION INSTRUCTIONS MEETING ASTM A-497. HOOK BAR 58.9 CF MINIMUM REQUIRED B. PVC ANTI-SIPHON VENT PIPE AND ADAPTER 5. ALL POURED INPLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 P.S.I. AND A SLUMP OF 2" TO 4". C. OIL-RESISTANT CRUSHED CELL FOAM GASKET WITH PSA BACKING 6. CHANNEL REQUIRED IN FLOW THROUGH APPLICATIONS, AS APPROVED. ALL OTHER APPLICATIONS REQUIRE AN 18" SUMP DETAIL D. 3/8" STAINLESS STEEL BOLTS BELOW LOWEST PIPE INVERT. E. ANCHOR SHIELDS 7. FULL CURB EXPOSEURE REQUIRED CANNOT BE LOCATED IN SIDEWALK RAMPS OR RAMP WINGS. WATER QUALITY WATER QUALITY GUTTER & CURB GUTTER & CURB INLET CATCH MANHOLE (SNOUT) A CleanWater Services MANHOLE (SNOUT) B CleanWr� Services INLET CATCH BASIN C1eanWatleN Services aeanWA;r%� Services BASIN (CG- 2) REINFORCEMENT DRAWING NO. 250 REVISED 12-06 Our commitment is clear. DRAWING NO. 260 REVISED 12-06 Our commitment is clear. DRAWING NO. 300 ( CG- 2) REVISED 12-06 Our commitment is clear. DRAWING NO 310 REVISED 12-06 Our commitment is clear. a' 1. PVC HUB SHALL CONFORM TO ASTM 3034, SDR 35 DRIVE INTO CENTER OF RUBBER SLEEVE AFTER SLEEVE IS PLACED IN HOLE M A A TYP. 5/8' X 3' BOLTS 2 1/2' iv 1/4" 2 EACH END P- Iaum 2. STAINLESS STEEL BAND SECURES UPPER HALF OF RUBBER SLEEVE TO THE PVC HUB. STAINLESS STEEL BAND SHALL BE 300 SERIES, X6" BAND WIDTH, OD CADMIUM PLATED CARBON STEEL, AND ATTACHED WITH HEX HEAD SLOTTED 2 1/2' x 1/2" r SCREW. SQ. EDGE FLAT BAR SECTION A-A 3" x 2 1/2' X3/8' 3. COMPLETE RUBBER SLEEVE INCLUDES A MOLDED SEGMENT THAT HOLDS IT IN TYP. ANGLE PLACE. IX It 3/4' M PLAN 13 1/2" B 3/8' X 2 1/2' FLAT BARS 2 1/27 AT 1 7/8" ON CENTER z• 3 2 U) CROSS BARS v v Z�Z c 3/8' ROUND a' :Q PC d o' CD co 01 U iV 2 Ua K 3 2• B 2 W x FLAT TYPICAL BOTH ENDS x 3/B" 2' .35 MINIMUM WALL THICKNESS BARS EACH END PLAN OUTER BARS AND 2 3/,6• EVERY SECOND SECTION 13-13 w INNER BAR Ep PROFS 0 2 NOTE: �GI NEF /O W 1. ALL INSERTA-TEE HOLES SHALL BE MACHINE DRILLED AND CORED. F, o' 2. INSERTA-TEE ARE ALLOWED IN NEWLY CONSTRUCTED SEWER MAINS 12" AND # lr NOTE: LARGER INSIDE DIAMETER (I.D.). /Z-11309PE FRAME AND GRATE TO BE NEW STRUCTURAL ASTM A-36 FLAT BAR STEEL OR APPROVED EQUAL. 3.SEWER MAIN SHALL BE TWO SIZES (NOMINAL I.D.) LARGER THAN THE INSERTA �t/ �- f I`V ADDITIONAL THICKNESS AND REINFORCEMENT SHALL BE REQUIRED FOR STATE HIGHWAY APPLICATIONS. -TEE. O 4. HOST PIPE SHALL BE MINIMUM .35" WALL THICKNESS. `/9A! 16 REGION 0 19 b �a CATCH BASIN INSERTA- TEE �M M PPS z FRAME AND GRATE (CG- 2) Cl.Waberr� Services dean% � Services REN EW S: �z/3/A fp o� DRAWING NO. 320 REVISED 02-03 Our commitment is clear. DRAWING NO. 530 REVISED 12-06 Our commitment is clear. oz BID SET a I Q� Revisions and Addendums SHEET ENGINEERING DVISION CANTERBURY LANE STORM o Description Date No. By �1 PUBLIC WORKS DEPARTMENT C8 5000 Meadows Road,Suite 345 Lake Oswego,OR97035 SEWER LINE UPGRADE y a 13125 S W. HALL BLVD. 8 p.503.597.32597.32221 f.503.5975.7655 a ® T/GARD, OREGON 97223 OF rPA=E Civil I Structural I Planning I Survey VOICE. 503-639-4171 v An Engineering SeNims Company paceengrs.comFAX• 503-624-0752 SW CANTERBURY LANE '° b o v tr ® www.ncARD-oR cov FILE NO MISCELLANEOUS DETAILS 94033 DESIGN: WP DRAWN: MA CHECK: JS PROJ. NO: 16819.00BID ON: FOR ALL EXCEPT STA 10+00 TO STA 10+20. FOR TRENCH STA 10+00 TO STA 10+20 FOR T-CUT INFORMATION ONLY. As required in Off typical sections Streetof construction Street plans CLASS "B" CLASS "A„ Area 1' T-cut see Finish grade Surfacing note 1) Surfacing-match MULTIPLE INSTALLATIONS Topsoil Or as MOUND EXCESS NATIVE MATERIAL E Topsoil or existing material p SURFACE RESTORATION Top of subgrade _ OVER TRENCH TO ALLOW C"! as directed ° ° directedBase Material O�+ 7M+ AS SPECIFIED Base material 'o: o FOR SETTLEMENT 0 0 o. _ x U 'v= v a A o'v` a o<e a • a ����`\\\1�i���\;����;�� Q O U E^ E m .. c0 �- v,�.o DIAMETER MIN.SPACE BETWEEN PIPES Q O fr O- °:, N m E ��✓i ; U U Up to 48" 24" rn > ^I "¢ p _oe °• 12" NATIVE TOP SOIL m cu m m cD IF TOP SOIL EXISTED ° UE U)6 v(D_� . 48"to 72" One half 1/2 dia.of Dipee U ro Q Z 95% COMPACTION 90%COMPACTION PRIOR TO EXCAVATION. cli oC • NATHIN 48" OF D LU U` �°E o F= M ++ SURFACE U z XU D C `•° a ��NATIVE �UN EAR111BED v 0) U C UNDISTURBED 90% COMPACTION Z r Tracer wire '0 - N Q L- (1) EARTH BELOWSURFACE MATERIAL- p (See general C '� 4) \ o a) note 4) w - -�' 0)^ (D U 0 v In o =3 C O +' C 0) C1 DEPTH � , ` ° °°�, TABLE A � � ^ N w °' `� VARIES �3/4"`aFtoCKc a ! ,a "All "Bn rico nDn a. � "Q to L_ I- V Q) - Nom. O `+- a\ ` - (in) (in) (in) (in) B.. + °B„ Q o v ¢ Pipe diameter _ o e D ti a 1 4 0 4 8 „A„ ° 6" Min bedding 6 1.0 4 8 6» 6„ 3/4"-0 CRUSHED s :a °°e° _ ° 1/2 PIPE 8 10 6 10 v °c"Pipe bedding, below outside of MIN MIN ROCK 6 MIN. . 6 MIN, - seeTableA pipe bell 3/4 0 PIPE ZONE .° - O.D. PLUS 6" 10 10 6 10 Trench foundation I I 111=III-111=III=III= -1 I-III=111 o I-i crushed aggregate o o sa; stabilization,as required _III-I I� III-I I1=1I1=1I1=1I1=1I1=1I1=1 ° 12 12 6 10 III-III-I �-1I1=111=1I1=11I-111=111=11I -I I � 8�08 6 8°°°° OSP o°g°O�08 0°8_° 15 12 6 10 GENERAL NOTES FOR ALL DETAILS: 0,R00 0 0 0 00 0�0 0 ° 3 4"-0 �� 00 So 0 0 ° ° c%.6 8 0 0 0 X/ 18 16 6 12 1. Surfacing of paved areas shall comply with street cut Std.Drg.RD302. 2' Min Trench /�� PIPE BEDDING \ 0 0 0 0 0 0 0 0 0 0 24 min. \/ oo�0 0$°0 000 0 0 0 ° °008°° / 21 16 6 12 /�j\j����/ 000$or° 0.800 0 0 0 0 0 o8 �� 2. For pipe installation in embankment areas where the trench method will not be foundation / //\/�\ /��000 00 80°0 o0° 0 o 0 0 00 080°oa 24 18 6 12 used and the pipe is>36°diameter,increase dimension°B"to nominal pipe diameter. stabilization 30 18 6 12 3. Pipes over 72"diameter are structures,and are not applicable to this drawing. if required TRENCH STABILIZATION: 36 24 6 14 4. See Std.Drg.RD336 for tracer wire details(When required). IF REQUIRED, TRENCH STABILIZATION r1112PE O.D. PLUS 4" MIN. FOR PIPE SMALLER THAN 18" 42 24 6 14 PE O.D. PLUS 8" MIN. FOR PIPE 18" AND LARGER SHALL BE SPECIFIED SEPERATELY AND PLACED PRIOR TO PLACEMENT 48 24 6 14 CALL.BOOK NO. -_-_N/A-_-_- BASEUNE REPORT DATE __ 4-iUL_2014 __--_ NOTE: OF BEDDING MATERIAL 54 24 6 14 NOTE: Ale Curren Oregon l material and rkmansdip shall llSpecificbe Ins accordance with 1. 1' T-CUT FOR PIPE ONLY PROJECTS. NOTE: 60 24 6 14 OREGONSTANDARD DRAWINGS 2• JOINTS TO BE TACK AND SANDED. ALL COMPACTTION REQUIREMENTS PER The selection and use of this 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. AASHTO T-99 AND ODOT/APWA SPEC 00405. 66 24 6 14 Standard Drawing,while designed „ 72 24 6 14 in accordance with generally TRENCH BACKFILL, BEDDING, 4. REQUIRED ASPHALT DEPTH TO MATCH EXISTING OR 6-, WHICHEVER IS accepted engineering principles PIPE ZONE AND MULTIPLE GREATER. 7J For pipes over 72"diameter, and practices,is the sole respon- INSTALLATIONS APPRWAD TRENCH BACKFILL see general note 3. sib of the user and should not CITY OF TIGARD NO SCALE W 2015 OREGON MICHAEL A. STONE, P.E. DETAILS be used without consulting a DATE REVISION DESCRIPTION Iq ENGINEERING DIVISION CITY ENGINEPR TRENCH DWG. NO. C1eanWatler Services Registered Professional Engineer. PUBLIC DEPARTMENT 9 g TIC S.W.s.WORKS L BLVD. REVISED 12-06 Our commitment is clear. : s oi�OREGON 223 JANUARY 2013 BACKFILL '� 80 DRAWING NO. 590 FAX: (503)684-7297 APPROVAL DATE Effective Date: June 1, 2016 - November 30, 2016 RD300 NOTES: MAY BE USED SHORT TERM Min.width=Roller width plus 2" W UTILITY WORK AND W 1. WHEN RAINFALL AND RUNOFF OCCURS DAILY INSPECTIONS OF THE EROSION AND SEDIMENT CONTROLS AND DISCHARGE OUTFALLS MUST BE PROVIDED / / BY SOME ONE KNOWLEDGEABLE AND EXPERIENCED IN THE PRINCIPLES,PRACTICES,INSTALLATION,AND MAINTENANCE OF EROSION AND SEDIMENT Seal surface over joint PHASING OF DEVELOPMENT CONTROLS WHO WORKS FOR THE PERMITTEE. 6" Pvmt.replacement, with tack material and sand min. see general notes (AC patch only) 2. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE GROUND FROM OCTOBER 1 THROUGH MAY 31 EACH YEAR 6�� j1REBAR FOR BAG REMOVA3. DURING WET WEATHER PERIOD,TEMPORARY STABILIZATION OF THE SITE MUST OCCUR AT THE END OF EACH WORK DAY_ EXtg.pvmt. min " L I FLOW 4. SEDIMENT CONTROLS MUST BE INSTALLED AND MAINTAINED ON ALL DOWN GRADIENT SIDES OF THE CONSTRUCTION SITE AT ALL TIMES DURING -�� CONSTRUCTION.THEY MUST REMAIN IN PLACE UNTIL PERMANENT VEGETATION OR OTHER PERMANENT COVERING OF EXPOSED SOIL IS ESTABLISHED. Tack coat Cut edges(AC Only) „ CATCH BASIN GRATE 5. ALL ACTIVE INLETS MUST HAVE SEDIMENT CONTROLS INSTALLED AND MAINTAINED AT ALL TIMES DURING CONSTRUCTION.UNLESS OTHERWISE S ;lo; o APPROVED,A SURFACE MOUNTED AND ATTACHABLE,UHAPED FILTER BAG IS REQUIRED FOR ALL CURB INLET CATCH BASINS. /A /AUS E 6. SIGNIFICANT AMOUNTS OF SEDIMENT WHICH LEAVES THE SITE MUST BE CLEANED UP WITHIN 24 HOURS AND PLACED BACK ON THE SITE AND STABILIZED OR PROPERLY DISPOSED. THE CAUSE OF THE SEDIMENT RELEASE MUST BE FOUND AND PREVENTED FROM CAUSING A RECURRENCE OF THE �IAUy _6. '-° °- °.I DISCHARGE WITHIN THE SAME 24 HOURS.ANY IN-STREAM CLEAN UP OF SEDIMENT SHALL BE PREFORMED ACCORDING TO THE OREGON DEPARTMENT00001 OF STATE LANDS REQUIRED TIME FRAME. EAIII mill VIII VIII L SII-E� -II 11 -�Ilmlll =II-I�EIII- 7. SEDIMENT MUST NOT BE INTENTIONALLY WASHED INTO STORM SEWERS,DRAINAGE WAYS,OR WATER BODIES. In Sturbed base CATCH BASI8. SEDIMENT MUST BE REMOVED FROM BEHIND ALL SEDIMENT CONTROL MEASURES WHEN IT HAS REACHED A HEIGHT OF 1/3RD THE BARRIER HEIGHT, ( 9•) 6 O„ AREA DRAIN °o AND PRIOR TO THE CONTROL MEASURES REMOVAL. Compacted aggregate base, CLSM or full depth asphalt EXPANSION RESTRAINT 9. CLEANING OF ALL STRUCTURES WITH SUMPS MUST OCCUR WHEN THE SEDIMENT RETENTION CAPACITY HAS BEEN REDUCED BY 50%AND AT CATCH BASIN ° b COMPLETION OF PROJECT. concrete as Specified 10. ANY USE OF TOXIC OR OTHER HAZARDOUS MATERIALS MUST INCLUDE PROPER STORAGE,APPLICATION,AND DISPOSAL. ° o Compacted trench FLOW �. 11. THE PERMITTEE MUST PROPERLY MANAGE HAZARDOUS WASTES,USED OILS,CONTAMINATED SOILS,CONCRETE WASTE,SANITARY WASTE,LIQUID backfill as specified °.p ° WASTE,OR OTHER TOXIC SUBSTANCES DISCOVERED OR GENERATED DURING CONSTRUCTION. 12. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW MANUFACTURER'S RECOMMENDATIONS. i °a NUTRIENT RELEASES FROM FERTILIZERS TO SURFACE WATERS MUST BE MINIMIZED. TIME RELEASE FERTILIZERS SHOULD BE USED AND CARE SHOULD ' n BE MADE IN APPLICATION OF FERTILIZERS WITHIN ANY WATER WAY RIPARIAN ZONE. Trench Width �a STORM PIPE ° e 13. OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL (Actual) V DITCH BOTTOM FLOWJ ° MEASURES,IN ACCORDANCE WITH CURRENT CLEAN WATER SERVICES STANDARDS AND STATE,AND FEDERAL REGULATIONS. 14. PRIOR TO ANY LAND DISTURBING ACTIVITIES,THE BOUNDARIES OF THE CLEARING LIMITS,VEGETATED BUFFERS,AND ANY SENSITIVE AREAS SHOWN ON THIS PLAN SHALL BE CLEARLY DELINEATED IN THE FIELD.UNLESS OTHERWISE APPROVED,NO DISTURBANCE IS PERMITTED BEYOND THE GENERAL NOTES FOR ALL DETAILS: n. CLEARING LIMITS.THE OWNER/PERMITTEE MUST MAINTAIN THE DELINEATION FOR THE DURATION OF THE PROJECT. NOTE:VEGETATED CORRIDORS TO BE DELINEATED WITH ORANGE CONSTRUCTION FENCE OR APPROVED EQUAL. • - ea ; ;. ° o a ° 1. All existing AC or PCC pavement shall be sawcut prior to repaving. - ;►, 15. PRIOR TO ANY LAND DISTURBING ACTIVITIES,THE BMPS THAT MUST BE INSTALLED ARE GRAVEL CONSTRUCTION ENTRANCE,PERIMETER SEDIMENT CONTROL,AND INLET PROTECTION.THESE BMPS MUST BE MAINTAINED FOR THE DURATION OF THE PROJECT. 2. Concrete pavement shall be replaced with concrete to a minimum thickness of 6"or DITCH INLET PLAN VIEW 2"X2"X3/4" RUBBER BLOCKS 16. IF VEGETATIVE SEED MIXES ARE SPECIFIED,SEEDING MUST TAKE PLACE NO LATER THAN SEPTEMBER 1ST;THE TYPE AND PERCENTAGES OF SEED IN to the thickness of removed pavement,whichever is greater. THE MIX ARE AS IDENTIFIED ON THE PLANS OR AS SPECIFIED BY THE DESIGN ENGINEER. 17. WATER-TIGHT TRUCKS MUST BE USED TO TRANSPORT SATURATED SOILS FROM THE CONSTRUCTION SITE.AN APPROVED EQUIVALENT IS TO DRAIN 3. Place AC mix minimum thkn.of 4"or the thkn.of the removed pavement,whichever o POLYPROPLENE THE SOIL ON SITE AT A DESIGNATED LOCATION USING APPROPRIATE BMPS;SOIL MUST BE DRAINED SUFFICIENTLY FOR MINIMAL SPILLAGE. IS greater.Compact as Specified. 6" overlap of bags. FILTER SACK (WOVEN) 18_ ALL PUMPING OF SEDIMENT LADEN WATER MUST BE DISCHARGED OVER AN UNDISTURBED,PREFERABLY VEGETATED AREA,AND THROUGH A SEDIMENT NOTES: CONTROL BMP(I.E.FILTER BAG). O 1. ADDITIONAL MEASURES MUST BE 19. THE ESC PLAN MUST BE KEPT ONSITE.ALL MEASURES SHOWN ON THE PLAN MUST BE INSTALLED PROPERLY TO ENSURE THAT SEDIMENT LADEN WATER OREGON STANDARD DRAWINGS CONSIDERED DEPENDING ON SOIL DOES NOT ENTER A SURFACE WATER SYSTEM,ROADWAY,OR OTHER PROPERTIES. TYPES. WOVEN PO LYP RO P LEN E SACK 20. THE ESC MEASURES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS.DURING THE CONSTRUCTION PERIOD,THESE MEASURES SHALL BE UPGRADED AS NEEDED TO MAINTAIN COMPLIANCE WITH ALL REGULATIONS. STREET CUT 2. BIO-FILTER BAGS SHOULD BE o i 21. WRITTEN ESC LOGS ARE SUGGESTED TO BE MAINTAINED ONSITE AND AVAILABLE TO DISTRICT INSPECTORS UPON REQUEST. PROF STAKED WHERE APPLICABLE USING FSS ? (2) 1"X2"WOODEN STAKES OR SHEETING ,MULCHING,OR OTHEIN AREAS SUBJECT TO WIND RAPPROVED MEASURES.ION,APPROPRIATE S MUST BE USED WHICH MAY INCLUDE THE APPLICATION OF FINE WATER SPRAYING,PLASTIC 2015 APPROVED EQUAL PER BAG �\ F,NG GIN W J Q . NOTE: 23. ALL EXPOSED SOILS MUST BE COVERED DURING WET WEATHER PERIOD. DATE REVISION DESCRIPTION #1830 PE FOR FURTHER INFORMATION 9c FOR FURTHER INFORMATION 1. RECESSED CURB INLET CATCH BASINS ON DESIGN CRITERIA SEE 3. WHEN USING 30 BIO-BAGS TO ON DESIGN CRITERIA SEE MUST BE BLOCKED WHEN USING FILTER CHAPTER 4 OF CLEAN WATER �� PROTECT A CATCH BASIN YOU MUST CHAPTER 4 OF CLEAN WATER FABRIC INLET SACKS. SIZE OF FILTER SERVICES EROSION PREVENTION OREGON ro E a SERVICES EROSION PREVENTION AND SEDIMENT CONTROL � ` qN W HAVE 4 BAGS AND THEY SHALL BE AND SEDIMENT CONTROL FABRIC INLET SACKS TO BE DETERMINED OVERLAPPED BY 6". PLANNING AND DESIGN MANUAL. BY MANUFACTURER. PLANNING AND DESIGN MANUAL. RD3O2 16,6 r N q,y M P pJ �o 0 2 INLET PROTECTION INLET PROTECTION RENEWS: °s STANDARD EROSION CONTROL NOTES b j N W TYPE 4 CleanWailer Services TYPE 5 CleanWaher Services FOR SITES LESS THAN 1 ACRE CleanWater Services BID SET o Q Our commitment is clear. Our commitment is clear. Our commitment is clear. N DRAWING NO. 915 REVISED 12-06 DRAWING NO. 920 REVISED 12-06 DRAWING NO. 945 REVISED 12-06 � I rn �O Q� Revisions and Addendums SHEET D� ENGINEERING DVISION CANTERBURY LANE STORM Description Date No. By V PUBLIC WORKS DEPARTMENT C9 o 5000 Meadows Road,Suite 345 s a p. Lake Os 7 3222 I f.503 5975.7655 13125 S W. HALL BLVD. 9 ...................................................... ® ; TIGARD, OREGON 97223 SEWER LINE UPGRADE of x Civil I Structural I Planning I Survey L VOICE. 503-639-4171 v An Engineering Services Company paceengrs.com FAX: 503-624-0752 SW CANTERBURY LANE 10 a�FA ID WWW.TIGARD-OR.GOV DESIGN: WP DRAWN: MA CHECK: JS PROJ. NO: 16819.00 BID ON: MISCELLANEOUS DETAILS 94033 48' 8° Tracer wire Tracer wire Tracer wire, 42"if specified) Joint type as required Channel Concrete bench See general note 6 ( p ) q (See general note 6) ( 9 ) Concrete bench See general note 11 Concrete bench, 48" Slope var.'/z"/ft.min. Resilient connector , „ ( g ) - _ (See general note 2) Slope var. /z/ft.min. N 2-#4 hoops slope varies:1/z°/ft.min. (42°if specified) (See general note 9) P P Shape channel to match Concrete invert channel Concrete invert channel T Tracer wire, Concrete invert channel See general bottom half of largest pipe Slope var.(See general note 7) Slope var. See general note 7 Slope var. (See general note 7) � -, - •;2. (See general note 11) Tracer wire, note 12 Grout P ( 9 ) Concrete invert channel co -� :'. o _t (See general note 11) Tracer wire, Concrete bench Grout Concrete bench Slope var.(See general note 7) 8„ (See general note 11) Slope var.1/z'/ft.min. Y e r note ) Slope var. min. (Typ.) Tracer wire(Typ.) �., i I I Channel I I ' min. 1 (See general nate 6) (See general t 6 Tracer wire(Typ.) 1 (See general note 2) I I I ' -` ' ' Seeener I.note 15 Pi a zone Pipe zone -PipeRYP-)-. :,. P CTYP•)•.::.: i See (Typ.)- general note 15 : Pipe zone Shape channel to match o. t ( 9 ) P RYP) See general note.l5. ' p ( I I 1 -�- . o.•� .o :(See general note 15). I bottom half of pipe ' I I o a i I I I I I( I Q'. INVERT CHANNEL + F o. I. T•�:o'r o T o.� T • 0---6 mm. Base rock-fir° dxaca�sa(T� sae #3 bars, 2, 18° 18° Resilient connector(Typ.) " `„ #4 bars, 12"cc SECTION B-B ( 9 ) 12'cc max. 1 -#4 Hoop (Both ways) Pour,concrete against max. max. See general note 9 r undisturbed material Pipe joint(Typ.) N SECTION A-A N (See general note 8) > j SECTION B-B SECTION A-A SECTION B-B SECTION A-A As measured at inner manhole wall. r 12"bars, max ��' � and/or riser(s).occur in manhole base section c 41 #4 bars,12"cc �Oo ? a B B __� 1 Construct invert channels to s 6 ui Concrete invert channel Concrete invert channel (Both ways) uniform flow lines with gradual l �/ ��'t d Resilient connector co 9 y r �i m Slope var. (See general note 7) (Typ.)Eh Slope var.(See general note 7) � � transition sections. 'bJ°'Go eek v (See general note 9) 3-#4 hoops y- _ Tracer wire(Typ.) �s Grout(Typ.) Tracer wire(Typ.) Tracer wire(Typ.) (See general note 11) \ (See general note 6) (See general note 6) I \ i A -i -- -t-- -- -- - A B / B A ------- ----- -- -- ------- A A A 1 ------- ---- - - ---- ------- oeor fie , Tracer wire(Typ.) (See general note 11)Outside of base may � 1 Pi a ointbe round or octagonal, Concrete bench P ) yP) Concrete bQ Slope var. /z'/ft.min. (See general note 8) Slope var. at the option of the contractor �, B B Lap 10". PLAN All reinforcement shall be 2° PLAN PLAN PLAN clear of nearest face of conc., unless otherwise shown. CAST IN PLACE MANHOLE BASE PRECAST MANHOLE BASE CONNECTION OF RIGID PIPE TO MANHOLE CONNECTION OF FLEXIBLE PIPE TO MANHOLE (For invert channel details,see precast option at right) GENERAL NOTES FOR ALL DETAILS: CAM BOOK NO. __N/A------- BASELINE REPORT DATE __ 14-JUL_2014--___- GENERAL NOTES FOR ALL DETAILS: CAM BOOK No. __N/A--__--- BASELINE REPORT DATE __ 14-JUL_2014-_____ 8. When rigid pipe is used,the connecting pipe shall have a flexible,gasketted and NOTE: All material and workmanship shall be in accordance with unrestrained joint within 18°of manhole wall. Joint type varies with manufacturer. NOTE: All material and workmanship shall be in accordance with the current and Standard Specifications the current Oregon Standard Specifications 1.All concrete shall be commercial grade concrete. 7. Location,elevation,diameter,slope,and number of pipe(s)varies,see project plans. 1. All precast sections shall conform to requirements of ASTM C478. OREGON STANDARD DRAWINGS 9. When flexible pipe is used,install resilient connectors conforming to requirements of ASTM C923. OREGON STANDARD DRAWINGS 2.Channels shall be constructed to provide smooth slopes and radii to outlet pipe. 8. All precast products shall conform to the requirements of ASTM C478. The selection and use of this 2. Manhole base sections may be precast or cast-in-place. The selection and use of this Standard Drawing,while designed 10. See Std.Drgs.RD335,RD336,and RD338 for details not shown. Standard Drawing,while designed 3.Bases may be recast or cast in lace. 9. See Std.Drg.RD345 for pipe to manhole connections. in accordance with generally3. All concrete shall be commercial grade concrete. in accordance with generally y P p 9 p P accepted engineering STANDARD MANHOLE BASE SECTION 11. See Std.Drg.RD336 for manhole steps details. g y PIPE TO MANHOLE CONNECTIONS p g g 4. Location,elevation,diameter,sloe and number ofpipe(s)varies,see project plans. accepted engineering principles � 4.Max.pipe diameter varies with pipe material. 10.See Std.Drg.RD336 for manhole steps details. slope, P ) and practices,is the sole respon- 12. See Std.Drg.RD342 for shallow manholes. and practices,is the sole respon- 5.5.Use on 42"and 48"diameter manhole. 11.See Std.Drg.RD336 for tracer wire details. sibility of the user and should not 2015 5. Max.pipe diameter varies with pipe material. sibility of the user and should not 2015 13. See Std.Drg.RD344 for manhole base section. be used without consulting a DATE REVISION DESCRIPTION 4 be used without consulting a DATE REVISION DESCRIPTION •P 6.Extend pipe into manhole and grout smooth. 12.At spring line of pipe,extend channel up to crown line on 12:1 batter. U1 6. All connecting pipes shall have a tracer wire,or approved alternate. Pipe(s)may extend 2"max.beyond the interior manhole wall. Registered Professional Engineer. See Std.Drg.RD336 for tracer wire details. 14. See Std.Drg.RD356 for manhole covers and frames,manhole adjustment rings,etc. Registered Professional Engineer. 7. Invert channels shall be constructed to provide smooth slopes and radii to outlet pipe. 15.Pipe zone varies,see Std.Drg.RD300. Effective Date: June 1, 2016 - November 30, 2016 RD344 Effective Date: June 1, 2016 - November 30, 2016 RD345 STANDARD MANHOLE COVER, FRAME & GRATE TAPER TYPES & FORMULAS NOTES: NOTES: NOTES: TAPER FORMULA • When paved shoulders adjacent to excavations are less than • Install PCMS beyond the outside shoulder,when possible. • Install Flagger Station Lighting beyond the 25°(36") Merging Lane Closure °L' four feet wide protect longitudinal abrupt edge as shown. outside shoulder,where practical. ° Sanitary 11/<°O.D.stainless steel washer, 9 9( ) p g P g 2 holes max. 1/e"thick,3 required per cover 1/a"clearance 243/4 1/a"clearance 1/21" • Use the appropriate late type of barricade panels for PCMS location. Flat rubber washer, 3/a" 33/4° Shifting L°/2 Or • Use aggregate wedge when abrupt edge is 2 inches or greater. Right shoulder,use Type B(III)R • Use six tubular markers in shoulder taper 0 0 3 required per cover 2" Shoulder Closure "L"/3 or t/3 L" Left shoulder,use Type B(III)L on 10 spacing. ° 3/.t 2' Flagging(See Drg.TM850) 501-100, • Use six drums in shoulder taper on 20'spacing. • Place cart/generator/power supply off of the ° ° ° 3/4 1 shoulder,as far as practical. 23/8 I ,, 1° - Downstream(Termination) Varies(See Drawings) • Detail as shown is also used for Storm ° - 1/4"neoprene 1 ►1 3/4° =p _ 243/4°dia. gasket,omit for 1" 'I 3/4" = Chamfer N " * Use Pre-Construction Posted Speed to select Portable Traffic Signal installation and tamperproof cover N I the Speed from the Tables below: Smart Work Zone System. T N T Extg.pavement 2"or Greater 11/4) 1'3/40 CONCRETE BARRIER FLARE RATE TABLE s/ 1 -3 100' So' Watertight NOTE: 3/4 �6"J 3/a' , ° I x-17"dia. 1/4 1k SPEED(mph) MINIMUM FLARE RATE --- 20' 20' 3 reqd.,equally spaced,1/2 x 11/2"pentagonal or hexagonal head,bronze or 11/2"min. Flagger Station 10' stainless steel.Install frame so that one bolt boss is located over the manhole ladder. 31/4" 3"max. Machine finish all <_30 8:1 Portable changeable 8'B((II)R Lighting a'B(lll)R o (See general note 8) 3/4' (I� I I ° around for true 40 10:1 -- -p- _ I 28"Tubular 35 9:1 message sign (PCMS) 1 Tem Plastic Drums 1'-11' �I 3/a bearin on frame cc o o � � O -r-.--�Markers BOLT-DOWN DETAIL 2'-/Z o 45 12:1 Shoulder or N o ° ° a aggregate base rock (FOR TAMPERPROOF AND WATERTIGHT) 50 14:1 r::::::-:.:.:.:.:.:.:- Cover&frame to be machined + 0 to a true bearing all around. ' 55 16:1 ------------ ------- 60 18:1 d *Std.depths 11/2°,2",21/2'&3° SECTION A-A SECTION B-B o 65 19:1 r Tamperproof 7e, Matl.to be grey cast iron ASTM A 48, 70 20:1 (2 holes max Class 35B.Tolerance on non-machined � for sanitary surfaces to be±0.06°,see general note 6 36"min.diameter cover is reqd.for manholes with PORTABLE CHANGEABLE MESSAGE FLAGGER STATION covers) depths of 20'or greater.(See general note 4) a EXCAVATION ABRUPT EDGE SIGN (PCMS) INSTALLATION LIGHTING DELINEATION 27° o MINIMUM LENGTHS TABLE 24 1 25" 1" - E °L°VALUE FOR TAPERS(ft) co Mfg,initials&heat _ BUFFER°B° ft NOTES: GENERAL NOTES FOR ALL TCP DRAWINGS: Cast iron tamperproof & watertight number designation Machine to true f,= 11/2' -- --, SPEED(mph) W-Lane or Shoulder Width being closed or shifted ( ) o o o Temp.Plastic Drums * bearingall around /i �� * t p W 51 o W=12 W=14 W=16 • Abrupt edges may be created by paving,operations,excavations • Signs and other Traffic Control Devices CD See TCD Spacing Table (Frames available in standard or suburban pattern) j- I I�� j, -0- openings ,--t- 9 ) P g � or other roadway work. Use abrupt edge signing for longitudinal shown are the minimum required. for max.spacing. 25 105 125 145 165 75 q O abrupt es of 1 inch or reater. • ° � � 30 150 180 210 240 100 P g g • Place a barricade a rox.20'ahead of all 28°Tubular Markers = q f1/ i _I 1 _ 1 r �` " A g r r �O O\ \ B 35 205 245 285 325 125 • If the excavation is located on left side of traffic,replace the sequential arrow boards. See TCD Spacing Table /e°preformed 23" m f� - o-o t it * 1 i t t 40 265 320 375 430 150 8'B 111 R barricades with 8'B III L barricades and replace the for max.spacing. mastic sealant tl Ib 0 1, ,1 0 I I f 0 0 ( ) ( ) P I L T 45 450 540 630 720 180 27° 3 1, 91 T � -{ "RIGHT"(CW21-8C)riders with"LEFT'(CW21-8A)riders. • Arrows shown in roadway are directional arrows " - - O O /I 50 500 600 700 800 210 to indicate traffic movements. 25 "lil 24/4' t� ° ° q t t I i � UNDER TRAFFIC 55 550 660 770 880 250 • Continue signingand other traffic control devices �-23 -� �� " 11 o I 1 �� O O i 60 600 720 840 960 285 throughout excavation area at spacings shown. • All signs are 48"x 48",type"04'flourescent UNDER CONSTRUCTION SECTION C-C 1 N �a w� orange,unless otherwise shown. M /2 "�I ,a- �' \ �O O, i 65 650 780 910 1000 325 • If roll-up signs are used,attach the correct CW21-9 9 T _ `==I_=i 70 700 840 980 1000 365 p g ( ) f , " �� i plaques to the sign face using hook and loo fasteners. • Low speed highways have apre-construction posted speed of 40 mph or less. - 1/2 min. ,� FREEWAYS P q g 9 P Place roll-up signs in advance of barricades. CW21-9 High speed highways have a pre construction posted speed of>40 mph. � \ 3 max. 3/4 55 1000 1000 1000 1000 250 P g Plaques o I�- 241/2' �I C C NOTE' 60 1000 1000 1000 1000 285 • Do not locate sign supports in locations designated for bicycle or pedestrian traffic. Coat outside of frame with asphalt, For use with Standard Manhole Frame 65 1000 1000 1000 1000 325 SFr Q 303/4" L ABRUPT 32x11 � -E- where frame is to be placed in cone. (See general note 7) 70 1000 1000 1000 1000 365 ABRUPT OR EDGE pvmt.,conc.gutter,or walk. NOTES: EDGE CENTER CAST IRON SUBURBAN FRAME 32x11 12 PLAN PLAN • For Lane closures where W < 10',use°L°value for W=10'. For use on local streets only,as Specified • For Shoulder closures where W < 10',use"L"value for W=10'or calculate'L'using CW21-8A LEFT RIGHT CW21-8C (As needed) RIGHT MANHOLE COVER & FRAME MANHOLE GRATE formula,for Speeds >_45:L=WS,Speeds <45:L=S21N/60,s=speed,w=width 36x18 (Roll-up sign) 32,111 SUBURBAN MANHOLE COVER & FRAME MANHOLE ADJUSTMENT RING TRAFFIC CONTROL DEVICES CD SPACING TABLE (As noted) (As needed) To be accompanied by Drg.Nos.TM820&TM821 z (T (Mount on TSS) PR�FF S o W For use with Standard Manhole Frame CALL.BOOK NO. _-N/A_------ BASELINE REPORT DATE __ 14-JUL-2014-_____ 1 Sign Spacing(ft) Max.Channelizing CALL.BOOK NO. ___ TMoB-01 01-IAN-2016 S SPEED(mph) --- BASELINE REPORT DATE.--------------- / 0 2 A g C Device Spacing(ft) G I N z NOTE: All material and workmanship shall be In accordance with Abrupt edge NOTE: All material and workmanship shall be In accordance withlf,� EFiQ Q GENERAL NOTES FOR ALL DETAILS: the current Oregon Standard Specifications -- -------- - ----- the current Oregon Standard Specifications 20-30 100 100 100 20 #18309PE OREGON STANDARD DRAWINGS 35-40 350 350 350 20 OREGON STANDARD DRAWINGS - �� � � 0 0 1. Tamperproof covers regd.on sanitary or storm drain manhole where located 5. See Std.Drg.RD360 for manhole frame adjustment. The selection and use of this The selection and use of this in pedestrian ways or easement areas. Covers for sanitary manholes shall have Standard Drawing,while designed 45-55 500 500 500 40 - - g,while designed Standard Drawing,E 2 holes maximum. 6. See ODOT's QPL for alternate manhole adjustment rings. OREGON co in accordance with generally 6'B(!II)R 8'B(!I!)R in accordance with generally TABLES,ABRUPT EDGE AND v 9 z accepted engineering principles MANHOLE COVERS AND FRAMES 60-70 700 700 700 40 accepted engineering principles PCMS DETAILS 2. Watertight covers required if located where cover may be submerged(no holes). 7. Manhole grate allowed only in locations not subject to bicycle or pedestrian use. , , , o and practices,is the sole respon- Freeway 1000 1500 2640 40 /4 mi. /4 mi. /a mi. and practices,is the sole respon- qM M 3. Covers and frames shall be stamped with manufacturer's initials,heat number and 8. See ODOT s QPL for alternate bolt-down products. sibil" of the user and should not sibili of the user and should not W 2015 00 NOTES: t1/ 2015 point of origin. z � be used without consulting a DATE REVISION DESCRIPTION � • Place traffic control devices on 10 ft.spacing for intersection and access radii. be used without consulting a DATE REVISION DESCRIPTION RENEWS: �3l/((� 5 4. See Std.Drg.RD337 for manhole safety ladder. Registered Professional Engineer. • When necessary,sign spacing may be adjusted to fit site conditions. Registered Professional Engineer. 01-01-2016 REVISED DRAWING AND NOTES Limit spacing adjustments to 20%of the"A"dimension for speeds <45 mph. 07-01-2015 REVISED DRAWING AND NOTES N Limit spacing adjustments to 10%of the"A"dimension for speeds >_45 mph. TYPICAL ABRUPT EDGE DELINEATION o1-01-2016 REVISED DRAWING ANDNOTES o¢ BID SET Effective Date: June 1, 2016 - November 30, 2016 RD356 Effective Date: June 1, 2016 - November 30, 2016 TM800 a Revisions and Addendums SHEET ENGINEERING DEPARTMENT CANTERBURY LANE STORM C10 Description Date No. By V PUBLIC WORKS DEPARTMENT 5000 Meadows Road,Suite 345 5 Lake Oswego,OR 97035 13125 S.W. HALL BLVD. 10 TIGARD, OREGON 97223 SEWER LINE UPGRADE of a A 503.597.3222)f.503.5975.7655 Civil I Structural I Planning I Survey VOICE- 503-639-4171 10 v An Engineering Seltices Company paceengrs.com FAX. 503-624-0752 SW CANTERBURY LANE s g WWW.nCARD-OR.GOV FILE DESIGN: WP DRAWN: MA CHECK: rJS I PROD. NO: 16819.00 BID ON: MISCELLANEOUS DETAILS 94033