Loading...
Braun Construction & Design LLC ~ CP17002 CITY OF TIGARD,OREGON-CONTRACT SUMMARY FORM (THIS FORM MUST ACCOMPANY EVERY CONTRACT �� Contract Title: Greenfield&Ridgefield WQ Facility Repair Number Contractor: Braun Construction&Design,LLC Contract Total: $193,575 Contract Overview: Braun Construction&Design was the qualified low bidder and will be completing the water quality facility repairs for the Greenfield Drive (CIP 94025) and Ridgefield Lane (CIP 94034) facilities. Initial Risk Level: ❑ Extreme ❑ High ® Moderate ❑ Low Risk Reduction Steps: Risk Comments: Risk Signature: Contract Manager: Andrew Newbury Ext: 2472 Department: PW/Engineering Type: ❑ Purchase Agreement ❑ Personal Service ❑ General Service ® Public Improvement ❑ IGA ❑ Other: Start Date: September 26; 2016 End Date: November 25,2016 Quotes/Bids/Proposal: FIRM AMOUNT/SCORE Braun Construction& Design,LLC $193,575 Pacific Excavation 228,000 Account String: Fund-Division-Account Work Order—Activit;Type Amount FY 16-17 510-8000-56005 94025-130 $134,325 FY 16-17 510-8000-56005 94034-130 $59,250 Approvals - LCRB Date: September 13,2016 Department Comments: Department Signature: 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. T City of Tigard 13125 SW Hall Blvd Tigard,Oregon 97223 Phone: (503)639-4171 Fax: (503) 684-2797 CONTRACT DOCUMENTS for the construction of Greenfield Drive and Ridgefield Lane Water Quality Facility Repairs Project No.: CIP 2016 —94025 & 94034 Approved by: Lori Faha,P.E.,City Engineer Bid Proposals Due & Bids Open: Tuesday,August 2,2016-2:00 pm J Version: July 11,2016 CITY OF TIGARD, OREGON Greenfield Drive and Ridgefield Lane Water Quality Facility Repairs DATE DUE: Tuesday,August 2,2016 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,Tuesday,August 2,2016 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: andrewnnaxiQard-or.gyov Email: josel?h@tigard-or.eov SUBMIT BIDS TO: Joe Barrett, Sr. Management Analyst City of Tigard—Utility Billing Counter 13125 SW Hall Blvd Tigard, Oregon 97223 21Page r CITY OF TIGARD ADVERTISEMENT FOR BIDS GREENFIELD DRIVE AND RIDGEFIELD LANE WATER QUALITY FACILITY REPAIRS 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, Tuesday, August 2, 2016 for the Greenfield Drive and Ridgefield Lane Water Quality Facility Repairs 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 control,erosion control,clearing and grubbing for existing water quality facilities. 2. Installation of new storm line,manhole(Greenfield only),ditch inlet(Ridgefield only),outfall facilities. 3. Re-grading of existing swales. 4. Swale re-construction. 5. Retaining wall repair (Ridgefield only). 6. Installation of landscaping and temporary irrigation. 7. 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,Tuesday,August 2,2016. 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.tiggrd-or.gov/business/bids.phi2. 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: Dail)Joumal of Commerce Published: The Oregonian Date: July 18,2016 Date: July 18,2016 31Page Y 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 14 ------------------------------------------------------------------ BID BOOKLET AttachmentA Proposal----- ......-----..........................................................................................19 Attachment B Acknowledgement of Addenda___________________________________________________________________ _ 32 Attachment C Bid Certifications 33 Attachment D First Tier Subcontract Disclosure Form34 Attachment E Bid Bond Form_______________________________________ ________..._____ 35 CONTRACT BOOKLET Attachment F Public Improvement Contract_______________________________________________________________________ 36 Attachment G Performance Bond Form_______ _________ ________• ._______- .____.__ ......... _..__________. 50 Attachment H Payment Bond Form............................................................. Attachment I Supplementary General Conditions_______________________________________________________________ 54 Attachment J Special Provisions-------------------------------------------------------------------- -------- -------- -------- •------------------------- ---- ---------------56 Attachment K Oregon BOLI Prevailing Wage Rate_____________________________________________________ DRAWINGS Greenfield Drive Water Quality Facility Repair Ridgefield Lane Water Quality Facility Repair 41Page r 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.tigard-or.gov/business/bids.12hl2 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.dgggd-or.gov/business/bids.php 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. (The 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 51Page 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 Greenfield Drive and Ridgefield Lane Water Quality Facility Repairs 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. 6 1 P a g e 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 furnish the items specified in the Contract. Substitution after Award is specified in 00180.31(b),00180.31(c),and 00180.31(d). 00120.17 Use of City-Owned Land for Staging or Storage Areas-The Contractor may use Agency-owned property for staging or storage areas,subject to the following limitations: (a) Within Normal Right-of-Way Limits - If approved by the Engineer, the Contractor may use available property within the normal Right-of-Way limits for the purpose of constructing improvements under the Contract,as long as such use does not unduly impede other legitimate users of the Right-of-Way or adjacent properties. Where the City owns, or has tights 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. 7 1 P a g e (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. It is mutually agreed to by all parties that: • The written report(s) are reference documents and not part of the Contract Documents. • The subsurface investigations made by the City are for the purpose of obtaining data for planning and design of the Project. • The data concerning borings is intended to represent with reasonable accuracy conditions and materials found in specific borings at the time the borings were made. 0012030 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 81Pag,e � 1 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 • 00130.80,Restrictions on Commencement of Work • 00150.55,Coordination of Work • 00150.75,Protection and Maintenance of Work • 00160.20(a),Buy America • 00160.20(b),Buy Oregon • 00170.07,Record Requirements • 00180.20,Subcontracting Limitations • 00180.21,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 9 1 P a g e 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 perfomiing. 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. 101Page 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- Greenfield Drive and Ridgefield Lane Water Quality Facility Repairs 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 111Page 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(0, 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. 121Page 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. 131Page (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 forth 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. (e) After opening and reading Bids, the Agency will check them for correct extensions of unit prices and totals. (see 00120.65) The total of extensions,corrected where necessary,will be used by the Agency for Award purposes. (d) Bids will be considered and a Contract awarded,if at all,within 60 Calendar Days from the date of Bid Opening,unless an extension beyond that time is agreed to by both parties and acknowledged in writing by the Bidder. 00130.10 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. 141Pagc Notice of Award and Contract booklets ready for execution will be sent within 30 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 frill Contract Amount. The bond is to secure the performance by the Contractor of correction work on any coating system defects that the 151Page 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 Attorney-in-Fact shall be attached to the bond in the Contract booklet,which shall include bond numbers,and the Surety's original seal shall be affixed to the power of attorney. A copy of 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" form bound in the Contract booklet. (d) Registration Requirements: (1) ORS 701.055 and ORS 671.530 require that Bidders be registered with the Oregon Construction Contractors Board or licensed by the State Landscape Contractors Board prior to submission of a Bid on a Project not involving federal funds. Registration with the Construction Contractors Board or licensing by the State Landscape Contractors Board is not a prerequisite to bidding on Federal-Aid Projects; however, the Agency will not execute a Contract until the Contractor is so registered or licensed. (2) Bidders must be registered with the Corporation Division, Oregon Secretary of State,if bidding as a corporation, 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. (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. 161Page (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.g . (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. (c) Contract-After the award, the Contractor and the City will enter into a public improvement contract incorporating the terms and conditions of the Public Improvement Contract and the bid response. Vendors taking exception to any of the contract terms shall submit a protest or request for change in accordance with Section 00120.15(6) "Protest of Specifications or Terms" or their exceptions will be deemed waived. 171Page 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. 181Page a ATTACHMENT A . PROPOSAL CITY OF TIGARD • Greenfield Drive and Ridgefield Lane Water Quality Facility Repairs 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: Greenfield Drive and Ridgefield Lane Water Quality Facility Repairs Bid Due Date: Tuesday,August 2, 2016 j� Name of Submitting Firm: Y � a✓LS fYiA,�U1'1 -AttSl' 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 C-)9- ; or A partnership registered under the laws of the State of ;or A corporation organized under the laws of the State of ;or _2L- 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: and 0/100 Dollars 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(10%) of the total amount of the Basic Bid. 191Page BID SCHEDULE GREENFIELD DRIVE WATER QUALITY FACILITY REPAIR Item No Description Quantity Unit Unit Price Item Total GENERAL 1 Mobilization 1 LUMP SUM $ — $ 150ck) 2 Erosion Control and Cleanup 1 LUMP SUM $ J�%C $ 25 Ln 3 Temporary Work Zone Traffic Control 1 LUMP SUM $ $ �-- 4 Construction Survey Work 1 LUMP SUM $ ? – $ 3 Jc — 5 Clearing and Grubbing 1 LUMP SUM $w $ l LN, Oce 6 Earthwork 1 LUMP SUM $ 5� $ GENERAL Total $ SWALE IMPROVEMENTS 7 Connection to Existing Storm 1 EACH $Io n^ $ I Goo LINEAL '- 8 12 Inch Ductile Iron 17 FOOT $ 1295 p $2–l __, 9 48 Inch Storm Manhole 1 EACH $ejcco� $ wob+ 10 6 Foot x 6 Foot Plunge Pool 2 EACH $r, �— $ iu,OCk: r 11 7.5 Foot Rock Check Dam 2 EACH $ W— $22–CO 12 6 Foot Rock Check Dam 1 EACH $ (pL-)D— $ l o ^ 13 Concrete Wall Barrier 1 LUMP SUM $1l0,OCC� $ llp CCC 14 50 Mil Geomembrane Liner 1 LUMP SUM $ $ 10 0()Q to &a,- 15 Swale Construction 1 LUMP SUM $ eiu)– $ 16 Landscaping 1 LUMP SUM $361,C1 vc $ 3� pCQ SWALE IMPROVEMENTS Total $ 17 Extra Work $ 10,000 Greenfield Drive Project Total $ q- 1✓ '1-i -fh0'U 5::)k,&d -HV` t�J l.(. Id#-m :bg-K4TtA Dollars BID TOTAL IN WORDS 201Page RIDGEFIELD DRIVE WATER QUALITY FACILITY REPAIR Item No Description Quantity Unit Unit Price Item Total GENERAL 1 Mobilization 1 LUMP SUM $ $ 2 Erosion Control and Cleanup 1 LUMP SUM $ C $ 3 Temporary Work Zone Traffic Control 1 LUMP SUM $ O $ � OL, ( O 4 Construction Survey Work 1 LUMP SUM $ 15©C $ 5 Clearing and Grubbing 1 LUMP SUM $ $ u,r 6 Earthwork 1 LUMP SUM $ r $ 7 Retaining Wall Repair 1 LUMP SUM $ $ 2C)CO— GENERAL Total $ SWALE IMPROVEMENTS 8 Connection to Existing Storm 2 EACH $ $ 9 12 Inch C900 Storm Pipe 10 LINEAL, $ $ FOOT 10 8 Inch C900 Storm Pipe 5 LINEAL $ I $ FOOT �^ '— 11 Ditch Inlet 1 EACH $3,5(p- 12 3,5 12 5 Foot x 4.33 Foot Plunge Pool 1 EACH $ '350 $ 13 Outfall Protection 2 EACH $a dob— $ 14 6 Foot Rock Check Dam 1 EACH —$Jay)- 15 Swale Construction 1 LUMP SUM $,3 $ 3'Fzw 16 Landscaping 1 LUMP SUM $���C $ cyu SWALE IMPROVEMENTS Total $ 17 Extra Work $ 5,000 Ridgefield Lane Project Total $ 5G} 2-1E3C> Dollars BID TOTAL IN WORDS Greenfield Drive and Ridgefield Lane Project Total $ 1616.75 t Or -�h Y' 2 rl d -- llars BID TOTAL IN WO FOR BOTH GREENFIELb DRIVE AND RIDGEFIELWLANE 21 111 , e 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 AhC.Vtov- 1 oSILYQ_--NCe 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 J,HAS ❑ HAS NOT (check applicable status) paid unemployment or income taxes in Oregon within the past 12 months and KHAS ❑ HAS NOT (check applicable status) a business address in Oregon. The Undersigned K HAS ❑ HAS NOT (check applicable status) complied with any Affirmative Action Requirements included within the procurement documents. The Undersigned agrees, if awarded a contract, to comply with the provisions of ORS 279C.800 through 279C.870 pertaining to the payment of the prevailing rates of wage. The [nJersigned's CCB registration number is I U -7 4with an expiration date of a O t . 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 $30,000 with the Construction Contractors Board as required under Oregon PWR law. The successful Bidder hereby certifies that all subcontractors who will perform construction work as described in ORS 701.005(2)were registered with the Construction Contractors Board in accordance with ORS 701.035 to 701.055 at the time the subcontractor(s) made a bid to work under the contract. 221Page The successful Bidder hereby certifies that,in accordance with the Worker's Compensation Law of the State of Oregon, its Worker's Compensation Insurance provider is S01-i F U KP , Policy No. A-41$Q I i-it ID 0 ,and that Undersigned shall submit Certificates of Insurance as required. Name of Company: +75ir&4-A-� CCA,sb� J)n Company Address: LV 6 CL%<, -RU �C rll�St:�l V�i(X- , L 9 707 O Federal Tax ID: A W W Telephone: ��_TlD 3 Rt LB 10 Fax: (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. Authorized Signature: �J Printed Name &Title: CUL4, QQmbicy, Date: / 2- [ 1 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. 231Page 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. BID ITEM DESCRIPTIONS (GREENFIELD DRIVE) Following are the measurement and payment descriptions for the various bid items included in the Greenfield Drive portion of the project. Descriptions reference and/or modify sections of the 2015 Oregon Standard Specifications for Construction where applicable. BID ITEM NO. I MOBILIZATION Measurement shall be on a lump sum (LS) 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 10%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. 241Page BID ITEM NO. 2 EROSION CONTROL AND CLEANUP Measurement shall be on a lump sum (LS) basis per Section 00280.80 of the Standard Specifications. Payment shall be on a lump sum basis including all labor, equipment,materials,and all other miscellaneous incidentals and work necessary to install and maintain all erosion control measures required including,but not limited to,those shown on the Plans,maintain the project site daily,daily street sweeping of work area if sediment is tracked onto paved surfaces,and application of dust control measures as required,inlet protection and sediment fence installation and maintenance. Work also includes weekly cleanup and disposal of construction debris and waste materials,weekly cleanup of the debris captured by sediment controls,replacement during the project when necessary or directed,and removal of all erosion control items at the completion of the project. BID ITEM NO.3 TEMPORARY WORK ZONE TRAFFIC CONTROL Measurement shall be on a lump sum (LS) basis. Payment shall be per Section 00225.90(b) of the Standard Specifications,including all labor,equipment, materials and all other miscellaneous incidentals and work necessary for installing,maintaining,and removing all necessary traffic control measures. Specific requirements include a pedestrian routing control Plans acceptable to the City of Tigard,construction signage,pedestrian access signage,and setup and removal of signage as many times as is required by construction sequencing.Necessary traffic control measures include,but are not limited to,temporary signage. BID ITEM NO. 4 CONSTRUCTION SURVEY WORK Measurement shall be on a lump sum (IS) basis. Payment shall be on a lump sum basis including all labor, equipment,materials and other incidentals and work necessary for a construction survey staking as needed for contractor to construct project according to the Plans. BID ITEM NO. 5 CLEARING& GRUBBING Measurement shall be on a lump sum (LS) basis. Incorporate Section 00320—Clearing and Grubbing from the 2015 Standard Specifications for Constructions for this project as a special specification,as modified herein: It is the intent of the City that impacts to existing vegetation be minimized to the extent possible in areas outside of the work area foot print. Removal of shrubs, trees, and other landscaping that are outside of the footprint of the work areas shall be replaced by the Contractor at his expense. Payment shall be on a lump sum basis including all labor, equipment,materials,and all other miscellaneous incidentals and work necessary to remove and dispose of vegetation,roots,plants,and strippings within geomembrane limits,graded area, storm line construction and landscaping. Existing topsoil that is stripped from the site can be re-used within the project that is free from vegetation. 251Page BID ITEM NO. 6 EARTHWORK Measurement shall be on a lump sum (LS) basis. Payment shall be on a lump sum basis including all labor, equipment,materials and other incidentals and work necessary for all excavation (excluding trench),haul off,embankment, subgrade compaction underneath geomembrane,and fine grading to construct project according to the Plans. BID ITEM NO. 7 CONNECTION TO EXISTING STORM Measurement shall be on a per each (EA) basis. Payment shall include all labor,equipment,materials,fittings and all other miscellaneous incidentals and work necessary for connecting to the existing 12-inch ductile iron storm line as shown on the Plans. BID ITEM NO. 8 12-INCH DUCTILE IRON STORM PIPE Measurement shall be on a linear 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 12-inch ductile iron storm drainage pipe. Work shall include trench excavation, shoring,dewatering,and installation of pipe bedding and backfill material, tracer wire, compaction,and compaction testing. BID ITEM NO.9 48 INCH FLAT TOP STORM MANHOLE Measurement shall be on an each (EA) basis. Payment shall be on an each basis including all labor,equipment,material,and all other miscellaneous incidentals and work necessary to install a 48-inch flat top manhole as specified and shown on the Plans. The unit price also includes excavation not included in the pipe trench excavations,pipe connections and compacted aggregate base material under the manhole. BID ITEM NO. 10 6-FOOT BY 5-FOOT PLUNGE POOL Measurement shall be on an each (EA) basis. Payment shall be on an each basis including all labor,equipment,material,and all other miscellaneous incidentals and work necessary to install the 6-foot by 5-foot as specified and shown on the Plans except for 50-mil geomembrane. Geomembrane will be covered in Bid Item No. 14. BID ITEM NO. 11 7.5-FOOT ROCK CHECK DAM Measurement shall be on an each (EA) basis. Payment shall be on an each basis including all labor,equipment,material, and all other miscellaneous incidentals and work necessary to install a 7.5-foot rock check dam specified and shown on the Plans. The unit price also includes soil compaction underneath spreader. 261Page BID ITEM NO. 12 6-FOOT ROCK CHECK DAM Measurement shall be on an each (EA) basis. Payment shall be on an each basis including all labor,equipment,material,and all other miscellaneous incidentals and work necessary to install a 6-foot rock check dam specified and shown on the Plans. The unit price also includes soil compaction underneath spreader. BID ITEM NO. 13 CONCRETE WALL BARRIER Measurement shall be on a lump sum (LS) basis. Payment shall be for all labor, equipment,materials,and all other miscellaneous incidentals and work necessary to place the concrete barrier wall measuring approximately 147 feet long, 5 feet deep and 12 inches wide. Work shall include trench excavation and hauloff. BID ITEM NO. 14 50 MIL IMPERMEABLE LINER Measurement shall be on a Lump Sum (LS) basis. Payment shall include all labor,equipment, seaming and materials and all other miscellaneous incidentals necessary to place 50 mil HDPE geomembrane within swale areas and extending a minimum 15 inches above swale bottom. Estimated total area of geomembrane is 2,600 sq. ft.in place. BID ITEM NO. 15 SWALE CONSTRUCTION Measurement shall be on a Lump Sum (LS) basis. Payment shall include all labor,equipment, and materials and all other miscellaneous incidentals to,prepare grade, furnish and place growing medium, soil amendments,placement of 2"-3/4"river rock within treatment area,and jute/coconut fiber matting within Swale treatment and freeboard area that extends 15 inches above swale bottom as shown in water quality swale detail and sections within the Plans. Planting within swale will be covered in bid item 16. BID ITEM NO. 16 LANDSCAPING Measurement shall be on a Lump Sum(LS) basis. Payment shall include all labor,equipment, and materials and all other miscellaneous incidentals necessary to excavate and dispose of existing material as required,prepare subgrade, furnish and place growing medium outside of swale area,soil amendments,mulch, trees, shrubs,herbaceous plants within water quality swale treatment area and ground cover as identified in the Plans and placement of temporary irrigation. Fertilizer, Pre-emergent herbicide,water,anti-desiccant,tree accessories are examples of incidentals and are considered part of the work. Existing topsoil that is stripped from the site can be re-used within the project that is free from vegetation. 271Pag.e BID ITEM NO. 16 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. 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. BID ITEM DESCRIPTIONS (RIDGEFIELD LANE) Following are the measurement and payment descriptions for the various bid items included in the Ridgefield Lane portion of the project. Descriptions reference and/or modify sections of the 2015 Oregon Standard Specifications for Construction where applicable. GENERAL BID ITEM NO.1 MOBILIZATION Measurement shall be on a lump sum (LS) 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 10%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 EROSION CONTROL AND CLEANUP Measurement shall be on a lump sum (LS) basis per Section 00280.80 of the Standard Specifications. Payment shall be on a lump sum basis including all labor,equipment,materials,and all other miscellaneous incidentals and work necessary to install and maintain all erosion control measures required including,but not limited to, those shown on the Plans,maintain the project site daily,daily street sweeping of work area if sediment is tracked onto paved surfaces,and application of dust control measures as required,inlet protection and sediment fence installation and maintenance. Work also includes weekly cleanup and disposal of construction debris and waste materials,weekly cleanup of the debris captured by sediment 281Page controls,replacement during the project when necessary or directed,and removal of all erosion control items at the completion of the project. BID ITEM NO. 3 TEMPORARY WORK ZONE TRAFFIC CONTROL Measurement shall be on a lump sum (LS) basis. Payment shall be per Section 00225.90(b) of the Standard Specifications,including all labor,equipment, materials and all other miscellaneous incidentals and work necessary for installing,maintaining,and removing all necessary traffic control measures. Specific requirements include a pedestrian routing control Plans acceptable to the City of Tigard,construction signage,pedestrian access signage,and setup and removal of signage as many times as is required by construction sequencing. Necessary traffic control measures include,but are not limited to,temporary signage. BID ITEM NO.4 CONSTRUCTION SURVEY WORK Measurement shall be on a lump sum (LS) basis. Payment shall be on a lump sum basis including all labor, equipment,materials and other incidentals and work necessary for a construction survey staking as needed for contractor to construct project according to the Plans. BID ITEM NO. 5 CLEARING & GRUBBING Measurement shall be on a lump sum (LS) basis. Incorporate Section 00320—Clearing and Grubbing from the 2015 Standard Specifications for Constructions for this project as a special specification,as modified herein: It is the intent of the City that impacts to existing vegetation be minimized to the extent possible in areas outside of the work area foot print. Removal of shrubs, trees, and other landscaping that are outside of the footprint of the work areas shall be replaced by the Contractor at his expense. Payment shall be on a lump sum basis including all labor, equipment,materials,and all other miscellaneous incidentals and work necessary to remove and dispose of vegetation,roots,plants,and strippings within geomembrane limits,graded area,storm line construction and landscaping. Existing topsoil that is stripped from the site can be re-used within the project that is free from vegetation. BID ITEM NO. 6 EARTHWORK Measurement shall be on a lump sum (LS) basis. Payment shall be on a lump sum basis including all labor, equipment,materials and other incidentals and work necessary for all excavation (excluding trench),haul off, embankment, and fine grading to construct project according to the Plans. BID ITEM NO. 7 RETAINING WALL REPAIR Measurement shall be on a lump sum (LS) basis. 291Page Y Payment shall include all labor,equipment,materials,backfill and all other miscellaneous incidentals and work necessary for repair the existing retaining wall as shown on the Plans. Contractor to re-use existing retaining wall blocks.Bid item includes backfill work underneath existing wall as shown on the Plans. BID ITEM NO. 8 CONNECTION TO EXISTING STORM Measurement shall be on a per each (EA) basis. Payment shall include all labor,equipment,materials,fittings and all other miscellaneous incidentals and work necessary for connecting to the existing storm lines as shown on the Plans. BID ITEM NO. 9 12-INCH C900 STORM PIPE Measurement shall be on a linear 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 12-inch C900 storm drainage pipe. Work shall include trench excavation, shoring, dewatering,and installation of pipe bedding and backfill material,tracer wire, compaction,and compaction testing. BID ITEM NO. 10 8-INCH C900 STORM PIPE Measurement shall be on a linear 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 8-inch C900 storm drainage pipe. BID ITEM NO. 11 DITCH INLET Measurement shall be on an each (EA) basis. Payment shall be on an each basis including all labor,equipment,material,and all other miscellaneous incidentals and work necessary to install ditch inlet as specified and shown on the Plans. The unit price also includes excavation not included in the pipe trench excavations,pipe connections and compacted aggregate base material under the ditch inlet. BID ITEM NO. 12 5-FOOT BY 5-FOOT PLUNGE POOL Measurement shall be on an each (EA) basis. Payment shall be on an each basis including all labor,equipment,material,and all other miscellaneous incidentals and work necessary to install the 5-foot by 5-foot as specified and shown on the Plans including geomembrane. BID ITEM NO. 13 OUTFALL PROTECTION Measurement shall be on an each (EA) basis. 301Page Payment shall be on an each basis including all labor,equipment,material,and all other miscellaneous incidentals and work necessary to install the river rock outfall protection pads as specified and shown on the Plans including geomembrane. BID ITEM NO. 14 6-FOOT ROCK CHECK DAM Measurement shall be on an each (EA) basis. Payment shall be on an each basis including all labor,equipment,material,and all other miscellaneous incidentals and work necessary to install a 6-foot rock check dam specified and shown on the Plans. The unit price also includes soil compaction underneath spreader. BID ITEM NO. 15 SWALE CONSTRUCTION Measurement shall be on a Lump Sum (LS) basis. Payment shall include all labor,equipment,and materials and all other miscellaneous incidentals to,prepare grade, furnish and place growing medium, soil amendments,placement of 2"-3/4"river rock within treatment area,and jute/coconut fiber matting within swale treatment area as shown in water quality swale detail and sections within the Plans. Planting within swale will be covered in bid item 16. BID ITEM NO. 16 LANDSCAPING Measurement shall be on a Lump Sum (LS) basis. Payment shall include all labor,equipment,and materials and all other miscellaneous incidentals necessary to excavate and dispose of existing material as required,prepare subgrade, furnish and place growing medium outside of swale area,soil amendments,mulch,trees, shrubs, herbaceous plants within water quality swale treatment area and ground cover as identified in the Plans and placement of temporary irrigation. Fertilizer, Pre-emergent herbicide,water, anti-desiccant,tree accessories are examples of incidentals and are considered part of the work. BID ITEM NO. 17 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. 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. 31 IP ATTACHMENT B ACKNOWLEDGMENT OF ADDENDA CITY OF TIGARD GREENFIELD DRIVE AND RIDGEFIELD LANE WATER QUALITY FACILITY REPAIRS I/WE HAVE RECEIVED THE FOLLOWING ADDENDA: none received, write `None Received" _P -0 C eA i�� 3. 2. 4. Date Signature o roposer ,rtiW ew be.r Title Corporate Name 32111 ATTACHMENT C BID CERTIFICATIONS CITY OF TIGARD GREENFIELD DRIVE AND RIDGEFIELD LANE WATER QUALITY FACILITY REPAIRS 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: Firm Name: �y���a Irl �1�✓1 YL�C � La/1 '� !�1VL l-- J Address: 245 SV 6aL : � O< C170-7C Officer's signature: Type or print officer's name: �,�e�,l.l e ✓aW1 331Pa � e ATTACHMENT D FIRST TIER SUBCONTRACTOR DISCLOSURE FORM CITY OF TIGARD GREENFIELD DRIVE AND RIDGEFIELD LANE WATER QUALITY FACILITY REPAIRS BID #: CIP 2016-94025-94034 CLOSING: Date: Tuesday,August 2,2016 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 i 1) OSI) $ 2) Ylir"j NT.,j L-0-o6 $ IV 2 �il.iWV (r 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. /e, Form submitted by (bidder name): �- Contact name: okt�'- -Pr &Uy-) Phone#: J U 3—(j lU o f� 341Page ATTACHMENT E BID BOND CITY OF TIGARD GREENFIELD DRIVE AND RIDGEFIELD LAME WATER QUALITY FACILITY REPAIRS W'c, Braun Construction & Design, LLC as"principal," (,Name of Principal) and Indemnity Company of California an California Corporation, (lame of Surety) authorifcd to transact Surety business in the Stare of Oregon, as "Surety," hereby jointly and scvrrauy bind ourselves,our respective heirs,cxccutors,administrators,successors,and migns to pay unto the City of Tigard ("Obhgce'� the sum of Ten Percent of the Amount Bid-- and �J100 Dollars 10% of Bid WHEREAS, the condition of the obligauon of this bond is the Principal has submitted a bid or proposal to ncc Obligee in response to Obligee's solicitation for the project idenrificd as Greenfield Drive and Ridbeticld Lane eater Quality 1261ity Repairs,which bid or proposal is made a part of this bond by reference,and Principal is required cu furnish bid security in an amount equal to tcn percent(101/6)of the total amount of the hid 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 umc specified in the said documents and delivers to Obligec its bood and sufficient Performance Bond and Payment bond required by Obligee wirhin the time fixed by Obbecc, then this obhg2rion shall be void; othrrwtisc,it shall remain in full force and effect IN WITNESS WHEREOF, we have caused this instrument to be executed and sealed by our duly authorised legal mpresentarivcs this. 2nd day of August 2016 pRINCIpAj,;Braun Construction & Design, LLC SURETy;lndemnity Company of California By. BY ATTOR_-NEY-IN FACT Signature t1. y e A Gail A. Price, Attorney-in-fact _ C&Title r Printed c Signature 1201 SW 12th Ave., #500 _ Address ^ Portland Oregon 97205 City State 'Lip 351Page POWER OF ATTORNEY FOR DEVELOPERS SURETY AND INDEMNITY COMPANY INDEMNITY COMPANY OF CALIFORNIA PO Box 19725,IRVINE,CA 92623 (949)263-3300 KNOW ALL BY THESE PRESENTS that except as expressly limited,DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA,do each hereby make,constitute and appoint: ***Brent Olson, Richard W. Kowalski, Gail A. Price,Vicki Mather, Philip O. Forker, Gloria Bruning,J. Patrick Dooney,Joel Dietzman, Christopher A. Reburn, Karen A. Pierce, Ray M.Paiement,Tami Jones,jointly or severally*** as their true and lawful Attorney(s)-in-Fact,to make,execute,deliver and acknowledge,for and on behalf of said corporations,as sureties,bonds,undertakings and contracts of suretyship giving and granting unto said Attomey(s)-in-Fact full power and authority to do and to perform every act necessary,requisite or proper to be done in connection therewith as each of said corporations could do,but reserving to each of said corporations full power of substitution and revocation,and all of the acts of said Attomey(s)-in-Fact,pursuant to these presents,are hereby ratified and confirmed. This Power of Attorney is granted and is signed by facsimile under and by authority of the following resolutions adopted by the respective Boards of Directors of DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA,effective as of January 1st,2008. RESOLVED,that a combination of any two of the Chairman of the Board,the President,Executive Vice-President,Senior Vice-President or any Vice President of the corporations be,and that each of them hereby is,authorized to execute this Power of Attorney,qualifying the attorney(s)named in the Power of Attorney to execute,on behalf of the corporations,bonds,undertakings and contracts of suretyship;and that the Secretary or any Assistant Secretary of either of the corporations be,and each of them hereby is,authorized to attest the execution of any such Power of Attorney; RESOLVED,FURTHER,that the signatures of such officers 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 shall be valid and binding upon the corporations when so affixed and in the future with respect to any bond,undertaking or contract of suretyship to which it is attached. IN WITNESS WHEREOF,DEVELOPERS SURETYAND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA have severally caused these presents to be signed by their respective officers and attested by their respective Secretary or Assistant Secretary this 18th day of April,2016. VBy: / G2 ' ��V AWo!Na o�tPANYO Daniel Young,Senior Vice-President ��yJ(>���ooCOR9rc UOPQD&q��09! T. f 0epi ? ocT.5 O '0J 1 9 3 6 1 W 1967 XF Mark Lansdon,Vice-President \ p * trr=oP A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached,and not the truthfulness,accuracy,or validity of that document. State of California County of Orange On April 18,2016 before me, Lucille Raymond,Notary Public Date Here Insert Name and Title of the Officer personally appeared Daniel Young and Mark Lansdon Names)of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s)whose name(s)is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies),and that by his/her/their signature(s)on the instrument the person(s),or the entity upon behalf of LUCILLE RAYMOND which the person(s)acted,executed the instrument. _ Commission#2081945 I% Notary Public-California I certify under PENALTY OF PERJURY under the laws of the State of Califomia that the foregoing paragraph is Z Orange County true and correct. M Comm.Mires Oct 13,2018 WITNESS my hand and official seal. Place Notary Seal Above Signature Lucill y ond,Notary Public CERTIFICATE The undersigned,as Secretary or Assistant Secretary of DEVELOPERS SURETY AND INDEMNITY COMPANY or INDEMNITY COMPANY OF CALIFORNIA,does hereby certify that the foregoing Power of Attorney remains in full force and has not been revoked and,furthermore,that the provisions of the resolutions of the respective Boards of Directors of said corporations set forth in the Power of Attorney are in force as of the date of this Certificate. This Certificate is executed in the City of Irvine,California,this a/�!� day of CW NYOF J �o ��p PO O NG'i A t OCT. }n t Cassie J. nisford,Assistant Secotary O> 1936 o a ID-1380(Rev.04/16) z ATTACHMENT F PUBLIC IMPROVEMENT CONTRACT—PWR COVERED PROJECT CITY OF TIGARD GREENFIELD DRIVE AND RIDGEFIELD LANE WATER QUALITY FACILITY REPAIRS THIS CONTRACT, made and entered into this 14" day of September, 2016, by and between the City of Tigard, a municipal corporation of the State of Oregon, hereinafter called "City" and Braun Construction & Design LLC 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: A. Mobilization, traffic control, erosion control, clearing and grubbing for existing water quality facilities. B. Installation of new storm line, manhole (Greenfield only), ditch inlet (Ridgefield only), outfall facilities. C. Re-grading of existing swales. D. Swale re-construction. E. Retaining wall repair (Ridgefield only). F. Installation of landscaping and temporary irrigation. G. 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-or.gov. 6. Contractor's Representative For purpose hereof,the Contractor's authorized representative will be Jeanie Braun. 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 One Hundred Ninety Three Five Hundred Seventy-Five and No/100 Dollars ($193,575.00) 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 parry) 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 parry) as a result of said finding. B. The undersigned Contractor hereby represents that no employee of the City,or any parmership 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. Drag Testing Program ORS 279C.505 requires that all public improvement contracts contain a provision requiring contractors to demonstrate that an employee drug-testing program is in place. The Contractor demonstrates that a drug-testing program is in place by signing of the contact. The drug testing program will apply to all employees and will be maintained for the duration of the Contract awarded. Failure to maintain a program shall constitute a material breach of contract. 13. Contractor's Employee Medical Payments Contractor agrees to pay promptly as due, to any person, co-partnership, association or corporation furnishing medical,surgical,and hospital care or other needed care and attention incident to sickness or injury to the Contractor's employees,all sums which the Contractor agreed to pay for such services and all money and sums which the Contractor collected or deducted from employee wages pursuant to any law,contract or agreement for providing or paying for such service as referenced in ORS 279C.530. 14. Early Termination A. This agreement may be terminated without cause prior to the expiration of the agreed upon term by mutual written consent of the parties and for the following reasons: 1) If work under the Contract is suspended by an order of a public agency for any reason considered to be in the public interest other than by a labor dispute or by reason of any third party judicial proceeding relating to the work other than a suit or action filed in regard to a labor dispute;or 2) If the circumstances or conditions are such that it is impracticable within a reasonable time to proceed with a substantial portion of 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. Termination under any provision of this paragraph shall not affect any right, obligation, or liability of Contractor or City which accrued prior to such termination. 15. Cancellation with Cause A. City may terminate this Agreement effective upon delivery of written notice to Contractor, or at such later date as may be established by City,under any of the following conditions: 1) If City funding from federal,state,local,or other sources is not obtained and continued at levels sufficient to allow for the purchase of the indicated quantity of services. This Agreement may be modified to accommodate a reduction in funds, 2) If Federal or State regulations or guidelines are modified,changed, or interpreted in such a way that the services are no longer allowable or appropriate for purchase under this Agreement, 3) If any license or certificate required by law or regulation to be held by Contractor, its subcontractors,agents,and employees to provide the services required by this Agreement is for any reason denied,revoked,or not renewed,or 4) If Contractor becomes insolvent,if voluntary or involuntary petition in bankruptcy is filed by or against Contractor, if a receiver or trustee is appointed for Contractor, or if there is an assignment for the benefit of creditors of Contractor. Any such ternvnation of this agreement under paragraph (a) shall be without prejudice to any obligations or liabilities of either party 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 sum as the Court may adjudge reasonable attorney's fees and court costs including attorney's fees and court costs on appeal. 24. Governing Law The provisions of this Agreement shall be construed in accordance with the provisions of the laws of the State of Oregon. Any action or suits involving any questions 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 harmless 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 requited 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 contractors 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 Making Payments All notices,bills and payments shall be made in writing and may be given by personal delivery or by mail. Notices,bills and payments sent by mail should be addressed as follows: CITY OF'TIGARD BRAUN CONSTRUCTION&DESIGN LLC Attn: Andrew Newbury Attn: Jeanie Braun Address: 13125 SW Hall Blvd Address: 24805 SW Gage Rd Tigard,Oregon 97223 Wilsonville OR 97070 Phone: (503) 718-2472 Phone: 503-638-6406 Email: andrewn ci,tigard-or.aov Email: i2braun Wmsn.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. 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 parry 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: September 13,2016. CITY OF TIGARD BRAUN CONSTRUCTION&DESIGN LLC Signature Signa AM Printed Name&Title Printed Name&Title � Lilt 011' I� I I lr Date Date ATTACHMENT G PUBLIC IMPRPOVEMENT CONTRACT-PERFORMANCE BOND CITY OF TIGARD GREENFIELD DRIVE AND RIDGEFIELD LANE WATER QUALITY FACILITY REPAIRS Bond Number:759264P Project Name: Greenfield Drive and Ridgefield Lane Water Quality Facility Repairs Indemnity Company of California (Surety#1) Bond Amount No. 1: $193,575.00 (Surety#2)* Bond Amount No.2:* $ *If wring zffvltole.ruirlies Total Penal Sum of Bond: $193,575.00 We, Braun Construction & Design, LLC 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 Suin of Bond)One Hundred Ninety-Three Thousand Five Hundred Seventy-Five and no/100ths Dollars (Provided, that we the Sureties bind ourselves in such surn "jointly and severally" as well as "sevemlly" 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 stun 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 ten-ns 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 Ens 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 tune 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 teens 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 arc 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 , I 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 14th day of September 2016 PRINCIPAL: Braun Construction & Design, LLC By: Signature n /� V�da/l� Yc (JIr1 I�I0410 CA1�L� IV -tm 6u — Printed Name&Title Attest: SURETY: Indemnity Company of California (Add signatiors for each som_*if using mn/lrple bands) BY ATTORNEY-IN-FACT: (Pouvr-of-Allorney mml accompany each savoy bon4 Gail A. Price, Attorney-in-fact Name Signature 1201 SW 12th Ave., #500 Address Portland OR 97205 City State Zip 503-224-2500 503-224-9830 Phone Fax ATTACHMENT H PUBLIC IMPROVEMENT CONTRACT- PAYMENT BOND CITY OF TIGARD GREENFIELD DRIVE AND RIDGEFIELD LANE WATER QUALITY FACILITY REPAIRS Bond Number. 759264P Project Name. Greenfield Drive and Ridgefield Lane Quality Facility Repairs Indemnity Company of California (Surety#1) Bond Amount No. 1: $ 193,575.00 (Surety#2)* Bond Amount No. 2:* $ *Ij,,,,srng,,null ole surejer Total Penal Sum of Bond: $ 193,575.00 We, Braun Construction & Design, LLC 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 finely by these presents to pay unto the City of Ti rd, a municipality of the State of Oregon, the sum of (total Penal Sum of Bond) ne Hundred Ninety-Three Thousand Five Hundred Seventy-Five and no/100ths (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 came 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, arc made a part of this Payment bond by reference,whether or not attached to the contract(all hereafter called"Contract");and WHEREAS, the Ptincipal 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 OFT HIS BOND IS SUCI I 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 arc 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 hamiless the City of Tigard its officers,agents,and employees against any claim for direct of 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 retuned 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 premiuins. This bond is given and received under the authority of OILS Chapter 279C and Tigard Public Contracting Rules, the provisions of which are incorporated into this bond and made a part hereof IN WITNESS WI-IEREOF, WE HAVE CAUSED TRIS INSTRUMENT TO BE EXECUTED AND SEALED BY OUR DULY AUTHORIZED LEGAL REPRESENTA71'IVFS. Dated this 14th day of September 2016 PRINCIPAL:Braun Construction & Design, LLC By: Signature (VICLrik"N"i1r, Me Printed Namc&Title Attest SURETY: Indemnity Company of California (Acid signatunr for each ratsto if wing mvlfok bondr) BY t1TTORNEY-IN-FACT: (1-101 J-ef-AUorng vmst accompany tach aorto bon Gail A. Price, Attorney-in-fact Namc Signature 1201 SW 12th Ave., #500 Address Portland OR 97205 City State Zip 503-224-2500 503-224-9830 Phone Fax r r POWER OF ATTORNEY FOR DEVELOPERS SURETY AND INDEMNITY COMPANY INDEMNITY COMPANY OF CALIFORNIA PO Box 19725,IRVINE,CA 92623 (949)263-3300 KNOW ALL BY THESE PRESENTS that except as expressly limited,DEVELOPERS SURETYAND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA,do each hereby make,constitute and appoint ***Brent Olson, Richard W.Kowalski,Gail A.Price,Vicki Mather, Philip O.Forker,Gloria Bruning,J. Patrick Dooney,Joel Dietzman, Christopher A. Reburn, Karen A.Pierce, Ray M. Paiement,Tami Jones,jointly or severally*** as their true and lawful Attorney(s)-in-Fact,to make,execute,deliver and acknowledge,for and on behalf of said corporations,as sureties,bonds,undertakings and contracts of suretyship giving and granting unto said Attomey(s)-in-Fact full power and authority to do and to perform every act necessary,requisite or proper to be done in connection therewith as each of said corporations could do,but reserving to each of said corporations full power of substitution and revocation,and all of the acts of said Attomey(s}in-Fact,pursuant to these presents,are hereby ratified and confirmed. This Power of Attorney is granted and is signed by facsimile under and by authority of the following resolutions adopted by the respective Boards of Directors of DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA,effective as of January 1st,2008. RESOLVED,that a combination of any two of the Chairman of the Board,the President,Executive Vice-President,Senior Vice-President or any Vice President of the corporations be,and that each of them hereby is,authorized to execute this Power of Attorney,qualifying the attorney(s)named in the Power of Attorney to execute,on behalf of the corporations,bonds,undertakings and contracts of suretyship;and that the Secretary or any Assistant Secretary of either of the corporations be,and each of them hereby is,authorized to attest the execution of any such Power of Attorney; RESOLVED,FURTHER,that the signatures of such officers 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 shall be valid and binding upon the corporations when so affixed and in the future with respect to any bond,undertaking or contract of suretyship to which it is attached. IN WITNESS WHEREOF,DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA have severally caused these presents to be signed by their respective officers and attested by their respective Secretary or Assistant Secretary this 18th day of April,2016. By: c�'� D �SIAND//,,� O�PANYpo Daniel Young,Senior Vice-President yJ �o�oR9r yy a�'pPPORq� 09 Ica i�` OCT. < 2 2U OCT.5 Fo ^ 0>�1938 3 0 1967 By Mark Lansdon,Vice-President �0 *a 2���frPOR�\�a` A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached,and not the truthfulness,accuracy,or validity of that document. State of California County of Orange On April 18,2016 before me, Lucille Raymond Notary Public Date Mere Insert Name and Title of the Officer personally appeared Daniel Young and Mark Lansdon Name(s)of Signers) who proved to me on the basis of satisfactory evidence to be the person(s)whose name(s)is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies),and that by hislher/their signature(s)on the instrument the person(s),or the entity upon behalf of LUCILLERAYMOND which the person(s)acted,executed the instrument. _ Commission;�2081945 C4P Notary Public-California i I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is Z Orange County r true and correct. My Comm. ares Oct 13 2018 WITNESS my hand and official seal. Place Notary Seal Above Signature Lucill y ond,Notary Public CERTIFICATE The undersigned,as Secretary or Assistant Secretary of DEVELOPERS SURETY AND INDEMNITY COMPANY or INDEMNITY COMPANY OF CALIFORNIA,does hereby certify that the foregoing Power of Attorney remains in full force and has not been revoked and,furthermore,that the provisions of the resolutions of the respective Boards of Directors of said corporations set forth in the Power of Attorney are in force as of the date of this Certificate. This Certificate is executed in the City of Irvine,California,this � �) day of`Ao n/� ,�4��• ��V AND/No ORt,PAN),O ' Co OPPOR4�p9` OCT. B w to J'�� 19 o O Y Cassie J 01nisford,Assistant SectRary >� t g s s /� o �P QcfPoa� a ID-1380(Rev.04/16) r ATTACHMENT I SUPPLEMENTARY GENERAL CONDITIONS CITY OF TIGARD GREENFIELD DRIVE AND RIDGEFIELD LANE WATER QUALITY FACILITY REPAIRS 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. 541Page 1 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. 551Pag.e ATTACHMENT J SPECIAL PROVISIONS CITY OF TIGARD GREENFIELD DRIVE AND RIDGEFIELD LANE WATER QUALITY FACILITY REPAIRS WORK TO BE DONE The Work to be done under this Contract consists of repairing existing water quality facilities shown on plans entitled: Greenfield Drive Water Quality Facility Repair Ridgefield Lane Water Quality Facility Repair 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 150.15 Construction Stakes,Lines, and Grades: (a) General—Replace"Engineer"with"Contractor's Surveyor". (b) Agency Responsibilities—Delete bullet items 1-4. (c) Contractor Responsibilities—Replace with the following: The 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. 561Page 00150.50 Cooperation with Utilities -Add the following: (f) Utility Information: The locations of facilities shown on the plans were derived from the best information available. It shall be the responsibility of the Contractor to verify the existence and exact locations of underground facilities prior to construction. Any existing facilities damaged by the Contractor's operations shall be restored or replaced to an equal or better condition (in the judgment of the engineer) at the expense of the Contractor. For utility locate markings,the Contractor shall notify Utility Notification Center at least 2 working days,but not more than 14 calendar days, prior to performing any excavation or any other work close to any underground pipeline,conduit,duct,wire or other structures.The Contractor shall be solely responsible for maintaining utility locate markings until project construction is complete. The Contractor shall also notify all utilities that may be affected by the construction operation at least 48 hours in advance that their services will be affected by the work and make reasonable accommodations(in the judgment of the engineer) for the operation of these utilities. The following information is included for the Contractor's convenience: Utility Notification Center 503-246-6699 or 800-332-2344 Utility Agency Contact Phone Water City of Tigard Aaron Beattie 503-718-2596 24-hour 503-639-1554 Sanitary 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 Section 00170—Legal Relations and Responsibilities Comply with Section 00170 of the Standard Specifications modified as follows: 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. 571Page 00170.80(a) Responsibility for Damage in General—Add the following: The Contractor shall perform Work, and furnish Materials and Equipment for incorporation into the Work,at the Contractor's own risk,until the entire Project has been completed and accepted by the City. The Contractor shall provide adequate protection for property, trees, landscaping, and other items adjacent to the work area. Existing trees, 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. 00180.50 Contract Time—Add the following: Work to be done under this project must be completed within 60 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. • 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 581Page 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) Cohn Wolffl 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 Cean Devenport) 503-431-4046 First Student Coanne 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. At a minimum install the following: Install two temporary "Construction Ahead" signs for the Greenfield Water Quality Facility. Signs to be placed approximately 100 feet north and south of the project on Greenfield Drive. Install one temporary "Construction Ahead" sign for the Ridgefield Water Quality Facility. Sign to be placed at Ridgefield Lane just west of Greenfield Drive. Section 00330 Eathwork Replace this Section of the Standard Specifications with the following- 00330.80 ollowing00330.80 Measurement—Shall be based on a lump sum basis. Section 00335—Geomembrane Section 00335,which is not a Standard Specification,is included for this Project by Special Provision. 00335.01 Scope This specification covers the technical requirements for the Manufacturing and Installation of the geomembrane. All materials meet or exceed the requirements of this specification,and all work will be performed in accordance with the procedures provided in these project specifications. 00335.02 References A. American Society for Testing and Materials (ASTM) 1. D 1004 Test Method for Initial Tear Resistance of Plastic Film and Sheeting 2. D 1238 Standard Test Method for Flow Rates of Thermoplastics by Extrusion Plastometer 3. D 1505 Test Method for Density of Plastics by the Density-Gradient Technique 4. D 1603 Test Method for Carbon Black in Olefin Plastics 5. D 3895 Standard Test Method for Oxidative-Induction Time of Polyolefins by Differential Scanning Calorimetry 591Page 6. D 4218 Standard Test Method for Determination of Carbon Black in Polyethylene Compounds 7. D 4833 Standard Test Method for Index Puncture Resistance of Geotextiles,Geomembranes, and Related Products 8. D 5199 Standard Test Method for Measuring Nominal Thickness of Geotextiles and Geomembranes 9. D 5397 Standard Test Method for Evaluation of Stress Crack Resistance of Polyolefin Geomembranes Using Notched Constant Tensile Load Test 10. D 5596 Standard Test Method for Microscopic Evaluation of the Dispersion of Carbon Black in Polyolefin Geosynthetics 11. D 5994 Standard Test Method for Measuring Core Thickness of Textured Geomembranes 12. D 6392 Standard Test Method for Determining the Integrity of Nonreinforced Geomembrane Seams Produced Using Thermo-Fusion Methods 13. D 6693 Standard Test Method for Determining Tensile Properties of Nonreinforced Polyethylene and Nonreinforced Flexible Polypropylene Geomembranes B. Geosynthetic Research Institute 1. GRI GM 13 Test Properties,Testing Frequency and Recommended Warranty for High Density Polyethylene (HDPE) Smooth and Textured Geomembranes 00335.03 Definitions A. Lot-A quantity of resin (usually the capacity of one rail car) used in the manufacture of geomembranes. Finished roll will be identified by a roll number traceable to the resin lot used. B. ENGINEER-The individual or firm responsible for the design and preparation of the project's Contract Drawings and Specifications. C. Geomembrane Manufacturer(MANUFACTURER) -The parry responsible for manufacturing the geomembrane rolls. D. Geosynthetic Quality Assurance Laboratory (TESTING LABORATORY) -Party,independent from the MANUFACTURER and INSTALLER,responsible for conducting laboratory tests on samples of geosynthetics obtained at the site or during manufacturing,usually under the direction of the ENGINEER. E. INSTALLER-Party responsible for field handling,transporting,storing,deploying,seaming and testing of the geomembrane seams. F. Panel-Unit area of a geomembrane that will be seamed in the field that is larger than 100 ft2. G. Patch-Unit area of a geomembrane that will be seamed in the field that is less than 100 ft2. H. Subgrade Surface-Soil layer surface which immediately underlies the geosynthetic material(s). 00335.04 Submittals A. Furnish the following product data,in writing,to ENGINEER prior to installation of the geomembrane material: 1. Resin Data shall include the following. a. Certification stating that the resin meets the specification requirements (see Table 1.9B). 2. Geomembrane Roll a. Statement certifying no recycled polymer and no more than 10%rework of the same type of material is added to the resin (product run may be recycled). B. The INSTALLER shall furnish the following information to the ENGINEER prior to installation: 1. Installation layout drawings a. Must show proposed panel layout including field seams and details b. Must be approved prior to installing the geomembrane 2. Approved drawings will be for concept only and actual panel placement will be determined by site conditions. 3. Installer's Geosynthetic Field Installation Quality Assurance Plan C. The INSTALLER will submit the following to the ENGINEER upon completion of installation: 601Puge 1. Certificate stating the geomembrane has been installed in accordance with the Contract Documents 2. Material and installation warranties 00335.05 Qualifications A. MANUFACTURER 1. Geomembrane shall be manufactured by the following: a. US Fabrices b. approved equal 2. MANUFACTURER shall have manufactured a minimum of 1,000,000 square feet of polyethylene geomembrane during the last year. B. INSTALLER 1. INSTALLER shall have worked in a similar capacity on projects similar in complexity to the project described in the contract documents. 00335.06 Material Labeling,Delivery, Storage and Handling A. Labeling-Each roll of geomembrane delivered to the site shall be labeled by the MANUFACTURER The label will identify: a. manufacturer's name b. product identification c. thickness d. length e. width f. roll number B. Delivery-Rolls of liner will be prepared to ship by appropriate means to prevent damage to the material and to facilitate off-loading. C. Storage-The on-site storage location for geomembrane material,provided by the CONTRACTOR to protect the geomembrane from punctures,abrasions and excessive dirt and moisture for should have the following characteristics: a. level(no wooden pallets) b. smooth c. dry d. protected from theft and vandalism e. adjacent to the area being lined D. Handling-Materials are to be handled so as to prevent damage. 00335.07 Warranty A. Material shall be warranted,on a pro-rata basis against Manufacturer's defects for a period of 5 years from the date of geomembrane installation. B. Installation shall be warranted against defects in workmanship for a period of 1 year from the date of geomembrane completion. 611Page / � 1 00335.08 Geomembrane Properties A. Material shall be smooth/textured polyethylene geomembrane as shown on the drawings. B. Resin 1. Resin shall be new,first quality,compounded and manufactured specifically for producing geomembrane. 2. Natural resin (without carbon black) shall meet the following requirements: Table 1: Raw Material Properties Property Test Method HDPE Density (g/cm3) ASTM D 1505 >0.932 Melt Flow Index (g/10 min) ASTM D 1238 (190/2.16) <1.0 OIT (minutes) ASTM D 3895 (1 atm/200°C) >100 C. Geomembrane Rolls 1. Do not exceed a combined maximum total of 1 percent by weight of additives other than carbon black. 2. Geomembrane shall be free of holes,pinholes as verified by on-line electrical detection, bubbles,blisters,excessive contamination by foreign matter,and nicks and cuts on roll edges. 3. Geomembrane material is to be supplied in roll form.Each roll is to be identified with labels indicating roll number,thickness,length,width and MANUFACTURER. 4. All liner sheets produced at the factory shall be inspected prior to shipment for compliance with the physical property requirements listed in section 1.09 D and be tested by an acceptable method of inspecting for pinholes. If pinholes are located,identified and indicated during manufacturing,these pinholes may be corrected during installation. D. Smooth surfaced geomembrane shall meet the requirements shown in the following table below: Test Test Property Method Property Method Thickness 5199 D 50 Mil Thickness ASTM TM 50 Mil 5199 ASTM D- 0.940 Carbon Black ASTM Density Note 4 1505/13-792 g/cc Dispersion D-5596 Tensile Properties ASTM D- Note 1 Oxidative Induction Note 5 6693 Type IV Time(OIT) (min. avg) Yield Strength 105 Standard OIT DS3TM 100 min Break Strength 190 Hilb/ingh Pressure OIT ASTM 400 min Oven aging at 85 ASTM Yield Elongation 12% degrees C D-5721 Note 5,6 Standard OIT(min. Break Elongation 700% avg) -%retained after ASTM 55% 90 days 621Pe Tear Resistance ASTM D- High Pressure OITASTM (min. avg) 1004 35 lb (min. avg) -%retained D-5885 80% after 90 days Puncture ASTM D- Resistance (min. 4833 90 lb UV Resistance GM 11 Note 7 avg) Stress Crack ASTM D- 500 hr Standard OIT (min. ASTM Resistance 5397 A (Note 2) avg) D-3895 N.R.Note 8 2.0-3.0 High Pressure OIT Carbon Black ASTM D- ASTM Content(range) 1603 % (Note (min.avg) -%retained D-5885 50% (9) 3) after 1600 hours (1)Machine direction(MD) and cross machine direction (XMD) average values should be on the basis of 5 test specimens each direction.Yield elongation is calculated using a gage length of 1.3 inches. Break elongation is calculated using a gage length of 2.0 inches. (2)The yield stress used to calculate the applied load for the SP-NCTL test should be the manufacturers mean value via MQC testing. (3) Other methods such as D 1603 (tube furnace) or D 6370 (TGA)are acceptable if an appropriate correlation to D 4218 (muffle furnace) can be established. (4) Carbon black dispersion (only near spherical agglomerates) for 10 different views: 9 in Categories 1 or 2 and 1 in Category 3. (5)The manufacturer has the option to select either one of the OTT methods listed to evaluate the antioxidant content in the geomembrane. (6) It is also recommended to evaluate samples at 30 and 60 days to compare with the 90 day response. (7)The condition of the test should be 20 hr. UV cycle at 75 Degree C followed by 4 hr.condensation at 60 Degree C. (8) Not recommended since the high temperature of the Std-OIT test produces an unrealistic result for some of the antioxidants in the UV exposed samples. (9) UV resistance is based on percent retained value regardless of the original HP-OIT value. 00335.09 Equipment A. Welding equipment and accessories shall meet the following requirements: 1. Gauges showing temperatures in apparatus such as extrusion welder or fusion welder shall be present 2. An adequate number of welding equipment shall be available to avoid delaying work. 3. Power source must be capable of providing constant voltage under combined line load. 00335.10 Deployment A. Visually inspect the geomembrane during deployment for imperfections and mark faulty or suspect areas. 631Fage � e B. All subgrade surfaces,over which the HDPE geomembrane shall be placed,will be prepared as follows: 1. Area to be lined shall be smooth and free of stones,rocks,roots,sticks and any sharp objects or debris of any kind. 2. Surface shall provide a firm unyielding uniform base for the membrane. 3. The surface shall be compacted to a density to allow the movement of vehicles, welding equipment and personnel on it without causing rutting or other detrimental effect. C. Deployment of geomembrane panels shall be performed in a manner that will comply with the following guidelines: 1. Geomembranes shall be installed according to site-specific specifications. 2. Unroll geomembrane using methods that will not damage geomembrane and will protect underlying surface from damage (spreader bar,protected equipment bucket). 3. Place ballast(commonly sandbags) on geomembrane which will not damage geomembrane to prevent wind uplift. 4. Personnel walking on geomembrane shall not engage in activities or wear shoes that could damage it. Smoking will not be permitted on the geomembrane. 5. Do not allow heavy vehicular traffic directly on geomembrane. Rubber-tired ATV's and trucks are acceptable if wheel contact is less than 8 psi. 6. Protect geomembrane in areas of heavy traffic by placing protective cover over the geomembrane. D. Sufficient material(slack) shall be provided to allow for thermal expansion and contraction of the material. 00335.11 Field Seaming A. Seams shall meet the following requirements: 1. To the maximum extent possible,orient seams parallel to line of slope,i.e.,down and not across slope. 2. Minimize number of field seams in comers,odd-shaped geometric locations and outside corners. 3. Align seam overlaps consistent with the requirements of the welding equipment being used. A 6-inch overlap is commonly suggested. 4. To be waterproof. B. Extrusion Welding 1. Hot-air tack adjacent pieces together using procedures that do not damage the geomembrane. 2. Clean geomembrane surfaces by disc grinder or equivalent. 3. Purge welding apparatus of heat-degraded extrudate before welding. C. Hot Wedge Welding 1. Welding apparatus shall be a self-propelled device equipped with an electronic controller which displays applicable temperatures. 2. Clean seam area of dust,mud,moisture and debris immediately ahead of hot wedge welder. 3. Protect against moisture build-up between sheets. D. Trial Welds 1. Perform trial welds on geomembrane samples to verify welding equipment is operating properly. 2. Make trial welds under the same surface and environmental conditions as the production welds, i.e.,in contact with subgrade and similar ambient temperature. 3. Minimum of two trial welds per day,per welding apparatus,one made prior to the start of work and one completed at mid shift. 4. Cut four,one-inch wide by six-inch long test strips from the trial weld. 5. Quantitatively test specimens for peel adhesion,and then for shear strength. 641Page 6. Trial weld specimens shall pass when the results shown in the following tables for HDPE are achieved in both peel and shear test. Table 2: Minimum Weld Values for HDPE Geomembranes (English) { I I ASTM D Peel Strength (fusion),ppi 6392 76 Peel Strength (extrusion),ppi ASTM D 65 6392 Shear Strength (fusion&ext.), ASTM D 100 i 6392 a. The break,when peel testing,occurs in the liner material itself,not through peel separation FIB) b.The break is ductile. 7. Repeat the trial weld,in its entirety,when any of the trial weld samples fail in either peel or shear. 8. No welding equipment or welder shall be allowed to perform production welds until equipment and welders have successfully completed trial weld. E. Seaming shall not proceed when ambient air temperature or adverse weather conditions jeopardize the integrity of the liner installation. INSTALLER shall demonstrate that acceptable seaming can be performed by completing acceptable trial welds. F. Defects and Repairs 1. Examine all seams and non-seam areas of the geomembrane for defects,holes,blisters, undispersed raw materials,and any sign of contamination by foreign matter. 2. Repair and non-destructively test each suspect location in both seam and non-seam areas. Do not cover geomembrane at locations that have been repaired until test results with passing values are available. 00335.12 Field Quality Assurance A. INSTALLER shall participate in and conform to all terms and requirements of the MANUFACTURER CONTRACTOR shall be responsible for assuring this conformation. B. Quality assurance requirements are as specified in this Section.. C. Field Testing 1. Non-destructive testing may be carried out as the seaming progresses or at completion of all field seaming. a. Vacuum Testing 1) Shall be performed in accordance with ASTM D 5641,Standard Practice for Geomembrane Seam Evaluation by Vacuum Chamber. b. Air Pressure Testing 1) Shall be performed in accordance with ASTM D 5820,Standard Practice for Pressurized Air Channel Evaluation of Dual Seamed Geomembranes. c. Other approved methods. 2. Failed Seam Procedures a) If the seam fails,INSTALLER shall follow one of two options: 1) Reconstruct the seam between any two passed test locations. 651Page y 2) Trace the weld to intermediate location at least 10 feet minimum or where the seam ends in both directions from the location of the failed test. b) The next seam welded using the same welding device is required to obtain an additional sample,i.e.,if one side of the seam is less than 10 feet long. c) If sample passes,then the seam shall be reconstructed or capped between the test sample locations. d) If any sample fails,the process shall be repeated to establish the zone in which the seam shall be reconstructed. 00335.13 Repair Procedures A. Remove damaged geomembrane and replace with acceptable geomembrane materials if damage cannot be satisfactorily repaired. B. Repair any portion of unsatisfactory geomembrane or seam area failing a destructive or non- destructive test. C. INSTALLER shall be responsible for repair of defective areas. D. Agreement upon the appropriate repair method shall be decided between ENGINEER and INSTALLER by using one of the following repair methods: 1. Patching-Used to repair large holes,tears,undispersed raw materials and contamination by foreign matter. 2. Abrading and Re-welding-Used to repair short section of a seam. 3. Spot Welding-Used to repair pinholes or other minor,localized flaws or where geomembrane thickness has been reduced. 4. Capping-Used to repair long lengths of failed seams. 5. Flap Welding-Used to extrusion weld the flap (excess outer portion) of a fusion weld in lieu of a full cap. 6. Remove the unacceptable seam and replace with new material. E. The following procedures shall be observed when a repair method is used: 1. All geomembrane surfaces shall be clean and dry at the time of repair. 2. Surfaces of the polyethylene which are to be repaired by extrusion welds shall be lightly abraded to assure cleanliness. 3. Extend patches or caps at least 6 inches for extrusion welds and 4 inches for wedge welds beyond the edge of the defect,and around all corners of patch material. F. Repair Verification 1. Number and log each patch repair(performed by INSTALLER). 2. Non-destructively test each repair using methods specified in this Specification. 00335.14 Measurement and Payment A. Payment for geomembrane installation will be on a lump sum basis. B. Prices shall include full compensation for furnishing all labor,material,tools,equipment,and incidentals. C. Prices also include doing all the work involved in performing geomembrane installation completely as shown on the drawing,as specified herein,and as directed by the ENGINEER. Section 00390.10 Riprap Geotextile-Change the heading and first sentence to read,"Riprap Geomembrane—Furnish riprap geomembrane meeting the requirements of Section 00335." 661Page ' r ATTACHMENT K OREGON PREVAILING WAGE RATES CITY OF TIGARD GREENFIELD DRIVE AND RIDGEFIELD LANE WATER QUALITY FACILITY REPAIRS May be downloaded from: htW://www.oregon.gov/boli/WHD/PWR/Pages/PWR Rate Publications 2016.aspx 671Page CITY YLOR'S FERRY N 0�, OREGON q NORTH PLAN" FOR PROJECT ECT DA KO rA ' STREET `, N RIDGEFIELD LANE BARRQWS QP � �Z MpljNl411v STREET CDONALD RD BON/TA R WATER QUALITY FACILITY REPAIR m BEEF BEND RD. DURHAM N TO BE SUPPLEMENTED BY THE CITY OF TIGARD DESIGNSTANDARDS GATED JULY 15, 1998 � tA T Project Location* VICINITY MAP MY GMER4L CONDppm XY COMM CONDMW 1. THE AL APPLICABLE CONTRACT R MUST COMPLY WITHPROVISIONSF O L O FEDERAL AND 19 OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON UTILITY INDEX OFSHEETS STATE LAW THE77GARD MUNICIPAL C AND THE TERMS Y C L ODE. A D E TE M of AN AGREEMENT WITH N T7 I _ ... NO. NAME TITLE O FCATION CENTER. SAID RULES ARE SET FORTH IN OAR 952 OQi 0010 THROUGH THE CITY OF 77GARD REGARDING WORK TO B DONE PURSUANT TO THIS PERMIT _ _ E 5 SPE OAR 952 Olt t OOSO. COPIES OF SAID RULES MAY BE OBTAINED FROM THE CENTER BY CALLING 503-246-1982 IF YOU HAVE ANY QUESTION ABOUT THE RULES, CONTACT 1 C100 COVER SHEET 2. THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS "MANUAL ON UNIFORM rHE CENTER. NOTE: DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE TRAFFIC CONTROL DEVICES FOR STS RETS AND HIGHWAYS, U.S. DEPT. OF CONTRACTORS EXPENSE. 2 C 1 C}1 GENERAL NOTES & EROSION CONTROL TRANSPORTATION, FHWA, CURRENT EDITION, 20. CON7T7ACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION 3. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE + AND HORIZONTAL LOCATION PRIOR TO START OF WORK (POTHOLE BEFORE DIGGING IF flETAlls NOTES WITH THE CITY'S STANDARD SPECIFICATIONS AND ALSO IN ACCORDANCE WITH A CITY .2IRE LAt NECESSARY) SHOULD CONFLICTS ARISE' AND REDESIGN OR RELOCATION OF FACILmE FI APPROVED e N r 3 C24Q INA TER UALITY FACIL/TY PLANTING PLAIT {JOB SPECIFIC) APP. DVED TRAFFIC CONTROL PLAN. A COPY OF THE APPROVED E EcESSARY, T SHALL BE DONE AT THE GONTT7ACTORS EXPENSE: CHANGES MUST Q TRAFFIC CONTROL PLANSHALL BE AVAILABLE AT THE WORK AREA. BE APPROVED BY THE CITY IN ADVANCE OF WORK PERFORMANCE. CONTRACTOR SHALL 4. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, AT ANY TIME, WITHOUT HAVING COORDINATE THE WORK WITH AFFECTED UTILITY AGENCIES. 4 C300 WATER QUALITY FACILITY PLANTING PLAN � FIRST OBTAINED WRITTEN APPROVAL FROM THE CITY ENGINEER. THE CONTRACTOR IS 21. A TEMPORARY HARD-SURFACE PATCH COLD MIX A.C. OR HOT MIX BASE PAVING RESPONSIBLE FOR PROVISION OF 77AIELY NOTTFICATTON OF TRAFFIC FLOW DISRUPTIONS SHALL BE PLACED ON TRENCHES<WITHIN ROADWAYS ,AT THE END OF EACH DAYS WORK. 5 G400 DETAIL SHEET T WI V NO TRENCH N I R' - - O AREA DE EMERGENCY SERVICES {TtGARD POLICE DEPT., tUALATIN FIRE & RESCUE} O SITE O OFF..SI7E; SHALL BE LEFT AT ANY TIME IN AN UN SAFE AND TO 7R1-MET AND 77GARD SCHOOL 0157RICT AND OTHER SERVICE PROVIDERS. CONDITION. THE CONTRACTOR IS RESPONSIBLE FOR AND /S LIABLE FOR H42,4RDS DR LIAMAGE RESUL77NG FROM THE PROSECUTION OF THE WORK. 5. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED TO THE GENERAL MOTORING PUBLIC BY PLACEMENT OF AN ADVANCE NOTIFICATION SIGN AT 22. WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING EACH END OF THE CONSTRUCTION AREA 72 HOURS (MIN.) BEFORE INITIATION OF FACIL177ES (ROADS, DITCHES, ETC.) AS MAY BE NECESSARY, IN THE CITY INSPECTOR'S CONSTRUCTION WORK. OPINION, rO OVERCOME DETERIORATION OR DAMAGE WHICH OCCURRED IN CONJUNCTION WITH THE WORK AUTHORIZED BY THE PERMIT. CORRECTIVE WORK SHALL BE DONE AT 6 ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING THE CONTRACTORS EXPENSE. NORMAL DELIVERY SERVICE AND MAIL SERVICE AND IF NOT, SHALL BE CAUSE FOR WORK STOPPAGE UNTIL EFFECTIVE ACCESS IS ESTABLISHED. 2 . ONE AS-BUILT PAPER GLEAN MARKED UP SET OF PLANS SHOWING ALL NEW PUBLIC ` IMPROVEMENTS, INCLUDING ANY REVISION MADE TO THE PREVIOUSLY APPROVED 7 TRAFFIC CONTROL DEVICES, FLAG PERSONS, ETC., SHALL BE IN PLACE PRIOR TO CONSTRUCTION PLANS AND, ALSO, ANY IMPROVEMENT WHICH MAY IMPACT AN EXISTING INITIATION OF CONSTRUCTION WORK AND SHALL BE EFFECTIVELY MAINTAINED. PUBLIC SYSTEM OR FACILITY, SHALL BE PROVIDED TO THE CITY. 8. PURSUANT TO TIGARD MUNICIPAL CODE SECTION 7.40.180, WORK IS PERMITTED 24. THE CITY'S INSPECTOR MAY, AT HIS DISCRE770N, REQUIRE PROVISION OF TESTS AND BETWEEN THE HOURS OF 7.00 A.M. TO 7.-00 P.M. DAILY UNLESS OTHERWISE OR REPORTS FROM THE CONTRACTOR, CONTRACTORS ENGINEER OR CONTRACTOR TO AUTHORIZED BY THE CITY MANAGER. �� VALIDATE CLAIMS OF MATERIAL OR CONSTRUCTION ADEQUACY/COMPLIANCE: SUCH 9. MINIMUM TRAVEL LANE WIDTH SHALL BE TWELVE (121 FEET, PEQESTRJAN 77u4VEL SMALL TESTSIREPORTS SHALL BE PROVIDED AT THE CONTRACTORS EXPENSE. ALSO BE PROVIDED FOR. 25. THE CONTRACTOR SHALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE AND WAIVER DOCUMENT TO THE CITY FOR EACH OWNERSHIP DISTURBED BY CONS7RUCTION 10. THE .CITY AND THE COUNTY RESERVE THE RIGHT TO ADD TO OR MODIFY TRAFFIC ACTIVITY AS EVIDENCE OF DISTURBANCE RESOLU770N AND OWNER S4775FACTION. CONTROL REQUIREMENTS AS MAY BE NECESSARY 70 EFFECTIVELY CONTROL TRAFFIC ' AND TO ASSURE PUBLIC SAFETY. 26. EXIS77NG MONUMENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL BE PROTECTED. REPLACEMENT SHALL BE AT THE CONTRACTORS EXPENSE. 11. . BEFORE fNITiA77NG ANY CONSTRUCTION ACT71/JTY, THE CONTRACTOR SHALL BE CONTACTED BY THE CITY'S PRIVATE" DEVELOPMENT INSPECTOR, TO ESTABLISH A PLACE, 27. THE CONTRACTOR SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE CITY TIME, AND DATE FOR A PRECONSTRUCTION MEETING. INSPECTOR, IN WRITING, THE NAME AND .24 HOUR EMERGENCY TELEPHONE NUMBER OF A DESIGNATED "COMPETENT PERSON" RESPONSIBLE FOR CON57RUC77ON SAFETY AS PER 12. THE CON7RACTOR OR HIS CONTRACTOR SHALL N077FY THE CITY'S INSPECTOR, OR-OSHA, CHAP. 4.37, DIV. 3 CONSTRUCTION, SUB-DIVISION P - EXCAVATIONS. THE ANDREW NEWBURY AT 5031718-2472 TWENTY-FOUR 24 HOURS PRIOR TO / ( } CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR OF ANYJALL ASSIGNMENT CHANGES. COMMENCING WORK, TWENTY--FOUR (24) HOURS PRIOR TO ANY STAGED INSPECTION ST JAMES L (SEE ATTACHED LISTING) AND AFTER COMPLETING WORK COVERED BY THE PERMIT. 28, IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE FOR PROPER RIGHT-OF-ENTRY AND/OR EASEMENTS PRIOR TO STARTING WORK PROOF OF 13. A COPY OF THE PERMIT AND ALL ATTACHMENTS, AND A COPY OF THE APPROVED RIGHT-OF=--ENTRY OR PROPERLY EXECUTED EASEMENTS, SHALL BE PROVIDED TO THE CONSTRUCTION PLAN AND ALL AMENDMENTS SHALL BE AVAILABLE AT THE WORK AREA. CITY. THE CITY SHALL IN NO WAY BE CONSTRUED TO BE LIABLE FOR THE ALL WORK SHALL CONFORM TO THE PERMIT TERMS, CONDITIONS AND PROVISIONS AND CONTRACTORS FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF RIGHT-OF-ENTRY OR TO THE CITY APPROVED PERMIT PLANS, AND APPROVED PLAN AMENDMENTS AND TO EASEMENTS. THE CITY'S STANDARDS AND SPECIFICA77ONS AND TO THESE GENERAL CONDITIONS. CHANGES TO ANY OF THE AFORESAID MUST BE APPROVED BY THE CITY, IN ADVANCE 29. BEFORE PLACEMENT OF THE FINAL LIFT OF ASPHALT, 7HE CONTRACTOR SHALL CLEAN OF WORK PERFORMANCEE, AND COMPLETE A PRE-ACCEPTANCE VIDEO INSPECTION OF ALL NEW SEWER LINES. THE CONTRACTOR SHALL PROVIDE THE CITY WITH 30 DAYS OF NOTICE FOR THE VIDEO a 14. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF INSPEC77ON. ANY DEFICIENCIES SHALL BE REPAIRED BEFORE PLACEMENT OF FINAL THE CONTRACTOR. THE WORK AREA AND APPROACH ROADS SHALL BE MAINTAINED IN A LIFT. CLEAN CONDIRON, FREE FROM OBSTRUCTIONS AND HAZARDS. A COPY OF THE CONTRACTORS CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK AREA. WILMINGTON LN a 15. THE SPREADING OF MUD OR DEBRIS ON ANY PUBLIC ROADWAY IS STRICTLY PROHIBITED AND VIOLATION SHALL BE CAUSE FOR IMMED14TE CANCELLATION OF THE ___ w PERMIT: THE CITY MAY AT ANY TIME ORDER IMMEDL47E CLEAN-UP AND STOPPAGE OF WORK TO` ACCOMPLISH CLEAN-UP. CONTRACTOR TO COORDINATE WITH CITY ON SENCIASM W AVAILABLE MATERIAL AND EQUIPMENT STORAGE WITHIN RIGHT-OF-WAY. E�.,, ELEVATTON DATUM IS STORM MANHOLE 09A111 WITH A RIM EZEVAiTON OF 449.42' BASED 16 EFFECTTVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BEE_ ON RAVEN RIDGE ASBUILTS' DATED APRIL 16, 2001. VERTICAL DATUM USED FOR ASBUJLTS INSTALLED AND MAINTAINED MEETING THE CLEAN WATER SERVICES AND DEO Q U) IS BASED ON A BRASS DISC IN CONCRETE LOCATED 4' BEHIND THENE CURB RETURN OF REQUIREMENTS. THE CITY MAY AT ANY 77ME ORDER CORRECTIVE AC77ON AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL SW 125TH AVENUE AND BULL MOUNTAIN ROAD: HAVING AN ELEVATION OF 472.74. 17. PROPERTY DISTURBED BY CONSTRUC77ON AC71VITY SHALL BE SEEDED WITH A STANDARD GRASS MIX, SHRUBS, FLOWERS, BARKQUST, EXIS77NG SIGNS, PAVEMENT "W MARKINGS, MAILBOXES, ETC. SHALL BE REESTABLISHED, REINSTALLED OR REPLACED, q# WITH LIKE KIND AND MATERIAL. 18. EFFEC77VE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN THE WORK S17E',AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE PROPERTY, Z PUBLIC PROPERTY AND THE RECEIVING SYSTEM IS NOT ADVERSELY IMPACTED. THE LOCATION MAP` CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND .STOPPAGE OF WORK TOPROS ACCOMPLISH EFFECTIVE DRAINAGE CONTROL ��¢ O FSs a �� GINS iQ 3 `rte 63213pE - - v 4 �,�QREG 24�� d 14, �J Q_a ATTENTION. Oregon law requires you to fallow rules T adopted by the Oregon Utility Notification Center. Those pA UL rules are set forth in DAR 952-001--0010 through OAR 4,1 952--001-0090 You may obtain copies of the rules by RENEWS: 12/31/2016 the center. (Note, the telephone number for the Oregon Utility Notification Center is 503 23.2-1987 . Issue dates 9 y ( ) ESHEET �U Description Cit ► ©. By I D E F I E EN EERIN+Q ®11/I I!I N L L 0100 ATTENTION.Notify NW natural at (503)220-2415 when PU13LIC WORKS DEPARTMENT excavatingwithin 5 of an existing high pressure as BID 07107116 1 APN k; 9 9 P 9 UALITY 13125 S43! HALL BL1/1?. 1 1 1 L I T" E I R 1 morn. If A P A TIGAR4, OREGON 97223 OF VOICE. 503-639-4171 FAX. 503-w624-0752 5 CALL BEFORE YOU DIG �} : � � WWW.77GARD-OR.GOV LE N 1-800-332-2344 COVER *�► � 94Q34 ©ESION:AP DRAWN-APN CHECK: IP PRQJ. NO: 940.34 NOTES: L WHEN RAINFALL AND RUNOFF OCCURS DAILY INSPECTIONS OF EROSION AN SEDIMENT CONTROLS AND DISCHARGE OUTFALLS MUST BE PROVIDED 1. ALL WORK SHALL BE IN WITH THE APPLICABLE REGULATIONS, SPECfF1CAT/ONS+ CODES; AND REQUIREMENTS OF CITY OF TIGARD, CLEAN EXPERIENCED#N THE PRINCIPLES,PRACTICES,INSTALLATION,AND MAINTENANCE OF EROSION Rt+iD SEDIMENT MA�. �E USED SHORT �R BY SOME ONE KNOWLEDGEABLE AND€XPER C G S, IC S, , WATER SERVICES R&O 07-20, THE OREGON STATE PLUMBING SPECIALTY CODE, AND UNIFORM BUILDING CODE. � UTILITY SAND TERM, CONTROLS WHO WORKS FOR THE PERMITTEE. 2. THE CONTRACTOR SHALL PERFORM ALL WORKNECESSARY TO COMPLETE THIS PROJECT IN ACCORDANCE WITH THE PLANS INCLUDING SUCHPHASING �� -�P � 2. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF GROUND FROM OCT OBER 1 THROUGH MAY 31 EACH YEAR. MEN7S AND OTHERS AS NECESSARY TO PROVIDE A COMPLETEDIN IDENTALS AS MAY BE TO MEET APPLICABLE AGENCY REQUIRE 3. DURING WET WEATHER PERIOD,TEMPORARY STABILIZATION OF THE SiTE MUST OCCUR AT THE END OF EACH WORK DAY. PROJECT. 4. SEDIMENT CONTROLS MUST BE INSTALLED AND MAINTAINED ON ALL DOWN GRADIENT SIDES OF THE CONSTRUCTION SITE AT ALL TIMES DURING T OTHER F COVERING EXPOSED SOIL IS ESTABLISHED. J. THE CONTT?ACTOR SHALL KEEP AN APPROVED SET' OF PLANS WITH ALL APPROVED REVISIONS ON THE PROJECT SITE AT ALL TIMES. ANY CHANGES CONSTRUCTION.THEY MUST REMAIN IN PLACE UNTiL PERMANENT VEGETATION OR ER PERMANEN CO € �#G t� O FLOW SHALL BE DESIGNED BY THE ENGINEER AND SUBMITTED TO AGENCIES FOR APPROVAL. S. ALL ACTIVE INLETS MUST HAVE SEDIMENT CONTROLS INSTALLEDAND MAINTAINED AT ALL DURING CONSTRUCTION.UNLESS OTHERWISE APPROVED.A SURFACE MOUNTED AND ATTACHABLE,U-SHAPED FILTER SAO IS REQUIRED FOR ALL CURB INLET CATCH BASINS. 4. ,x 77-fE C+?N77?ACTOR SHALL PR TELT AND MAINTAIN A EXISTING U UT7 S ON THIS SITE. DAMAGE r0 EXISTING UTILITIES .WHETHER OR O ALL EX 5 / 7T £ S S TE D E S G SHOWN 6. SIGNIFICANT AMOUNTS OF SEDIMENT WHICH LEAVES THE SITE MUST BE GLEANED UP WITHIN 24 HOURS AND RACED BACK ON THE SITE AND 8TABiLiZED NOT ON THIS DRAW{N , SHALL BE REPAIRED / REPLACED AT THE CONTRACTOR'S EXPENSE. EXISTING SURFACE FEATURES AND FENCING SMALL BE OR PROPERLY DISPOSED. THE cc�usE OF SEDIMENT RELEASE MUST BEFOUND AND P EV NT€D FROM CAUSINGING A RECURRENCE OF THE PREFORMED CCORDING TO THE OREGON DEPARTMENT REPLACED IN KIND, UNLESS OTHERWISE NOTED ON TI•{E' PLANS. DISCHARGE WITHIN T1iiti SAME 24 HOURS,ANY IN-STREAM CLEAN UP OF SEDIMENT SfiALI BEA OF STATE!ANDS REQUIRED TiME FRAME. 5. THE O ALTO C-NTR R SHALL HAVE ALL EXISTING UTILITIES LOCATED PRIOR TO STARTING ANY WORK, INCLUDING POTHOLING. T. SEDIMENT MUST NOT BE INTENTIONALLY WASHED INTO STORM SEWERS DRAINAGE WAYS,OR WATER BODIES. R N tT H HED A HEIGHT OF 1 RD THE BARRIER HEIGHT B SEDIMENT MUST REMOVED FROM BEHIND ALL SEDIMENT CONTROL MEASURES WHEN AS READ IG t3 5. THE EXISTENCE AND APPROXIMATE LOCATION OF KNOWN UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE DRAWINGS WERE DETERMINED ED us o S , v�`� d� � r "�.", � �''`�.am t°'i@,+g''��^' AND PRIOR TO THE CONTROL MEASURES REMOVAL. BY A SEARCH'OF AVAILABLE PUBLIC RECORDS. THE LOCATIONS AND DEPTHS OF THESE UTILITIES ARE FROM THESE RECORDS AND ARE SHOWN FOR a t „ AREA RA RETENTION CiTY EEN RE UCSD BY SII AND AT { 9. CLEANING OF ALL STRUCTURES WITH SUMPS MUST OCCUR WHEN THE SEDIMENTCAPACITY HAS B R °lo THE CONVENIENCE OF THE CONTRACTOR. NO RESPONSIBILITY t5 ASSUMED BY EITHER THE OWNER OR THE ENGINEER FOR ACCURACY OR �j(} COMPLETENESS. COMPLETION BASIN ifl. ANY USE OF TOXIC OR OTHER HAZARDOUS MAT€REALS MUST INCLUDE PROPER STORAGE,APPLICATION.AND DISPOSAL.COMPLETION OF PROJECT. 7. CONTRACTOR TO N077FY CITY, COUNTY, AND ALL UTILITY COMPANIES A MINIMUM OF 48 HOURS (2 BUSINESS DAYS) PRIOR TO START OF CATCH 1 PERMITTEE " " 11. THE P MUST PROPERLY MANAGE HAZARDOUS WASTES USED OILS CONTAMINATED SOILS CONCRETE WASTE SANITARY WASTE LIQUID CONSTRUC77O{ BY CALLING ONE CALL AT 246-6539 OR 1-8017-3.32-2,344 AND ALL OTHER APPLICABLE AGENCIES AND SHALL COMPLY WITH ALL E E OTHER REQUIREMENTS OF OAR 952-001-0010 THROUGH OAR 952-001-0090. WASTE,OR OTHER TOXIC SUBSTANCES DISCOVERED OR GENERATED DURING CONSTRUCTION. FLOW 12. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW MANUFACTURERS RECOMMENDATIONS. t MINIMIZED, TIME E FERTILIZERS SHOULD BE USED AND CARE SHOULD 8. AFTER LOCATES ARE REQUESTED AND UTILITY COMPANIES HAVE PROVIDED LOCATES CONTRACTOR SHALL POTHOLE TO 7�{E DEPTH OF THE NUTRIENT RELEASES FROM FERTILIZERS TO SURFACE WATERS MUST BE M ED. T RELFAS ft ZERS S ► PROPOSED UTILITY TO VERIFY LOCATION OF ALL UNDERGROUND U77Lt77ES PRIOR TO COMMENCING CONSTRUCTION AND PROVIDE THE' CITY MADE IN APPLICATION OF FERTILIZERS WITHIN ANY WATER WAY RIPARIAN ZONE.C{TY AND THE ..� • ,..; P INSTALLATION AND MAINTENANCE F LEROSIONAND EDIMENfi CONTROL APPROPRIATE INSPECTOR, 72 HOURS NOTICE OF ANY POTENTIAL CONFLICTS. w 13. OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER ITIS O A M� NANc€O A� S MEASURES,IN ACCORDANCE WITH CURRENT CLEAN WATER SERVICES STANDARDS AND STATE,AND FEDERAL REGULATIONS. IXTCH BOTM_ FLOW 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THERELOCA770N OF BURIED AND OVERHEAD UTILITIES. 14. PRIOR TO ANY LAND DISTURBING ACTNIi't€S.THE BOUNDARIES QF 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 10. THE CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES PRIOR TO BEGINNING CONSTRUC774N. CLEARING LIMITS.THE OWNERIPERMITTEE MUST MAINTAIN THE DELINEATION FOR THE DURATION OF THE PROJECT. ♦: NOTE:VEGETATED CORRIDORS TO BE DELINEATED WITH ORANGE CONSTRUCTION FENCE OR APPROVED EQUAL 11. ALL EXIS71NG SITE GONDf174NS AND ELEVATIONS SHOWN ON THIS PLAN ARE FROM AS BUILT DRAWINGS AND A SURVEY COMPLETED BY ANDY PARIS r. . � 15. PRIORTO ANY LAND DISTURBING ACTIVITIES,THE BMPS THAT MUST B€INSTALLED ARE GRAVEL CONSTRUCTION KN ENTRANCE,PERIMETER SEDIMENT O N. E PS T BMAINTAINEDFOR THE DURATION OF THE PROJECT. ASSOCIATES.. THE CONTT?ACTOR SHALL VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS AND ELEVATIONS TO HIS OR HER SATISFACTION. CONTROL,AND INLET PROTECTION.THE: BM Mus E INLET 16. IF VEGETATIVE SEED MIXES ARESPEIFiED,SEEDING MUST TAKEPLACE N LATER THAN SEPTEMBER IST; THE TYPE AND PERCENTAGES OF SEED IN 12 ANY A TERATION ?R VARIANCE FROM THESE PLANS,s, EXCEPT MANOR FIELD DJ TEN7a NEEDED 77MEET EXf577NG FIELD :ONDI ONS, SHALL DITCH ELAN VW THE MIX ARE AS iDENTIFI£D ON THE PLANS OR As SPECIFIED BY THE DESIGN ENGINEER. BE APPROVEDBY THE C17Y AND THE ENGINEER. 17. WATER-TIGHT TRUCKS MUST BE USED TO TRANSPORT SATURATED SOILS FROM THE CONSTRUCTION SITE.AN APPROVED EQUIVALENT IS TO DRAIN 13. ANY CONSTRUC774N OBSERVATION BY THE CIN OR THE ENGINEER, SHALL NOT, 1N ANY WAY, RELIEVE THE CONTRACTOR FROM ANY OBCIGATTON TCI THE SOIL ON SITE AT A DESIGNATED LOCATION USING APPROPRIATE BMP$'SOIL MUST BE DRAINED SUFFICIENTLY FOR MINIMAL SPILLAGE. PERFORM THE WORK IN STRICT COMPLIANCE WITH THE APPLICABLE CODES AND AGENCY REQUIREMENTS. 6 DvBrIQp of a4gS t3. GT�PI �r SEDIMENT WATER MUST BE DISCHARGED OVER UNDISTURBED,PREFERABLY VEGETATED AREA,AND THROUGH A SEDIMENT ALL PUMPING �G 14. APPROVED EROSION CONTROL MEASURES SHALLBE TAKENTHE CONTRACTOR SHALL PROVIDE DE ALL MAlERAC: EQUIPMENT, AND PERSONNEL 1. ADDITIONAL MEASURES MUST BE 19. THE ESC PLAN MUST BE KEPT ONSITE ALL MEASURES SHOWN ON THE PLAN MUST BE PROPERLY TO€ NSURE THAT SEDIMENT LADEN WATER NECESSARY TO MAINTAIN SUCH EROSION PRCTECTTON MEASURES. ANY DAMAGE CAUSED BY EROSION SHALL BE CORRECTED BY THE CONTRACTOR. C ?NSiDERED DEPENDING ON SOI- DOES NOT ENTER A SURFACE WATER SYSTEM,ROADWAY,OR OTHER PRt7P€RTIES, TYPES. 15DEMOLITION WORK SHALL INCLUDE REMOVAL OF ALL STUMPSAND VEGETATION DEBRIS CONFORMANCE WiTH ALL REGULATIONS AND PERMITTING 23. THE ESC MEASURES SHOWN QNTHIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS.DURING THE CONSTRUCTION REQUIREMENTS' FOR SUCH WORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 2. BIS?-FILTER BAGS SHOULD BE PERIOD,THESE MEASURES SHALL BE UPGRADED AS NEEDED TO MAINTAIN COMPLIANCE WITH ALL REGULATIONS. 16. ALL OPEN CUTNG OF EXISTING STREETS SHALL BE PATCHED WITH AC, GOLD {TEMPORARY) OR HOT M{X, AT THE CLOSE OF EACH WORK DAY. STAKE D WHERE APPLCABLE USING 21. WRiTT€N ESC LOGS ARE SUGGESTED TO BE MAINTAINED ONSITE AND AVAILABLE TO DISTRICT iNSP€CTORS UPON REQUEST. 2 1"X W7CIEN STAKES 4R 22, IN AREAS SUBJECT TO WIND EROSION,APPROPRIATE t3MPS MUST BE USED WHICH MAY INCLUDE THE APPLICATION OF FINE WATER SPRAYING,PLASTIC TRENCHES SHALL NOT BE LEFT OPEN OVERNIGHT. APPROVED EQUAL PER BAG. SHEETING,MULCHING,OR OTHER APPROVED MEASURES. 77. ALL TRAFFIC CONTROL SHALL. BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICESFDR FURTHER INFORMATION23. ALL EXPOSED SOILS MUST BE COVERED DURING WET WEATHER PERIOD. (MUTCD) AS MODIFIED BY THE OREGON SUPPLEMENTS. 3. WHEN USING 3{}" 810-BAGS TO ON DESIGN CRITERIA SEE PROTECT A CATCH BASIN YOU MUST CHAPTER 4 OF CLEAN WATER 18. PROVIDE 18-G4GE TRACER WIRE FOR ALL NONMETALLIC UNDERGROUND STORM DRAINS, WATERLINES, AND SANITARY SEWERS. HAVE 4 BAGS AND THEY SHALL BE SERVICES EROSION PREVENTION AND SEDIMENT CONTROL 13. ALL PIPE BEDDING SHALL BE 3/4" - ON CRUSHED ROCK FROM A MINIMUM 4" BELOW THE BOTTOM OF THE PIPE TO THE SPRING LINE FOR PIPE OVERLAPPED BY 6". PLANNING AND DESIGN MANUAL. SMALLER THAN 18" DIAMETER, AND 6" MINIMUM FOR 18" DIAMETER OR LARGER. TRENCH BACKFILL SHALL BE AS NOTED IN 7HE TRENCH BACKFILL DETAIL. INLET PROTECTi©N 20. A PRE--CONSTRUCTION MEETING IS REQUIRED WITH ALL INSPECTORS PRIOR TO STARTING ANY WORK. TYPE 4 '�"(�eanWateF7-rr?'�kbervices jr% � � EROSION CONTROL �"E, ' 21, CONTRACTOR TO LOCATE ALL EXISTING PRDPERTY MONUMENTS PR/OR TO CONST?UCT14N ANY MO UMENTS DISTURBED DURING CQNSTRUCTI4N OF Out,commitment is clear. THIS PROJECT SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE. DRAWING NO. 915 RNSED12-06 FOR SITESLESS THA I CR atTWtServices DRAWING NO. 945 REVISED 12-46 Our commitment is clear. smw &MM. 1. ALL STORM SEWER PIPE SHALL BE INSTALLED WITH WATER77GHT JOINTS IN EASEMENT AREAS. 2. BACKFILL MUST BE COMPACTED TO A DENSITY OF 95X PER AASHTO T-99 IN PAVED OR STRUCTURAL FILL AREAS. MINIMUM COMPACTION IN UNPAVED OR NON-S7RUCTUR4L FiLL AREAS iS 90X J. STORM DRAIN LINES SHALL TESTED ACCORDING TO THE REQUIREMENTS OF THE CLEAN WATER SERVICES. TESTING SHALL BE PERFORMED AFTER CONSTRUC77ON IS COMPLETED INCLUDING B4CKF7LLING AND COMPAC77ON OF BASE ROCK. THE DEFLECTION TEST AS DESCRIBED IN THE AMERICAN PUBLIC WORKS ASSOCIA77ON MANUAL - OREGON CHAPTER IS REQUIRED. ALL STORM SEWER LINES WILL BE THOROUGHLY CLEANED PRIOR TO DOING ANY TESTING OR VIDEO TAPING 4. N07IFY C17Y'OF TIGARD INSPECTOR 48-HRS. PRIOR TO PERFORMING ANY WORK. °z a N W W: Q yrs� .7 2 �w K R O 4 '�D PROFS h� �� SS, O,4NF O g 63213PE N p OREGON , 7- 4 �Qo � PAUL RENEWS: 12/31/2016 4 ie lesue Date �""'� SHEET ENQINEERING DIVISION RILJUEFIELD LAPNIE Description fii®t1 C t t No. Ly PUBLIC WORKS` DEPARTMENT C101 BIZ? 07/07/16 1 APtV 13125 S ! HALL BLVD. U '�"' FA P A 2 TIGARD, OREGON 1;97223 WAi 11 ILITY" I O o VOICE. 503--639-4171 FAX 503-624-0752 5 W 77GARD-OR.GOV Q,aKII IVOTES & DETAILS EVS77NG PROPOSED N FOUND SURVEY - -' -' -- - --' -- : AREA DRAIN S SEWER MANHOLE MONUMENT { 0, �D STORM DRAIN MANHOLE OM STORM UNE SCALE: 1" = S' CA 7-CH BASiN /D/TCH INLET ) " «t n, RETAINING WALL 009 > CULVERT END 5' 2.5' © 5' SIGN FLOW SPREADER IRRIGA77ON CONTROL BOX 443.`'' [ WATER METER PLUNGE POOL a t WV EM N WATER VALVES { - X- FENCE AS NOTED INLET PRO7EC77ON -ss- SANITARY SEWER LINE t 450.00 FG FINISH GRADE SPOT SC STORM DRAIN LINE ELEVA77ON r f F' X 444.08' RETAINING WALL r 450. 0 TIN TOP OF WALL ELEVATION y - -450- - CONTOUR - 1' INTERVAL 449.00 BW BW BOTTOM OF WALL ELEVATION AT FINISHED GRADE X 442.35' c° qq6 � soG< °' SPOT ELEVATION - CEDAR 81, �� SWALE CENTERLINE CONTOUR - 1' INTERVAL h -7 Ar PROPERTY LiNE SWALE CENTERLINE CEDAR 10" 8 6_' „ t CEDAR 70" t-.t' ,, C.„ ��8� tDR 4 �.- 448 �. t. _ .► FVE �.�. �..� � . ..� .,,. --..�....s .� .... �. .�. �.�.r ..� ter., ....� ••..,.�.�,e... . ..n. "...,. ..,...1^',..r ............�.�. .... i,,. .+n�...�+.......�..r ,.e... ..o Y .. t... .. r.. ,. t .. / , .. . �._ 446.7 FG _ _ ._ S 89 53 U2 E 81,.41 , BWLM�,� a .. ... . - ,. to c . „ . ....s..., .. r. : 1 v u.. .., � ' r 4. 1�, n k ., rc. : i . t 4 �. � n ti � b� � ,�. t � . , �, ,r . SE) S r nor t construction. � � � � a . , �� � within facility be removed b City crew o � ,� � .. �. 5 � t � . _------- 1 Existing bypass in w t n ac it to � . E s /��MD � 2 \ d. i k . . 2 . ek �. , '� �`� � � b ..0 9 yP piping y y Y P h .� .-....,,. M,. ..<3. .u:.. "M r, ff.a. ........ :,........_...... .... , .... � $'. +ty. wis'�,. �'..^. 1r..w. tee"'*". 447.91? 5 r� SQ i. existing 1 G1. Place 10 LF i2 C90Q pipe and maintain existrn line #�h, _ :� . :. � .,�,. ��I W : Connect to g 2 C90 c A P g �- 447..90 FG - __. 6 � �„ .,. s roma �rAnrr�r�cF ,� � -.-..�__ �, �. a. - and rade. Contractor to venf existing rode and notify engineer of an discrepancies. t�h�.� .. �,�� �~ RIM-449.42' � 9 Y 9 9 Y 9 Y I . .;., .. 13 �^"'� re iM (121, w)=443.5' 1 ' . . ,. . t s "IE OUT t2 E . 443.2 s aurrAu .. �.` : of n to fa t. , �, � �. ,. . .. � y ., t } 2. install Ditch Inlet. See CWS Detail 390 on sheet 0400 Low side m face east. . IE-446.22' L... `. 3 , 446.16 FG .., 445.97 FG � trrerr irvLEr t 3. Install Plunge Pool. See detail this sheet. '`^., c, 9 .,; 8 , ., X 44�3. G c''._ ___ ...._. .447- .. ��,., � �. ,. _�... 445,.04 FG ._ s. . . ,lF m_ cn � ./� FLi�WLfNE-445.77. u"} I 8 0900 ��"''"�. _ �, _. cv ' . . . , ,., civ.' '-,,.. � .� �a,s .. , �. . . TOP OF GRATE-441.77,E ,,.�� t 4. Re rade and reconstruct Swale with a 4 foot bottom width to allow positive drainage Le U 1 - -44 W l -a. IE OUT 2 E 3.8 .. .., .. e r 7 n e C ,., to outlet. 0.5�' minimum slope. See spot elevators and CWS Detail 00 o sheet 400 , 445.84 FG for swale construction detail. s� 0 F � � c� ; s � s s r 4 :,. :....,� �. .. .44 .21 .� "^*�+ ., � ....,,W..:�..�. 5. Repair existingretainingwall to match existingalignment. Remove section that has 4a��.22` moved out of alignment and replace. See retaining wall construction detail this sheet. o, sr -' ITCH T 9 r -'' 7U " .. ., ,. 46. F RIM-445.35 7 1 6. Install rock cheek dam, 6 long, 4 high, 18 wide with 3 -4 quarry spalls. 4 90 G , � �tE=444.25 '�. "�� 9 ', g �s 446.11 FG -_� � .. '� � �e •��a _.-.._ ,;•. --__ . �� � 7. Remove existing bush. X Oso s ; eo, .. -r., .- _ sr• - .. .�. C900 - - 8. Install inlet protection. See CWS detail 915 on sheet 0101. - .__ � h 50,01' 4. L. tt k'i�^i..,;.,t3 0 FG o, , e� X 450.93' 9. Existing swole flowiine. mi 12"OUTFALL VY __-h4 �} � �°c� 1 Proposed Swale flowiine. X 449.32' X-447.2' 14 ' .,.. .... t.,,,.., .,... ._,_. .. ....... _ ..T .�. �,. ;r s - � ro a X 44 s4 _... �C .� � , . t r f f b ckfilt underneath existing wall where _ r, ,, 11. Place estimated 4 cubic eel a Q a erosion ha cursed. Hand compact backfrft. has p C --- --- . __. ,...�. . .....,...moo.., ^ ..: X. r ...__ ......... .... _...:77777 +{ X 453.33 �� $ .... � ... . f st rmardischargef m tw res at _. 12. Place 3 4 river rock at location o o w to from o to of wall River rack ad to be 1.5' diameter, 6 inches deep. 'PIV _ ..._.. X .00 _ o� _. _ . . - 13. Exists ditch inlet to remain. -454 } �.. 454 -----455 ` 14. Existing irrigation control box. + . . Repair existing retaining wall to match top of wall elevation. Remove section that A. 15 has sunk and replace. See retaining wall construction detail this sheet. 16. Connect to existing 8" 0900. Place 5 LF 8" 0900 and maintain existing line and grade. Contractor to verify existing grade and notify engineer of any discrepancies. SITE GRADIN AND EROSION CONTROL PLAN SCALE: 1"_5, 8" Min. Low Perrneoble Sail Keystone Cap Unit n wKeystone Compac Unit x EXTEND SLOPE TO EXTEND SLOPE TO =1 I ;-1 _ __ 5' MATCH EXISTING GRADE MATCH EXISTING 3:1 CQNSTRCICTI(?lV SPECIII�ATIQN SLOPE 1. USE CLASS 50 RIPRAR WATER QUALITY II i p,5' FLOW HEIGHT t A 2. PLACE 50 MIL IMPERMEABLE GEOMEMBRANE UNDERNEATH PLUNGE POOL AND ALONG 8 Finished Grade A NDR7H AND WEST SIDE EXTENDING TO 6 ABOVE PIPE INVERT ELEVA77ON AT PLUNGE I ii " POOL. PROTECT FROM PUNCHING, CUTTING, OR TEARING. REPAIR ANY DAMAGE 4 Unit Drainage FiII 24 cn AN PRIOR TO BACKFILLING. (J14' Crushed Rock or Stoned -�I - =- __-__- _ _ _ 3. PREPARE THE SUBGRADE FOR THE PLUNGE POOL TO THE REQUIRED LINES AND 4` SWALE GRADES. COMPACT ANY FILL REQUIRED IN THE SUBGRADE TO A DENSITY OF q 2 BOTTOM 2 { " Iv�iI 11 I I i i 11 I i!{i i I I I {1 I 1 114 t-11!tet!t- t 1{-I t I-' APPROXIMATELY THAT OF THE SURROUNDING UNDISTURBED MATERIAL. -0� Illilh � . 4. EMBED THE GEOMEMBRANE A MINIMUM OF 12 INCHES. U Approximate Limits --- - k - ELAN VIEW R of Excavation I =i .;,.i} =1 1 i 5. STONE FOR THE PLUNGE POOL MAY BE PLACED BY EQUIPMENT: CONSTRUCT TO THE Unreinforced Concrete or i FULL COURSE THICKNESS IN ONE OPERATION AND iN SUCH A MANNER AS TO AVOID SECTION A-A Crushed Stone Leveling Pad ��*. I DISPLACEMENT OF UNDERLYING MATERIALS. DELIVER AND PLACE THE STONE FOR THE m NTS Q,75` 1, PLUNGE POOL iN A MANNER THAT WILL ENSURE THAT IT IS REASONABLY 4" Perforated PVC Drainage rile Min. 1 block buried 1' HOMOGENEOUS WITH THE SMALLER STONES AND SPALLS FiLLING THE VOIDS BETWEEN °x a Wrapped in Filter Fabric, Connect to 1 1 �� THE LARGER STONES. PLACE STONE FOR THE PLUNGE POOL IN A MANNER TO 4 Existing Drain 2' PREVENT DAMAGE TO THE GEOMEMBRANE. HAND PLACE TO THE EXTENT NECESSARY. M (Eliminate if existing drain is not 1 �0 PROF N 18 / -_ 6. AT THE PLUNGE POOL OUTLET, PLACE THE STONE SO THAT IT MEETS THE EXISTING �R �S } IMPERMEABLE' GEOMEMBRANE -� PERMANENT OR GRADE. ��� G I N E' SIC)1� available for -onnection , 3 � PLUNGE POOLS SECTION A-q 7. MAINTAIN LiNE, GRADE, AND CROSS SECTION. KEEP OUTLET FREE OF EROSION. 63213PE q� SLOPE TO MATCH , ; I� , �- , �.--:_ , ,�._� , REMOVE ACCUMULATED SEDIMENT AND DEBRIS AFTER HIGH FLOWS INSPECT FOR 1 SLOPE TO MATCH h EXISTING GROUND � i "I N ! ` a .'-- .cam,f EXIS77NG GROUND SCOUR AND DISLODGED R/PRAP. MAKE NECESSARY REPAIRS IMMEDIATELY � OREGON , KEYSTONE RETAINING WALL DETAII. PLUNGE POOL. DETAIL. ��a � r 14,2 ° { 4 , b - NTS NTS PAUL N RENEWS: 12/31/2016 12" STORM LINE issue Date MEET Description Date Q. ENGINEERING DIVISION RIDU" EFIELD LA PUBLIC CORKS DEPARTMENT C2�� SECTION B,B BID 07107116 1 APN z� ti 13925 S.W. HALL BL W. WTER' J' NTS ;;- 77GARD, OREGON 97223 1 f FACILIT'r REPAIR OF VVI CE: 503-639-4171 a FAX .503-624-0752 � fit!TIGARD-OR.GOO FILE NO QESIQN:A PN DRAWN:APN CHECK: JP PROJ. NO: 94034 SITE, " l D HG, AND ►I O CONTROL L A 940.34 SOIL PREPARATION (W.Q.F.) I 1, PRIOR TO PLANTING, THE SOIL IN ALL PLANTING SITES WILL BE PREPARED IN ACCORDANCE WITH THESE PLANS AND CWS GUIDELINES. -' — — -- — — — 2. THE SUBGRAUE SHALL BE TILLED TO A MINIMUM DEPTH OF 4" AND A MINIMUM OF 12" OF CERTIFIED WEED-FREE COMPOST-AMENDED TOPSOIL SHALL BE ADDED. COMPOST-AMENDED TOPSOIL SHALL HAVE THE FOLLOWING CHARACTERISTICS TO ENSURE A GOOD GROWING MEDIUM: SCALE: 1" = 5' A TEXTURE - MATERIAL PASSES THROUGH ONE-INCH SCREEN. 8) FERTILITY - 35Z ORGANIC MATTER 5' 2.5 a 5' � J. NO ADDITIONAL FERTILIZER IS TO BE ADDED TO THE PLANTING SITES OR PLANTING HOLES. l_ WATER QUALITY FACILITY (W.Q.F.) PLANTING NOTES 4. ALL AREAS BEYOND THE LIMITS OF THE TREATMENT PLANTING AREA ARE TO BE HYDROSEEDED WITH THE FOLLOWING SEED MIX.• r - WATER QUALITY FACILITY TRACT SEED MIX: r DWARF TALL FESCUE - 40Z ^ DWARF PERENNIAL RYE - 3OZ f ( CREEPING RED FESCUE - 25,E COLON14L BENTGRASS 5Y 446 _�_ „ `�--�� � r APPLICATION RATE = 120 ROUNDS PER ACRE CEDAR B" . �. 4 P w 450 r I POST—PLANTING EROSION AND WEED CONTROL r, CEDAR 7 CEDAR ?0" �,,.. __._.._ ,_�._.._ _ ! ' 44 " 5. THE NT1' E P NTI ...._ � E R LA NG SITES WILL B' MULCHED E WITH A 3 DEEP LAYER OF ORGANIC " _.. .... _ _ MULCH TO PROMD E FOR WEED AN DEROSION CONTROL, THE MULCH MATERIAL L � ....... _ SHALL ME ET CWS STANDARDS, THE MU LCH WILL BE RAKED SMOOTH THROUGHOUT THE ENTIRE PLANTING SITES BUT IT MUST NOT COME IN CONTACT WITH PLANT SD STEMS. T -- — y St) 5 k lG�"j�zhG�0F ...r ^" n.... T4s\?..I�.1f ii!.z. ....',:.�_::„1..,'_,Y:1et t,....r..`.k ,,�.�e!O•,..:fk..... �.�+k,k k.k.k.#,X{kk##k k,kk4 k.kk.#•.k r kkX'`k..,,,}k'-...k►.'k,'k�k kkI.kkv ".Y► in.iw. W.Ii1W .k.,k k".M•.kYk.. nn�+r# akywkpk..kk k ktlw'wfiw.r.t.r..k#.�kkk l�k.�n..i.rkk lt k# k-k.Fk}w-�#•t"#kk k k{"_kk kk.kkk k..:ik i#ki k•.#.kk.....}.k k:kk". ::k.kk.k✓, k kk k4"w w.t#k dfk�wlEf .. if#_ ✓k - �- / R_ 1 x .,. ., {{ -r WATER. U AL{TY F A IL ITY /W Q.F M A IN TENANC E N. OTE S ,{ AI r6. THECONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING AND M O NITO RIN��`. �G Q` �FTHE QMANMOt k FCIUTY IN ACCORDANCE WITH SECTION 2.11.2 OF R40 07-20..tk rk x . Rya 449:42r WATER QUALITY A k � �IN �2r 0-4435' ( ESE RES NSIBILITTES INCLUDE BUT ARE NOT LIMITED TO MAINTAINING AND OUTFALL Rk E OUT�l2 E) 4432 MONITORING THE FACILITY FOR A MINIMUM OF 1 YEAR AFTER THE FACILITY HAS E 446.22 k } * BEEN INSPECTED AND DEEMED COMPLETE. 90% SURVIVABILITY BATF OF PLANTS, .� � � � WILL BE REQUIRED AFTER ONE YEAR. CITY WILL MAINTAIN FACItfTY AFTER ofAN k F LlNE44 5,7MAINTENANCE PERIOD IS COMPLETE k � � k ,.� ITc� rn.ET4 k �k • x 7 ##k } k # K 4 t k k k k < kx " *k kkkk k}. k k., k":.. k ♦kk kk k k k kk *4k 4 k s kkkk TE-44771 , k # # I k k k kk E T q-44' L kk k k X kk k CITY SNTAsTCITY OF TIGARD. BRIAN WHEATLEY. PH. 503-718^2610.4k kkk kk }k}4 # kk k .} % k k#. k k. kN k k # kkkk kk k. n GENERAL MAINTENANCE NOTES (WATER QUALITY FACILITY kkk. k k } k k} k " 4 k kk ♦# k � 4-0 Y k 4 k k. k k k kk.k . kk k41 14. 4 IV . �k k. k k kkkk 7A TEMPGRRYfRRlGA170N SYSTEM WILL BE USED DURING THE 2 YEAR MIN :,kMANTENANCE PERIOD FOLLOWING PLAN NGIRRIGATON SYSTEM TO 1 WHITE 1kti k kk. kk k k kfi,k �� k POLY PIP PLACED BELOW GROUND SPACING OF HEADS TO PROVIDE COVERAGE F ENTIRE WATER QUALITY FACILITY AND BUFFER PLANTING AREAS. IRRIGATION DICATED EXISTING IRRIGATION METERL_ O CONNECT TO DE 8. ALL PLANTS IN THE PLANTING SITES ARE TO BE WATERED AT A RATE OF AT OU �� f LEAST ONE (1)INCH PER WEEK FROM JUNE 15 TO OCTOBER 15. IE=447.2' [ 5 % 454 454 WATER QUALTY FACILITY PLANTING PLAN SCALE: 1"=S, WATER QUALITY FACILITY PLANT SCHEDULE HERBACEOUS PLANTS WATER QUALITYFACILITY TREATMENTAREA (WATER QUALITY FLOW HEIGHT).590 SF SYMB BOTANICAL NAME COMMON NAME(S) MIN. SIZE/ TYPE QTY. SPAC,,NG NOTES CAREX CBNUPTA SLOUGH SEDGE 6"x 1"DIAMETER PLANT AS AN EMERGENT k ROOTED PLUG 3,40Q 2'O.G. MIXTURE, MIXING SPECIES "k;; k' JUNCUS PATENS SPREADING RASH 6"x 1"DIAMETER ' RANDOMLY THROUGHOUT 546 2OC. AREA, & PLANTING GROUPSROOTED PLUG OF 5 PLANTS OF SAME SPECIES TOGETHER. SHRUBS DATER QUALTY FACILTY AREA. 858 SF SYMB BOTANICAL NAME COMMON NAME(S) MIN. SIZE/ TYPE QTYSPACING MIN. HEIGHT SYMPHORICARPus ALBUS SNO BERRY 2I1 GAL.CONTAINER 14 4-5'Q.C. 2' CORNUS SERICEA RED-OSIER DOGWOOD ?V� �T GP1NREC2FNfiE0� �27 2 GAL. CONTAINER 14 4-5'O.G. 15 OEMLARIA CERASIFORMIS INDIAN PLUM 27 1 GAL. CONTAINER 15 4-5'O.C. 2 63213P OREGON 10 cc 14 " PAUL RENEWS: 12/31/2016 Issue DateENtNEER Q DIVISION E F I E L L A INESHEET R& I D E TDescrl than Cate No. y 'PUBLIC WORKS DEPARTMENT G300BD 07107116 1 APN 1� S. � �ANBLVU.GA�G, CRGCWATERLIT` FAC";"" ILITY" 50J-639-4171 �I FAX503-624-4752 5 WWW7IGARD—OR GOVFILE N DESIGN-,APN ©BRAN.APN cHEcKJ1P PROJ. NO. 940J4 WATER QUALITY FACILITYPLANTING PLAN 9¢034 20 3/r- 27 3/8- CONSTRUCTION 1. Water Quality Swale shall be over-excavated and filled to final grade with 12-inch amended I! A fill 3" topsoil. Topsoil amendments shall be garden compost,not conventional fertilizer A A A A p p p ' SEE STD. DRAWING NO. 400 amendments. FOR FRAME AND GRAZE L " A , 2. A biodegradable Erosion Control Matting shall be placed over the topsoil throughout the • s a' x »B{?t Ts �EACH,00 '""'"� 2 I f2• �'. •-_ -4 Swale Gross section,fabric shall be held in place in accordance with the manufacturer's , •x 1/2- 32 t1r 1/4' /* 1 4 installation requirements. Anchor spacing shall be based on 3 fps flow over the fabric. EM F, ' A1° `�` 9.' FLAW a. Treatment area-high-density jute matting(Geojute Flus or other approved equal) 2 1/2' x 1/2' X x 2 1/2•%1/4" SEC'nON R`A SQ' E°`E PLAT BAR SECTION A--A b. All other areas-low-density jute matting(Econojute or other approved equal) nP. _ ANGLE 3y, 3. 2.5-3 inches of 2"4 river run rock shall be placed over the matting evenly throughout the 8• 31, s' X 2 x s-AN length and width of the Swale. ' 4. Plant materials shall be placed in accordance with the plan and plant table as shown on B--J approved plans. PLAN �- PLAN 5. The water quality Swale treatment area plantings can be deemed"substantially complete" PLAN .� once active green growth has occurred to an average growth of 3"and plant density is an ��cc...- IMAX �o• FINIst� GRADE p� FLOW INVERT , average of approx.6 plants(minimum 1-inch plugs or equivalent)per square foot. 1 1 2" 13 2" "' 6. The facility shall be deemed acceptable to begin the maintenance period when plant growth » 2j42:. .,, 3/8 2 1/2'PLA BARSt 60' B » " and dense matches the en ineees design as shown on the approved plans and all other AT� �/ax ON CENTER #•, 2 . 2 incl.4•• ;�. MAXIMUM density g g pIi .-.-.... »-.. _..., requirements have been . he engineer eea nust certify thefafacility tyto be functional,in .,.:� tT ;6.P�y- R . 2r» accordance with the approved plan deli to begin the two-year maintenance period. B Q V. A MAX. SECTION B_B RVIVVROO"T ;► CROSS,BARSMR PRE CAST MAINTENANCE RERUN "I /�» . » . . .,. 1. Th permittee is responsible for the maintenance of this facilityfor a minimum of ears SUMP •.� ' �+ 18" UMP e p � y N ;; ;: following construction and acceptance of this facility per Chapter 2. » v 2. Irrigation is to he provided r separate irrigation plan as approved. 2 1/2 x 1/4 54. EDGE FLAT BAR �i• k1••'P -;' 6» ,. .q..'�•. �.,V•�.. .d g 11 Pe If g 13 Ii1> . . . irrigation» TYP. GRATE BAR 17 EA. a t at tem with a timer during 32 { I Note.Irrigation needs are to be met using temporary irng con Sys g 31 1/4 » 27 » the dry season. Systems should be winterized during the wet season toa sure longevity and. guard against damage from freezing temperatures.Water source shall be as shown on the 3/16' r, TYP. 2" SECTION A A SECTION B B approved plans. FNOTES' _p if It IT H1111 24 3. Engineer or Owners Representative is to visit and evaluate the site a minimum of twice 1. ALL PRE CASTSECTIONS SHAL ONF M T REQUIREMENTS -47 TYPICAL BOTH ENDS L CONFORM O OF ASTM G s. annually(Spring and Fall). The landscaping shall be evaluated and replanted as necessary 3/8` x 2* PLAT PLAN OUTER BARS AND U » BAI:s rA�Sao » » f the required vegetation and 90°o aerial 2 t 2 x 3 8 1V EVERY SECOND SECTION B'-"B 2. INSTALL STRUCTURE {}N MINIMUM OF 8 (?F 3j4 - Q COMPACTED BASE MATERIAL. to ensure a minimum of�0/o survival rate o e et�t1 ed / SQ. EDGE FLAT BAR 3` C. TO C. / INNER BAR 3, PRE CAST REINFORCEMENT SMALL BE REBAR MEETING ASTM A615 GRADE SD OR WELDED coverage. Non=native,invasive plant species Shall be removed when occupying more than PLAN WIRE MEETING ASTM A497 20%of the site. NOTE: 4. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 PSI AND 4. The facility shall be re-excavated and planted if siltation greater than 3 inches in depth NOTE: FRAME AND GRATE TO BE NEW STRUCTURAL ASTM A-36 FLAT BAR STEEL OR APPROVED EQUAL, SLUMP OF " TO 4", occurs within the two-year maintenance period. FRAME AND GRATE SHALL BE NEW STRUCTURAL ASTM A-36 FLAT BAR STEEL OR APPROVED EQUAL. ADDITIONAL THICKNESS REINFORCEMENT E S AN D EI F4,RCEMENT SHALL. BE REQUIRED FOR STATE HIGHWAY APPLICATIONS.. 5. PRE'-CAST STRUCTURE'S CONFORMING TO O,fl.O.T; TYPE G-2 CATCH BASIN DESIGN/WITH DITCH INLET TOP ARE AN 'ACCEPTABLE ALTERNATE. ALL GRATE MATERIALS SHALL MEET C.W.S. STANDARDS AS SHOWN ON DETAIL X400 CATCH INLET CATCH CAIN WATER QUALITY AL FRAME AND CRATE CeanWer S �zces FRA � A � RATS - C � n� c�s CONSTRUCTION & MAINTENANCE NOTES Cn Services DRAWING NO. 400 REVISED 12-06 Our commitment is clear. REVISED 12 D6 Our commitment is clear. DITCH IN � T oaroonmitf"ntislea.DRAWING NO. 320 1W T Services DETAIL NO. 710 REVISED 12-06 DRAWING NO. 390 REVISED 05-07 Our commitment is clear, CLASS "B" CLASS "A" a VINYL CLAD CHAIN LINK FENCING SEE STD. DETAIL NO. 740 SURFACE RESTORATION MOUND EXCESS NATIVE MATERIAL AS SPECIFIED OVER TRENCH TO ALLOW FOR SETTLEMENT p APPROVED �•r'1:• ,+ , • 0 MATTING *f, #. : s . 12' NATIVE TOP SOIL ♦ a, . ' tF TOP $OIL EXISTED 4* 95X COMPACTION 90%COMPACTION PRIOR TO EXCAVATION. ^,,,_ WITHIN 48" OF a SURFACE UNDISTURBED --{ SWALE BOTTOM UNDISTURBED 9OX COMPACTION NATIVE EARTH- -{ 2' MIN. 12" MIN. TOPSOIL EARTH BELOW 4$"OF MATERIAL- M 1' MIP. SURFACE I! o DEPTH 3 4 +# $» . ► .s�## • / ;+ ,0i 0.5' MAX. VARIES ' +# ', »• # RIVER ROCK 2" -3/4' " 3/4»-O CRUSHED '*: ,s ti•:*:» ` ' # , ' • # 2.5"- 3" DEEP ROCK ##,i #r+� "` r « 1/2 PIPE E3 PIPE ZONE s+ * .# • " +' ± O.D. PLUS 6" ,,. i * �^ # *.�, SWAIE AREA FREEBOARD TREATMENT AREA FREEBOARD BUFFER/MITIGATION + '.•, .* AREA 6' MINIMUM WIDTH AREA AREA 600 ♦z Q EC MATTING ECONOJUTE* COCONUT FIBER OR GEOJUTE PLUS* ECONOJUTE* ECONOJUTE* S> 20% Go 0 00 0° { SEED MIX LOW GROW MIX NONE LOW GROW MIX AS APPROVED BY PIPE14e--ONG ` e ¢� c �° o ° le SEE NOTE #5 SEE NOTE #5 DISTRICT OR CITY o e c oQ p p o ° MAX. SLO 2. 1 :9 1lAT BOrIQM 4:1 >x p Q 000 O e °B * OR AS APPROVED g NOTES: ' TRENCH STABILIZATION: 1, REFER TO APPENDIX A, CWS DESIGN & CONSTRUCTION STANDARDS, FOR LANDSCAPING zIF REQUIRED, TRENCH STABIUZA71ON REQUIREMENTS INCLUDING TREE PLACEMENT, TOPSOIL AND PLANTING SPECIFICATIONS. 1/2 PIPE Q.D. PLUS 4» MIN. FOR PIPE SMALLER THAN 18" SHALL BE SPECIFIED SEPERATELY U 1/2 PIPE O.D. PLUS 6 MIN. FOR PIPE 18- AND LARGER AND PLACED PRIOR TO PLACEMENT 2. PROVIDE IRRIGATION AS APPROVED BY CWS. sic OF BEDDING MATERIAL. ^ 3. JUTE MATTING- GEOJUTE PLUS IN TREATMENT AREA, ECONOJUTE FOR ALL OTHER AREAS, OR SIMILIAR ao a FABRICS. COCONUT FIBER IS ALSO ACCEPTABLE. 4 4. 12-INCHES OF TOPSOIL SHALL BE PLACED THROUGHOUT THE WATER QUALITY TRACT. NOTE: 5. FREEBOARD AREA SEED MIX, DWARF TALL FESCUE 407., DWARF PERENIAL RYE 30%, CREEPING RED FESCUE 25%, � ALL C�MPACTTItON REQUIREMENTS PER COLONIAL BENT GRASS 5%. APPLY AT A RATE OF 120{ / ACRE. �p PROcZ- 4 AASHTO T-98 AND OD OTtAPWA SPEC 00405. o? TRENCH BACKFILL 63213PE C o DETAILS aeanWi4 Services �, �, OREGON DRAWING NO. 590 REVISED 12-06 our eommltmemt is clear. 14 N QC 'AUL_ b RENEWS: 12/31/2016 Issue DateR" 10L)"O' EFIELD SHEETENI R Nt DIVISION L3esCrl tl®rDate 4. . PUBLIC WORKS DEPARTMENT 0404 ` 2D7106 � � , Iti� 8� . UALI ALLIR :IIREPA 7IGAD, OREGON 223 4F z p VOICE. 503--6.39--4171 FAX. 503-624-0752 5 WWW.TIGARD-OR.GOV FILE N a DETAIL SHEET 94©34 I�E^�1+ 'i�1.�4Pt ©IR�AWI`I•A/� CHECK.: JP Plt>J, NO: 941 .34 CITY OF TIGARDYLOR'S FERRY l OREGON N RoPQ F��RY Q NORTH KO TA PLANS FOR PROJECT STREET '` ' N GREENFIELD DRIVE BARRCIS QP <G ' STREET CDONALD -' �t?©U/VTA1N RD 9 BONI TA R zi WATER QUALITY FACILITY REPAIR BEEF BEND RD. oil DURHAM cy TO BE SUPPLEMENTED BY THE CITY OF TI ARD DESIGN STANDARDS DATED JULY 15, 1998 Project Location VICINITY MAP My GMEWL s cny cam compinoms 1. THE CONTRACTOR MUST COMPLY WITH APPLICABLE PROVISIONS OF FEDERAL AND ICE OFSHEETS C Y ALL E 19. OREGON LAW REQUIRES FALLOWING THE RULES ADOPTED BY THE OREGON UTILITY CENTER. SA STATE LAW, THE TIGARD MUNICIPAL CODE. ANL? THE TERMS OF ANY AGREEMENT WITH NOTIFICATION I D RULES ARE SET FORTH IN OAR 952_ _ NO. NAME TITLE . OD 1 01010 THROUGH THEC1TY OF TIGAR0 REGARDING WORK TO BE DONE PURSUANT T0 THIS PERMITOAR 952 OB1 008t. COPIES OF SAID RULES MAY BE OBTAINED FROM THE CENTER BY ` ? CALLING 503-246-1962 IF YOU HAVE ANY QUESTION ABOUT THE RULES, CONTACT 1 C100 CO VIER SHEET 2. THE CCTY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS "MANUAL ON UNIFORM THE CENTER. NOTE.• DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS" U.S. DEPT. OF Q CONTRACTORS EXPENSE. 2 C101 GENERAL NOTES & EROSION CONTROL TRANSPORTATION, FHWA, CURRENT EDITION. 20. CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION 3. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE AND HORIZONTAL LOCATION PRIOR TOWQ F TART RK ( ©THOLE BEFORE DIGGING I IF DETAILS & NOTES S O G NEC RY N WITH THE CITY'S STANDARD SPEGff7GAT1ONS AND ALSO IN ACCORDANCE WITH A CITY '� ESSA SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF FACILITIES 200 SWALE A PLAN & PROFILE C (JAB SPECIFIC) APPROVED TRAFFIC CONTROL PLAN. A COPY OF THE APPROVED �'' �! 8E NE'CESSARY IT SHALL. BE DONE AT THE CONTRACTORS EXPENSE: CHANGES MUST .3 TRAFFIC CONTROL PLAN SHALL BE AVAILABLE AT THE WORK AREA. ' BE APPROVED BY THE CITY IN ADVANCE OF WORK PERFORMANCE. CONTRACTOR SHALL COORDINATE THE WORK WITH AFFECTED UTILITY AGENCIES. 4 0201 SWALE B PLAN & PROFILE 4. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, AT ANY TIME, WITHOUT HAVING FIRST OBTAINED WRITTEN APPROVAL FROM THE CITYENGINEER. THECONTRACTOR IS 21. A TEMPORARY HARD-SURFACE CE PATCH (COLD MIX A.C. OR HOT MIX BASE PAVING) . 5 0300 WATER QUALITY FACILITY PLANTINGP PLAN FOR PROVISION OF TIMELY NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS SHALLBE PLACED ON TRENCHES WITHIN ROADWAYS AT THE END OF EACH DAYS WORK. TO AREA WIDE EMERGENCY SERVICES (77G4RD POLICE DEPT., 7VALATIN FIRE & RESCUE) NO TRENCH, ON SITE OR OFF—SITE, SHALL BE LEFT AT ANY TIME /N AN UN—SAFE CONDITION. THE CONTRACTOR Is C 0400 DETAIL SHEET AND TO TT?1 MET AND TfGARD SCHOOL DISTRICT AND OTHER SERVICE PROVIDERS. � RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR DAMAGE RESULTING FROM THE PROSECUTION OF THE WORK. 5. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED TO THE 7 C401 DETAIL SHEET GENERAL MOTORING PUBLIC BY PLACEMENT OF AN ADVANCE NOTIFICATION SIGN AT22. WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING EACH END OF THE CONSTRUCTION AREA 72 HOURS (MIN.) BEFORE IN177ATION OF � FACIL177ES (ROADS, DITCHES, ETC.) AS MAY BE NECESSARY, IN THE CITY INSPECTOR'S CONSTRUCTION WORK. OPINION, TO OVERCOME DETERIORATION OR DAMAGE WHICH OCCURRED IN CONJUNCTION WITH THE WORK AUTHORIZED BY THE PERMIT. CORRECTIVE WORK SHALL BE DONE AT 6. ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING THE CONTRACTORS EXPENSE. NORMAL DELIVERY SERVICE AND MAIL SERVICE AND IF NOT, SHALL BE CAUSE FOR WORK STOPPAGE UNTIL EFFECTIVE ACCESS IS ESTABLISHED. 23. ONE AS-BUILT PAPER CLEAN 44ARKED UP SET OF PLANS SHOWING ALL NEW PUBLIC IMPROVEMENTS, INCLUDING ANY REVISION MADE TO THE PREVIOUSLY APPROVED Z TRAFFIC CONTROL DEVICES, FLAG PERSONS, ETC, SHALL BE IN PLACE PRIOR TO CONSTRUCTION PLANS AND, ALSO, ANY IMPROVEMENT WHICH MAY IMPACT AN EXISTING INITIATION OF CONSTRUCTION WORK AND SHALL BE EFFECTIVELY MAINTAINED. PUBLIC SYSTEM OR FACILITY, SHALL BE PROVIDED TO THE CITY. 8. PURSUANT TO 77GARD MUNICIPAL CODE SECTION 7.40.180, WORK IS PERMITTED 24. THE CITY'S INSPECTOR MAY, A'" HIS DISCRETION, REQUIRE PROVISION OF TESTS AND BETWEEN THE HOURS OF 7:00 A.M. TO 7.•00 P.M. DAILY UNLESS OTHERWISE --- OR REPORTS FROM THE CONTRACTOR. CONTRACTORS ENGINEER OR CONTRACTOR TO AUTHORIZED BY THE CITY MANAGER. WILLOW POINT LN VALIDATE CLAIMS OF MATERIAL OR CONSTRUCTION ADEQUACYICOMPLIANCE: SUCH 9. MINIMUM TRAVEL LANE WIDTH SHALL BE TWELVE (12) FEET,• PEDESTRIAN TRAVEL SHALL TESTS REPORTS SHALL BE PROVIDED AT THE CONTRACTORS EXPENSE. ALSO BE PROVIDED FOR. 25. THE CONTRACTOR SHALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE AND WAIVER DOCUMENT TO THE CITY FOR EACH OWNERSHIP DISTURBED BY CONSTRUCTION 10. THE CITY AND THE COUNTY RESERVE THE RIGHT TO ADD TO OR MODIFY TRAFFIC I ACTIVITY, AS EVIDENCE OF DISTURBANCE RESOLUTION AND OWNER SATISFACTION. CONTROL REQUIREMENTS AS MAY BE NECESSARY TO EFFECTIVELY CONTROL TRAFFIC AND TO ASSURE PUBLIC SAFETY: FIDE VIEW ST 26 EXISTING MONUMENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL BE 11. BEFORE INITIATING ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL BE PROTECTED. REPLACEMENT SHALL BE AT THE CONTRACTORS EXPENSE. CONTACTED BY THE CITY'S PRIVATE DEVELOPMENT INSPECTOR, TO ESTABLISH A PLACE, 27, THE CONTRACTOR SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE CITY TIME, AND DATE FOR A PRECONS7RUC7ION MEETING. INSPECTOR, IN WRITING, THE NAME AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF A DESIGNATED 'COMPETENT PERSON" RESPONSIBLE FOR CONSTRUCTION SAFETY AS PER 12. THE CONTRACTOR OR HIS CONTRACTOR SHALL NOTIFY THE CITY'S INSPECTOR, OR-OSHA, CHAP. 437, DIV. 3 CONSTRUCTION, SUB-DIVISION P - EXCAVATIONS. THE ANDREW NEWBURY AT 5031718-2472 TWENTY-FOUR (24) HOURS PRIOR TQ CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR OF ANYIALL ASSIGNMENT CHANGES. COMMENCING WORK, TWENTY-FOUR (24) HOURS PRIOR TO ANY STAGED INSPECTION SEE ATTACHET7 LISTING AND AFTER COMPLETING WORK COVERED BY THE PERMIT: 28, 1T /S THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE FOR PROPER ( ) RIGHT—OF--ENTRY AND/OR EASEMENTS PRIOR TO STARTING WORK. PROOF OF 1.3 A COPY O P M T AN ATT HMEN AN A COPY F THE APPROVED RIGHT-OF-ENTRY OR PROPERLY EXECUTED EASEMENTS, SHALL BE PROVIDED TO THE F THE ERI D ALL AG TS. D O CONSTRUCTION PLAN AND ALL AMENDMENTS SHALL BE AVAILABLE AT THE WORK AREA. CITYY, THE CITY SHALL IN NO WAY BE CONSTRUED TO BE LIABLE FOR THE ALL WORK SHALL CONFORM TO THE PERMIT TERMS, CONDITIONS AND PROVISIONS AND CONTRACTORS FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF RIGHT—OF—ENTRY OR a TO THE CITY APPROVED PERMIT PLANS, AND APPROVED PLAN AMENDMENTS AND TO EASEMENTS. THE CITY`S STANDARDS AND SPECIFICATIONS AND TO THESE GENERAL CONDITIONS. 29. BEFORE PLACEMENT F CHANGES TQ ANY OF THE AFORESAID MUST BE APPROVED BY THE CITY IN ADVANCE E E L4CEME'N O THE FINAL LIFT OF ASPHALT, THE CONTRACTOR SHALL CLEAN OF WORK PERFORMANCE. AND COMPLETE A PRE ACCEPTANCE VIDEO INSPECTION OF ALL NEW SERVER LINES. THE CONTRACTOR SHALL PROVIDE THE CITY WITH 301 DAYS OF NOTICE FOR THE VIDEO ' 14. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF INSPECTION. ANY DEFICIENCIES SHALL BE REPAIRED BEFORE PLACEMENT OF FINAL THE CONTRACTOR. 77-IE WORK AREA AND APPROACH ROADS SHALL BE MAINTAINED IN A LIFT: CLEAN CONDITION, FREE FROM OBSTRUCTIONS AND HAZARDS. A COPY OF THE • CONTRACTORS CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK AREA. Project Location 15. THE SPREADING OF MUD OR DEBRIS ON ANY PUBLIC ROADWAY IS STRICTLY PROHIBITED AND VIOLATION SHALL BE CAUSE FOR IMMEDIATE CANCELLATION OF THE o PERMIT: THE CITY MAY AT ANY TIME ORDER IMMEDIATE CLEAN-UP AND STOPPAGE OF WORK TO ACCOMPLISH CLEAN-UP. CONTRACTOR TO COORDINATE WITH CITY ON AVAILABLE MATERIAL AND EQUIPMENT STORAGE WITHIN RIGHT-OF-WAY. ELEVATION DATUM IS STORM MANHOLE 09AIll WITH A RIM ELEVA77ON OF 449.42' BASED 16. EFFEC77VE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BEON RAVEN RIDGE ASBUILTS DATED APRIL 16, 2001. VER77CAL DATUM USED FOR ASBUILTS INSTALLED AND MAINTAINED MEE77NG THE CLEAN WATER SERVICES AND DEQ IS BASED ON A BRASS DISC IN CONCRETE LOCA IED 4' BEHIND THE NE CURB RETURN OF REQUIREMENTS. THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND SW 125TH AVENUE AND BULL MOUNTAIN ROAD,• HAVING AN ELEVA77ON OF 472.74: STOPPAGE OF WORK TO ACCOMPLISH EFFE'C77VE EROSION CONTROL, ' s 17. PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A STANDARD GRASS MIX; SHRUBS, FLOWERS, BARKOUST, EXISTING SIGNS, PAVEMENT MARKINGS, MAILBOXES, ETC. SHALL BE REESTABLISHED, REINSTALLED OR REPLACED, q WITH LIKE KIND AND MATERIAL. ? m 5 18. EFFECTIVE DRAINAGE CONTROL 1S REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN THE WORK SITE AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY AND THE RECEIVING SYSTEM IS NOT ADVERSELY IMPACTED. THE LOCATION AP CITY MAY AT ANY TIME ORDER CORRECTIVE AC77ON AND STOPPAGE OF WORK TO Cad GR1NR�QFSACCOMPISH EFFEC7VE DRAINAGE CONTROL. SSS J 63213E �U S, OREGONQ� 14,2 4 4 ATTENTION. Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those F PAUL N� rules are set forth in OAR 952-001-0010 through CZAR 952-001-0090 You may obtain copies of the rules by RENEWS: 12/31/2016 calling the center. (Note: the telephone number for the 4k Ore on Utility Notification Center is (503) 232-1987). Issue ®ate IELD SHEET o U Description Date ©. EERINQ DIVISION UKEEINIr By JIVEN C [ �PRTI�AEAITATTENTION:Notify NW natural at (503)220-2415 whenBID 017 0 16 1 APNexcavating within 5 of an existing high pressure gas S. 9! HALL BLVD. WATER GNUALITYmain. , OREGON' 972 3 FA (";"'ILITY REPAIR p r VOICE: 503-639-4171 � CALL. BEFORE YOU DIG FAX: 503-624-0752 1 r a ti.� ;���� � WWW.TIGARL)-OR.COV TLE N 1-800-832-2344 o.: COVER SHEET 94025 aESlt��d:APN DRAWN:APN CNECKIIN PRC)J. NO: 9404 NOTES: 1. WHEN RAINFALL AND RUNOFF OCCURS DAILY INSPECTIONS OF THE EROSION AND SEDIMENT CONTROLS AND DISCHARGE OUTFALLS MUST BE PROVIDED MAY BE USED SHORT TERM BY SOME ONE KNOWLEDGEABLE AND EXPERIENCED IN THE PRINCIPLES,PRACTICES,INSTALLATION,AND MAINTENANCE OF EROSION AND SEDIMENT ALL WORK SHALL BE IN ACCORDANCE WITH THE APPLICABLE REGULATIONS SPECIFICATIONS CONES AND REQUIREMENTS OF C17Y OF 77GARD CLEAN W/ UTILITY WORK AND W/ CONTROLS WHO WORDS FORTHE PERMITTEE. T I t MINIMIZE T CREATION OF ARE R NOF OBER 1 THROUGH MAY 1 EACH YEAR. WATER SERVII~ES R&0 07-20, THE OREGON STATE PLUMBING SPECIALTY CODE, AND UNIFORM BUILDING CODE. PHASING +�F DEVELOPMENT 2. CONSTRUCTION ACTIVITIES MUST AVOID OR M zE EXGAVA tflN AND R oN B G ou FROM OCTOBER � r 3. DURING WET WEATHER PERIOD,TEMPORARY STABILIZATION OF THE SITE MUST OCCUR AT THE END OF EACH WORK DAY, THE CONTRACTOR SHALL PERFORM ALL WORK NECESSARY TO COMPLETE L, I� 2 ETE THIS PROJECT IN ACCORDANCE WITH W PLANS INCLUDING SUCH C 4 SEDIMENT CONTROLS MUST BE INSTALLED NDMAINTAINED ON ALL DOWN GRADIENT SIDES CFTMECONSTR C TtON SITE AT ALL TIMES DURINGINCIQENTALS AS MAY BE TO MEET APPLICABLE AGENCY REQUIREMENTS AND OTHERS AS NECESSARY TO PROVIDE A COMPLETED CONSTRUCTION.THEY MUST REMAIN IN PLACE UNTIL PERMANENT VEGETATION OR DIRER PERMANENT COVERING OF EXPOSED SOIL IS ESTABLISHED. PROJECT. FLOW 5. ALL ACTIVE INLETS MUST HAVE SEDIMENT CONTROLS INSTALLED AND MAINTAINED AT ALL TIMES DURING CONSTRUCTION.UNLESS OTHERWISE APPROVED A SURFACE MOUNTED AND ATTACHABLE U-SHAPED FILTER BAG IS REOUIRED FOR ALL CURB INLET CATCH BASINS. J. T C N T P PR F PLANS W1 APPROVED SIGNS ON PROJECT SITE AT ALL TIMES. CHANGES 3 HE O 7RAC OR SHALL KEEP AN APPROVED SET O LAN 7N ALL OVE REVI O E OJEC T L ES , BA SHALL BE DESIGNED BY THE ENGINEER AND SUBMf77ED TO AGENCIES FOR APPROVAL. s. SIGNIFICANT AMOUNTS of SEDIMENT WHICH LEAVES THE SITE MUST BE GLEANED UP WITHIN 24 HOURS AND PLACED GK 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 DISCHARGE WITHIN THE SAME,24 HOURS.ANY IN-STREAM CLEAN UP OF SEDIMENT SHALL BE PREFORMED ACCORDING TO THE OREGON DEPARTMENT 4. Y TI H OR THE CONTRACTOR SHALL PROTECT AND MAINTAIN ALL EXISTING UTILITIES ON THIS SITE. AN DAMAGE TO EXISTING UTILITIES, WHETHER S .OWN of STATE LANDS REQUIRED TIME FRAME. NOT ON THIS DRAWING, SHALL BE REPAIRED / REPLACED AT THE CONTRACTORS EXPENSE, EXISTING SURFACE FEATURES AND FENCING SHALL BE REPLACED IN KIND, UNLESS OTHERWISE NOT ON THE PLANS. 7. SEDIMENT MUST N07 BE INTENTIONALLY WASHED INTO STORM SEWERS,DRAINAGE WAYS,OR WATER BODIES. +. u & SEDIMENT MUST BE REMOVED FROM BEHIND ALL SEDIMENT CONTROL MEASURES WHEN IT HAS REACHED A HEIGHT OF 1f3RO THE BARRIER HEIGHT, t¢ 5. THE CONTRACTOR SHALL HAVE ALL EXISTING UTILITIES LOCATED PRIOR TO STAR77NG ANY WORK, INCLUDING POTHOLING. „ +"I I c,a tt al AND PRIOR TO THE CONTROL MEASURES REMOVAL. -^----- 60" AREA DRAIN 9. CLEANING OF ALL STRUCTURES WITH SUMPS MUST OCCUR WHEN THE SEDIMENT RETENTION CAPACITY HAS BEEN REDUCED BY 50%AND AT 6. THE EXISTENCE AND APPROXIMATE LOCATION OF KNOWN UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE DRAWINGS WERE DETERMINED COMPLETION OF PROJECT. BY A SEARCH OF AVAILABLE PUBLIC RECORDS THE GOCA77ONS AND DEPTHS OF THESE UTILTS ARE FROM THESE RECORDS AND ARE SHOWN FOR CATCH BASIN 10. ANY USE OF TOXIC OR OTHER HAZARDOUS MATERIALS MUST INCLUDE PROPER STORAGE,APPLICATION,AND DISPOSAL. THE CONVENIENCE OF THE CONTRACTOR. NO RESPONSIBILITY IS ASSUMED BY EITHER THE OWNER OR THE ENGINEER FOR ACCURACY OR COMPLETENESS. 11. THE PERMITTEE MUST PROPERLY MANAGE HAZARDOUS WASTES,USED OILS,CONTAMINATED SOILS,CONCRETE WASTE,SANITARY WASTE,LIQUID WASTE,OR OTHER TOXIC SUBSTANCES DISCOVERED OR GENERATED DURING CONSTRUCTION. FLOW 7. CONTRACTOR TO NOTIFY 7) OUNTY AN UTILITY COMPANIES A MINIMUM OF 4 HOURS 2 BUSINESS DAYS PRIOR TO START OF wFLOW 12. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW MANUFACTURER'S RECOMMENDATIONS. Ci M C ," p ALL L. C 8 ) NUTRIENT RELEASES FROM FERTILIZERS TO SURFACE WATERS MUST BE MINIMIZED. TIME RELEASE FERTILIZERS SHOULD BE USED AND CARE SHOULD CONSTRUC77ON BY CALLING ONE CALL AT 246-6699 OR 1-800-332-2344 AND ALL OTHER APPLICABLE AGENCIES AND SHALL COMPLY WITH ALL . +� BE MADE IN APPLICATION OF FERTILIZERS WITHIN ANY WATERWAY RIPARIAN ZONE. OTHER REQUIREMENTS OF OAR 952-001-0010 THROUGH OAR 952-001-0090. =' *: 13. OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL 8. AFTER LOCATES ARE REQUESTED AND UTILITY COMPANIES HAVE PROVIDED LOCATES, CONTRACTOR SHALL POTHOLE TO 17-1E DEPTH OF THE .• 'lotTIxI so ;,-- FLOW MEASURES,IN ACCORDANCE WITH CURRENT CLEAN WATER SERVICES STANDARDS AND STATE,AND FEDERAL REGULATIONS. -� ---- 1 ACTIVITIES,THE CLEARING LIMIT VEGETATED BUFFERS AND ANY SENSITIVE AREAS SHOWN ON PROPOSED UTILITY TO VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PR/0R TO COMMENCING CONSTRUCTION AND PROVIDE THE CITY AND THE 14. PRIOR TO ANY LAUD DISTURBING AC71V 7 ES, E BOUNDARIES OF THE G S, EGET D . ci THIS PLAN SHALL BE CLEARLY DELINEATED IN THE FIELD.UNLESS OTHERWISE APPROVED,NO DISTURBANCE IS PERMITTED BEYOND THE APPROPRIATE INSPECTOR, 72 HOURS NOTICE OF ANY POTENTIAL CONFLICTS. CLEARING LIMITS.THE COWNERIP£RMITT£E MUST MAINTAIN THE DELINEATION FOR THE DURATION OF THE PROJECT. i NOTE:VEGETATED CORRIDORS TO BE DELINEATED WITH ORANGE CONSTRUCTION FENCE OR APPROVED EQUAL. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE RELOCA77ON OF BURIED AND OVERHEAD UTILITIES. ., *. 1•! '�* 15. PRIOR TO ANY LAND DISTURBING ACTIVITIES,THE BMPS THAT MUST BE INSTALLED ARE GRAVEL CONSTRUCTION ENTRANCE,PERIMETER SEDIMENT 10. THE CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES PRIOR TO BEGINNING CONSTRUC770N. CONTROL,AND INLET PROTECTION.THESE BMPS MUST BE MAINTAINED FOR THE DURATION OF THE PROJECT. DITCH I11.A� ( 16. IF VEGETATIVE SEED MIXES ARE SPECIFIED,SEEDING MUST TAKE PLACE NO LATER THAN SEPTEMBER 1ST:THE TYPE AND PERCENTAGES OF SEED IN 11. ALL EXISTING SITE CONDITIONS ANQ ELEVATIONS SHOWN ON 7741S PLAN ARE FROM AS-BUILT DRAWINGS AND A SURVEY COMPLETED BY ANDY PARIS INLET THE MIX AREAS IDENTIFIED ON THE PLANS OR AS SPECIFIED BY THE DESIGN ENGINEER. 1 I T P F THE CONSTRUCTION SITE.AN ROVED EQUIVALENT TQ RA N & ASSOCIATES. THE CON77?ACTOR SHALL VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS AND ELEVATIONS TO HIS OR HER SATISFACTION. 17. WATER TIGHT TRUCKS MUST BE USED o TRANSPORT SATURATED SfliLS FROM E coNs UG7 oN s T£ APP s D THE SOIL ON SITE AT A DESIGNATED LOCATION USING APPROPRIATE BMPS;SOIL MUST BE DRAINED SUFFICIENTLY FOR MINIMAL SPILLAGE. 12. ANY ALTERATION OR VARIANCE FROM THESE PLANS, EXCEPT MIN R FIELD ADJUSTMENTS NEEDED TO MEET EX/STING FIELD CONDIT/ONS SHALL T C" overlap Of I7CgS. 18. ALL PUMPING OF SEDIMENT{,ADEN WATER MUST BE DISCHARGED OVER AN UNDISTURBED,PREFERABLY VEGETATED AREA,AND THROUGH A SEDIMENT BE APPROVED BY THE CITY AND THE ENGINEER. NQIE5 CONTROL BMP(I.E.FILTER BAG). I 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 N P CONSIDERED DEPENDING ON SOI 13. ANY CONSTRUC77ON OBSERVATION BY THE CITY OR THE ENGINEER, SHALL NOT; IN ANY WAY, RELIEVE THE CQNTT SACT©R FROM ANY LJBLIGATION TO 1- DOES NOT ENTER A SURFACE WATER SYSTEM,ROADWAY,OR OTHER.PROPERTIES. PERFORM THE WORK IN STRICT COMPLIANCE WITH THE APPLICABLE CODE'S AND AGENCY REQUIREMENTS TYPES. 20. THE ESC MEASURES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS.DURING THE CONSTRUCTION ,THESE 14. APPROVED EROSION CONTROL MEASURES SHALL BE TAKEN. 77-1E CONTRACTOR SHALL PROVIDE ALL MATERIAL, EQUIPMENT, AND PERSONNEL 2. 810-FILTER BAGS SHOULD BE PERIODMEASURES SHALL BE UPGRADED AS NEEDED TO MAINTAIN COMPLIANCE WITH ALL REGULATIONS, I I To I REQUEST. NECESSARY TO MAINTAIN SUCH EROSION PROTECTION MEASURES. ANY DAMAGE CAUSED BY EROSION SHALL BE CORRECTED BY THE CONTRACTOR, STAKED WHERE APPLICABLE USING 21. WRITTEN ESC LOGS ARE SUGGESTED TO BE MAINTAINED ONSITE AND AVAILABLE DISTRICT INSPECTORS UPON 1"X2"WOODEN STAKES OR 22. IN AREAS SUBJECT TO WIND EROSION,APPROPRIATE BMPS MUST BE USED WHICH MAY INCLUDE THE APPLICATION OF FINE WATER SPRAYING;PLASTIC 15. DEMOLITION WORK SHALL INCLUDE REMOVAL OF ALL STUMPS AND VEGETA77ON DEBRIS CONFORMANCE WITH ALL REGULA77ONS AND PERMITTINGSHEETING,MULCHING,OR OTHER APPROVED MEASURES. REQUIREMENTS' FOR SUCH WORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. APPRC?V�D EQUAL PER BAG. FOR FURTHER INFORMATION 23. ALL EXPOSED SOILS MUST BE COVERED DURING WET WEATHER PERIOD. 16. ALL OPEN CUTTING OF EXISTING STREETS SHALL BE PATCHED WITH A.C., COLD (TEMPORARY) OR HOT MIX, AT THE CLOSE OF EACH WORK DAY. 3. WHEN USING 30" BIO-BAGS TO ON DESIGN CRITERIA SEE PROTECT A CATCH BASIN YOU MUST CHAPTER 4 OF CLEAN WATER TRENCHES SHALL NOT BE LEFT OPEN OVERNIGHT. HAVE 4 BAGS AND THEY SHALL BE SERVICES EROSION PREVENTION AND SEDIMENT CONTROL 17. ALL TRAFFIC CONTROL SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST ED177ON OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES OVERLAPPED BY 6". PLANNING AND DESIGN MANUAL. (MUTCD) AS MODIFIED BY TIME OREGON SUPPLEMENTS. 18. PROVIDE 18-G4GE TRACER WIRE FOR ALL NONMETALLIC UNDERGROUND STORM DRAINS, WATERUNES, AND SANITARY SEWERS. INLET PROTECTION {f�� �rw `/�-{/�j (/�j■( " u " TYPE Y w !'\/ 71M�:R� q� 19. ALL PIPE BEDDING SHALL BE 314 - 0 CRUSHED ROCK FROM A MINIMUM 4 BELOW THE BOTTOM OF THE PIPE TO THE SPRING LINE FOR PIPE �anW Services R R 1 R CH IFI NOTE IN THE TT? H CKFILL Our commitment is clear. DETALE THAN 18 DIAMETER, AND 6 MINIMUM FOR 18 DIAMETER OR LARGER. TREK BAC LL SHALL BE As o E ENC BA DRAWING NO. 915 REVISED 12-06 FOR SITES LESS 1 HIA CR C I X Services S DETAIL. DRAWING NO, 945 REVISED 12-06 Out commitment is clear. 20. A PRE-CONSTRUCTION MEETING 1S REQUIRED WITH ALL INSPECTORS PRIOR TO STARTING ANY WORK 21. CONTRACTOR TO LOCATE ALL EXISTING PROPERTY MONUMENTS PRIOR TO CONSTRUCTION. ANY MONUMENTS DISTURBED DURING CONSTRUC77ON OF THIS PROJECT SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR AT THE CON77ACTOR'S EXPENSE I SrO I W DRAM i ANGLE FILTER FABRIC FENCE TO ASSURE SOIL IS TRAPPED 1. ALL STORM SEWER PIPE SHALL BE INSTALLED WITH WATERTIGHT JOINTS IN EASEMENT AREAS. i l 2. BACKFILL MUST BE COMPACTED TO A DENSITY OF 95X PER AASHTO T-99 IN PAVED OR STRUCTURAL FILL AREAS. MINIMUM COMPACTION IN { 1 UNPAVED OR NON-STRUCTURAL FILL AREAS IS 90X 3, STORM DRAIN LINES SHALL TESTED ACCORDING TO THE REQUIREMENTS OF THE CLEAN WATER SERVICES. TESTING SHALL BE PERFORMED AFTER CONSTRUC77ON IS COMPLETED INCLUDING BACKFILLING AND COMPAC77ON OF BASE ROCK. THE DEFLECTION TEST AS DESCRIBED IN THE AMERICAN PUBLIC WORKS ASSOCIA770N MANUAL - OREGON CHAPTER IS REQUIRED. ALL STORM SEWER LINES WILL BE THOROUGHLY CLEANED PRIOR TO DOING ANY TES77NG OR VIDEO TAPING. INTERLOCKED i 4. N077FY CITY OF TIGARD INSPECTOR 48-HRS. PRIOR TO PERFORMING ANY WORK A'ND 2" POSTSTACH • A MN VIEW MTS USE STITCHED LOOPS a 3' minimum ("VER 2"x 2" POSTS NOTES: from toe slope. i. BURY BOTTOM OF FILTER FABRIC 6" I VERTICALLY BELOW FINISHED GRADE. 0 2. 2% 2" FIR, PINE OR STEEL FENCE PONS. N $ 3, POSTS TO BE INSTALLED ON UPHILL SIDE OF SLOPE. cp 4. COMPACT BOTH SIDES OF FILTER FABRIC TRENCH. v� 5. PANELS MUST BE PLACED p p ACCORDING TO SPACING ON i�"�t DETAIL NO.140 q NTS rz4 r FILTER FABRIC MATERIAL 36" WIDE ROLLS aLo 1 3 415 Oq g Cl an WMAXIMUM SPACING L1 FOR FURTHER INFORMATION itjON 4 OFI TERIA CLEAN WATER a FRONTSEE VIEW SERVICES EROSION PREVENTION NTS AND SEDIMENT CONTROL PREF PLANNING AND DESIGN MANUAL. `�R� F, N E6 ���� 4,�c'I `cF�A a>,� 321 SEDIMENT FCE anWatfServices ,S, OREGON Out commitment is clear. Fq Q a DRAWING NO. 875 REVISED 12-0 7, �� 14, Q 40 PAUL A RENEWS: 12/31/2016 Issue Dat® ENGINEERINQ DIVISION SHEET G"' za DR61VE Description Date 4. By PUBLIC WORKS DEPARTMENT NIFIELD 014 BI( 16 WUIT' ILIIREPAIR 13125 S.ICY HALL. BLVD, TTGARI?, OREGON 97223 OF VOICE. 503-639-4171 � FAX.' 50J-624-0752 WWW.RGARD-OR.GOv i .E NO d It [ FSION•AF'N DRAWN:A�� E . MW J• NO: 940, 4 'EmERAL INOTES & EROSION OOLC ►1'E , DETAILS 94025 `' t J. � t _ EV$77VG PROPOSM FOUND SURVEY MONUMENT @ STORM DRAIN MANHOLE STORM LINE 1000 CA TCN BASIN DITCH INLET STORM MANHOLE - \ .00 , VER RETAINING WALL ..-.'" "r••/ 1" �' CUL E 1' "•'�'�'7 j .,,• } ^, .,__$, ..�" `'."..' ,-'.�- '`: ��..••" ^^" �" .� � SIGN ice' E ❑ ELECTRICAL VAULT ROCK CHECK DAM rcRi3 TELEVISfON RISER Ttt { Q rm_-.. ,- __._,;..,. ,..• � . COMMUNtCA 17©NS RISER .._._.e..-.- •--- PLUNGE POOL 1 .... MICS IR GA 11ON CON 7ROL O RM 2 39 W 67.80 A R M R �- �-�-•- INLET PROTECTION W TE £TE ' 09Do:,Eva (ca sroI tArrraoLE w WATER VALVE f N o SEDIMENT FENCE FUEDYA-TfR'- X FENCE AS NOTED EQ r"toe As_ rs _ _ _.. .,-. STTAA to08.8 .SWAEA ; $ r - , SQ STORM DRAIN LINE r@"STAtN INVERTS 14 CEUr 450.0 FG FINISH GRADE SPOTT IE IN S =360.06CAC -.1 (0S LE 10 r STA 1+81.2, 65r R ELEVATION YE OUT E=359.8�i CALC # N 88 3 t _ . 7 f 1 � ) , . e. , . ..,., . 23 W 20.32, -. .� „ _ �- . _ .-,..,-•w .�--^ ... ,' � ,r �, RETAINING WALL { `� ..r-�-- .--- r , ' � ,-'� ('Ar WALL, CENTER) _,.___..,, ; f , _.. CONTOUR - 1 INTERVAL - - 480 -::: y, ,,_,.,,; -450- CONTOUR 1 INTERVAL V /.. — DS � Sp .l JS _, � SSD � ", ..�.,.,. . �.,. .� .,.----:- �...,,.� .. _w �,.::.--` ,.�- r�••'r+'c�„ � s Q.i.P SWALE-B - s.g 2-h 15 a OLIMALt -- / . r '' s SPOT ELEVA77ON .. .... SWALE CENTERLJNE _ - - - - - - - - e 1r WALE CENTERLINE � - w , S �. ,� _,_. - - - - - - EDGE OF SWALE BOTTOM -- -- PROPERTY LiNE - - a * 4 - 'i / w j 4: f r tt 1Q 7. f :, ,I Q-I ,.J', /f , ::<. "' , . / r ..-�-C"xP•, • i8."""'"�► '/ / /` . .r .4 367.75•, F ,,r..-••' � ,.:-r 1. Existing bypass piping within facility to be removed by City crew Pr ior to construction.'6 Z t 101) , STA 1 7; Q,° 5 21 R 09DO68C SAT WALL CENTER) DiTCH rrr Co 3597 FC06SL1hE 358.83' �; • N TOPor ct�ArE 3s€r•,1r , :. .� � / _ - �--' ,. f. Connect to existing 12 DI storm pipe. Extend pipe at existing tone and grade, IE our(12-. Vr) 358. Contractor to verify existing grade and notify engineer of any discrepancies. o ,., o f,` '` "v ,\."".►"" - 36 .50 1FG Lr) ,, N 2. Install 48" flottop manhole. See CWS Detail 050 on sheet C400. {. .�•"'' F J. install Plunge Pool. See detail on sheet C400, `= 361 3 i 5 S - c- >< 361,10, -- - 4. Regrade and reconstruct Swale to allow positive drainage to outlet. See spot sroRh! MANHOLE 1p " ' elevations on this sheet and cross sections and CWS Detail 700 on sheet 0401 for SCALE" — 1O f�= sC' ( ' ,,• - Swale construction detail. WV IE IN (12", E) 1 . -3576, IE IN (18, U)=35Z5' » p psi concrete filled trench. See M 5. Install 12 wide, 5 deep, 148 lineal foot, 3,000 IE OUT(T8»• S)=357,4` l t7 5 D 7D _ c _ 4 "j section detail on sheet C401. WA N NEAREST : w 367 STA 0. 3962, Z55�' R 6. Install inlet protection. See CWS detail 915 on sheet C101. N ' DOWNSTREAM 6 v� - ' ;.,' (AT WALL CENTER) BASIN 7. Install sediment fence. See CWS detail 875 on sheet C101. t 8. Install rock check dam, 4" high, 18" wide with J=4" quarry spalls. , w v 0�►�.�.E IA PLAN ,4ND GRAaIidEROSIONAND �� �� }� CONTROL PLAN s. Existing boulders to be reused ,n new plunge pools or moved outside of Swale SCALE: 1"=10' channel. 10. Protect existing fence. 370 CLASS A, 8ACKFILL J70 11. Protect existing slope. SEE CWS DETAIL 5904 12. See sheet 0401 for section detail. ON SHEET C400 ' LU � 13. Existing irrigation control box. Q) Lo �0 q^p 14. Existing irrigation meter. 368 Q Lo368 A _ 366 �� * ��.. 366 rid (1)13: y 364 rn v J64 h \ a toc) Tor'Nl 1 362 362 EXIS77N(;'F' GRADE cc 360 360 z � k t,` o 14 r 001PLUNGE POOL r04 358 XtST'fNG PROPOSED GRADE �� � 358 ;L 8 LF 12 01, S==0.75 '_ _44_4 Q k o PROPOSEELEVA 110N w �D PROF Fig FS EXIS77NG F EVA IIIOIV AT SWAL,17 8. 1 LF 12" 131, 5 7.03 w AT SWALE 356 356 63 PEit c U CJ ^ �� oU N t N Q t4 ? N Cl C3) CO t . # 4� i\ � ;4 00 Q) tip r� . N N"; w *; N ua h ^ r� rn �, OREGON �i Cd tri vi c Ica ; c; © «Q of cam 0i ' (3i 0i 0i c Cr's c» cS � SOT 14,�p� �} M F�PAUL N� U 0+00 1+00 2+00 RENEWS: 12/31/2016 9 SWALE A PROFILE Issue DateSHEET a 4 SCALE: 1"=10* HORIZONTAL Descri filar ®ate o. Ey � IER Nth DIVISION # 1E L 1 V E -2 vERTICAL " UC WORKS DEPARTMENT 0200 BID 07 07 16 1 APN 016, U A A J E T312L I T R E P A 5 ,S REG(? 223 o .W HALL BLVD. WATER %x ALITY FA y VOICE: 503--639--4171 �"} x 4 F 503-62-f-0752 '► ALE PLAN . PROFILE WWW. OV FILE N ©ESIPI:APN ©I��► N:APn� CHECK: MWPIt7.t. NO: 940,.34 GR D1 C ER ION" I C 0 IN'TROO. PLAN 94025 f e' F. DOS77NO PROPOSED + + FOUND SURVEY MONUMENT STORM LINE _ ' STORM DRAIN MANHOLE " CATCH BASIN DITCH INLET STORM MANHOLE > CULVERT END RETAINING WALL _ s, +t SIGN Aro ELECTRICAL VAULT ROCK CHECK DAM CR ! TELEVISION RISER _.. ... .._ Yom' �. -,:, TR „ s " .r 1 �n C� COMMUN/CA TIONS RISERPLUNGE POOL ., _f __ �p OX __. � .; ........ ....... . "",�..- r- D iR GA QN CONTROL B ' __ - , , 1 ! o 1 N - ,. is CI WATER METER 88 32 39 W 67.84 -- wv INLET PROTECTION 00 ftf- 1 ,r STORM MANHOLE WATER VALVE ' ..,. -.: n -," . "" , SEDIMENT FENCE t7LLEt? �, - .:,, , ,� N o STA 1 08.8 SWAB A R= t.zu- A ._,. r , ;: 4. f : - X- FENCE AS NOTED _ - 'u* 1--R= rrt �..,.<;. . ,,,' f _ ,.... 11 STA 1 tOQ SWALE E .,Rr5 Vin. , � 11 L t2,24 . CA tlLATEU V, AJC US ^� ( V! — a R " H ,r �'" 155 5Q D.3T STORM DRAIN LINE t ,. ... : .. . ` u, ,r�""� ,.- _ �., � �, S� 450.D FG FINISH GRADE SPOT 1E rry (W)=360.06 (dace) ., , �,.. .,..'� r _ _. ._�: ,� ._.. _. -�'� -r- `./ .-'" '' "+_ + „ ELEVATION OUT(E)-359.86' c�cc N 8820.32'/ . - () ( 1 32 3t W 36(J 5O FG. -. �., ._. ,�"""' '� .r RETAINING WALL . / ,' = r _ _ - - - _ _._ , _ ._-_ ,: � .- ,' ' „ .,.:' ._, . .x... _ ._._._. __-__ - °' -"--- •-.., ,,,. .- ..,- ..,. 450 CONTOUR - 1 INTERVAL f - -454- - CONrOUR - 1 INTERVAL — 4S SD` r S SSD . r',.�.rww «' . :.:�.... ... ' -r �..�.._ - \ ." �rrx..r► r �' .+`` �. i 4* . 1 83' .nom.. . ......�. 215 t OUTFALL - �/ ., k SPOT ELEVATION SWALE CENTERLINE rvw ( - - - - - - f - - - �� 359.66 -~ ., _ ~ - r t SWALE CENTERLINE P - - - - - - EDGE OF SWALE BOTTOM I .3 5O F .01 „• �>- -PROPERTY LINE ` RC ! w v0000l r 1. Existing bypass piping within facility to be removed by City crew prior to construction. w w .00 S r - ttc D17CH !PALET ell FL(1FM2JtdE-358.83' -tfS - TOP OF CRATE'=36x.31' IE OUT 121, w=358.1` ' . ,. ' . a' / ,/ ' -- ,. J. Install Plunge Pool. See detail on sheet C400. ( '"�'�` , r ..- . = ' ' =, r _, �^”"" ', 4. Re rode and reconstruct swole to allow positive drainage to outlet. See spot �►A to ✓ ! 4 ,,.. ,.;,,` ,, , 6 >, elevations ars this sheet and crass sections and CWS Detail ?QQ on sheet C401 for swale construction detail. '' 6. Install inletr otec ion. See CWS detail 315 on sheet C101. 090416 STORM MANHOLE RiM-363:sa' ( - SCALE: 1" = 10' 7. Install sediment fence. See CWS detail 875 on sheet C101. 1E 1N (12, E)=357.6' WV " .. 1E IN (181, �v) ssr. ?Q +. ; r' ^• °-" ,.� 8. Instal/ rock check dam, 4 high, 18 wide with 2 -4 quarry spalls. 1E our(18, S)=357,4, CR � , 10 S © 10' _ _. 1Q Protect t f , existing fence. 1 11. Protect existing slope. .'"A- 12 See sheet C401 for section detail. SWALE B PLAN AND GRADING AND EROSION CONTROL PLAN SCALE: 1"=10'- 372 372 STA 0+00 EXISTING 0" WQ MAN LE RIM=J68.6 IE IN (8" )=360.06 370 1E OUT (8' W)=359.86 370 \ 368 368 366 36 364 44 Js EXIS 77NG GRAQE \ �j c� 362J62 STA +0&8 SIVALE A 4 WSLA +00 SWALE B v3w ... 92 i PROPOSED GRADE 360E ISTIN G va W 360 PROPOSE ELEVA nt)N 0 72x EXIST7NG EL VATtON STA 1+20, INSTALL 0 PRO��Ss " AT SWALE A T SIA ROCK HECK DAM ..� \�,�F �o �GINe 'G � PLUNGE FOOL -_358 358 � 6 321 PE � j rye N CT1 Opp (gyptfj F oREGaN� , . 14 PAUL g 2+10 2+00 1+00 ,,# RENEWS: 12/31/2016 41� SALE B PROFILE Issue DateSHEET SCALE: 1"=10' HORIZONTAL Description Date o. Py UBLICERINt� DIVISIONEPI D I V E 1"=2' VERTICAL .IC �R�� DEPARTMENT � 0201 BIL? 0710 716 1 APN 13125 TIGARD, HALL BLVD. �1' �` I 1 TREPAIR wr VOICE. OREGON 97223 t F 4 VC7IEE.• 5013- ,33-4171 2 0 c° FAX. 03-OR.G7V ALE R PLA PROFILE 7 WW .T7G�aRL�—OR. aV kQ �R C I t AN ER I ONTRC L PL ,�E Z11 ©ESItI:AF"/V DRAWI�:APN CHECK: IVw PlOJ. ala: 940,34 ©25 ri SOIL PREPARATION (W..Q.F.) PRIOR TO PLAN77NG, THE SOIL IN ALL PLANTING SITES WILL BE PREPARED IN 1' ACCORDANCE WITH THESE PLANS AND GWS GUIDELINES. 2. THE SUBGRADE SHALL BE 77LLED TO A MINIMUM DEPTH OF 4", AND A MINIMUM OF __—-- - 12" OF' WEED-FREE COMPOST-AMENDED TOPSOIL SHALL BE ADDED. " - - COMPOST-AMENDED TOPSOIL SHALL HAVE THE FOLLOWING CHARACTERISTICS TO ENSURE A GOOD GROWING MEDIUM: 'f A) TEXTURE - MATERIAL PASSES THROUGH ONE-INCH SCREEN. B) FER77t1T'Y - 36,E ORGANIC MATTER 3. IQO ADDITIONAL FERTILIZER IS TO BE ADDED TO THE PLANTING SITES OR PLANTING 1 Y WATER QUALITY FACILITYW. .F. PLANTING NOTES � f 4. IMI THE T1?E4TMENT PLANTING AREA ARE TO BE _._ + x ## r-## - ALL AREAS BEYOND THE LIMITS OF HYDROSEEDED WITH THE FOLLOWING SEED MIX. '�" '�' k' WATER DUALITY FACILITY TRA . CT SEED MI k, t k `* # DWARF TALL FESCUE - 40> DWARF PE RENNAL RYE - 3D CREEPING RED FESCUE - 25 ,._,... . + # COLONIAL BENTGRASS 5 x • # # } # # .+ # __.,. # t '� # # �` -� i APPUCATTON RATE 120 POUNDS PER ACRE 4S SDs S SQ }tvw • i k.,. .. "E. ## #.,} x 4 x} x a x x-# x# x t. x #} x* .}.# x #h x k ♦.:R.# �t } x}.. � x x# .1.^`t t : POST—PLANTING Pf { T PL` TINCEROSION AND WEED CONTROL { . x k. . # -{- # # LAYER FORGANIC � ..-�'� } k-« 5. THE ENTIRE PLANTING SITES WILL BE MULCHED WI7N A 3 DEEP LAE O Y # } # t i MULCH TO PROVDE FOR WEED AND EROSION CONTROL. THE MULCH MATERIAL } r • # # # SHALL MEET GWS STANDARDS. THE MULCH WILL BE RAKED SMOOTH THROUGHOUT # # i / THE ENTIRE PLANTING SITES BUT /T MUST NOT COME IN CONTACT WITH PLAN -}- J STEMS. 41, }T "* "t#x# XXt#:.fix + s} #k i FMAINTENANCE # .- WATER QUALITY FACILITY (W.Q. .) NOTES }# i i*" } } # x "' # i 6. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING AND MONITORING THE WATER QUALITY FACILITY IN ACCORDANCE WITH SECTION 2.11.2 OF R 07-20. # }} t i x +* t ., } k T RESPONSIBILITIES INC UD BUT ARE NOr LIMITED TO MAINTAINING AND + -{- ## *,«. x#} ## # #} #t# #, ## } HESEINCLUDE i #.«#k. _ }} #, #.•# t# ## MONITORING THE FACILITY FOR A MINIMUM OF 1 YEAR AFTER THE FACILITY HAS 1 ! R MM"rt x..xJk #_ M x#,`# #x,+• "'##x x} # #x 'x BEEN INSPECTED AND DEEMED COMPLETE. 90 SURVIVABILITY RATE OF PLANTS E - •.t k }# x## i,,, ► # #} * # # -« - WILL BE REQUIRED AFTER ONE YEAR. CITY WILL MAINTAIN FACILITY AFTER +##### ## + } �- ,.«, MAINTENANCE PERIOD IS COMPLETE. ✓ k u I + or/.' -: t Y MM^✓ o _J ' Q� CITY OF TIGARD. BRIAN WHEATLEY. PH. 503-718-2610. Gf G TAGT� t'< s; '#*' �" ##*i -' ,; GENERAL MAINTENANCE NOTES (WATER QUALITY FACILITY) t . a5 ' x. .. + + -{- �"`.;' , SCALE: 1" = 1 Q' Z A TEMPORARY /RRIG477ON SYSTEM WILL BE USED DURING THE 2 YEAR MIN. ; * �: 4 , ;�" , �,. .:. '"� -� - , MAINTENANCE PERIOD FOLLOWING PLANTING. IRRIGATION SYSTEM TO 1" WH17E �, lPOLY PIPE PLACED BELOW GROUND. SPACING OF HEADS TO PROVIDE COVERAGE 70 5 a 70' OF ENTIRE WATER QUALITY FACILITY AND BUFFER PLANTING AREAS. IRRIGATION TO CONNECT TO DEDICATED EXISTING IRRIGATION METER. 6. ALL PLANTS IN THE PLANTING SITES ARE TO BE WATERED AT A RATE OF AT LEAST ONE (1)INCH PER WEEK FROM JUNE 15 TO OCTOBER 15. WATER QUALITY FACILITY PLANTING PLAN SCALE: 1"=10' WATER QUALITY FACILITY PLANT SCHEDULE HERBACEOUS PLANTS WATER DUALITY FACILITY TREATMENT AREA (WATER QUALITY FLOW HEIGHT,): 1,545 SF SYMB BOTANICAL NAME COMMON NAME(S) MIN. SIZE/ TYPE QTY. SPACiNC NOTES {i ;k*4CAREX 4BNUFTA SLOUGH SEDGE 6"x 1"DIAMETER PLANT AS AN EMERGENT ## # ## x ROOTED PLUG 090 6 MIXTURE, MIXING SPECIES #}x "x 1"DIAMETER RANDOMLY THROUGHOUT JUNCOS PATENS SPREADING RUSH ROOTED PLUG 3,090 PER SF # #+# AREA, PLANTING GROUPS z ## `# 4"x 1" DIAMETER OF 5 PLANTS OF SAME ###x x# « CAREX ROSSI LROSSI SEDGE 3,090 TOTAL SPECIES TOGETHER. ROOTED PLUG Q 4 q SHRUBS WATER QUALITY FACILITY AREA. 4, 1.20 SF h SYMB BOTANICAL NAME COMMON NAME(S) MIN. SIZE/ TYPE QTY. SPACING MIN. HEIGHT w i' PHILADELPHUS LEWISII MUCK ORANGE 27 1 CAL. CONTAINER 51 4-5'O.C. 2' UG CORNUS SERICEA REQ-OSIER DOGWOOD 2'I2 GAL. CONTAINER 51 4-5'Q.C. 1.5' AL ELANCHIER ALNIFOLIA SERVICEBERRY 27 1 GAL.CONTAINER 52 4-5'O.C. 2' SYMPHORICARPUS ALBUS SNOWBERRY 27 1 GAL.CONTAINER 52 4-5'O.C. 1.5' w2 �4 Q a� na R4 TREES WATER QUALITY FACILITY4REA; 4, 120 $F 4 SYMB BOTANICAL NAME COMMON NAME(S) MIN. SIZE/ TYPE QTY. SPACING MIN. HEIGHT ��F&D PROFFs�j PRUNUS EMARGINATA BITTER CHERRY 27 2 GAL.CONTAINER 14 10'Q.C. 2' mac' ' 63213PE U (�..�/+ RHAMNUS PURSHIANA CASCARA 2'I 1 GAL. CONTAINER 12* 10'O.C. 21 OREGON /0 FSO � T Z- a + AGER CICI11tATUM VINE MAPLE 2'I 2 GALT. CONTAINER 14 10'O.C. 2' ?4, F0b "q PAUL N * TREE COUNT REDUCED BY 2 SINCE TWO EXISTING TREES WITHIN FACILITYWILL REMAIN. RENEWS: 12/31/2016 IN- I Issue Lente SHEET I �G DIVISION I L.C I U Description Ilan C?�It+ ?. / I UISLtG WORKS DEPARTMENT 0300 FC W QIfl 07107116 1 APN . TIG125 AR SWR OREGON 9 HALL B7VD.223 WATER B7VD. I L LT`Yff D, OF VOICE.- 503--638-4771 � d FAX,- 503'-624-0752 Ow m WWW RGARD—OR.GOV ILE N DESIGN:APN ©RA►WN:APN'1G-HECK: M w PROD. NO: goo T + C LIT ( FACILITY PL TI PLAN 94025 LOCATE FRAME AND COVER PRE CAST %* CONICAL p #p p p + OVER LEDGE OF AT LEAST" HOLES:(2) SANITARY NOTES:. LJOINTS AND RUBBER GASKETS SHALL RUBBER GASKET ,2' IN WIDTH COVER ONLY CONFORM TO THE REQUIREMENTS OF ASTM 0433. 2. ALL MANHOLE SECTIONS SHALL CONFORM FLAT TOP TO THE REQUIREMENTS OF ASTM C-478 � KNMOUTS 1" FLAT FACE LETTERING AND APPLICABLE PROVISIONS OF STANDARD (OPTIONAL) ° (RECESSED FLUSH) MANHOLE, DRAWING NO. 010. , 3. STEPS REQUIRED ON FLAT TOP MANHOLES DUPER THAN 48 6e DIA. : 0 0 17 N MAXIMUM 27' ' •a . :A ANDA I FRAME AND COVER OR 16F — TOP t TO OF CA NSCD1.'t#?DRAWM M 1O-SA/ST p OF FIRST STEP WATER104T FRAME AND COVER. �" o SET FTRAME IN NON-SHRINK GROU 49' t11 NOTES A T wADE Rim (2",4'm 6")r SET 'S' RUBBER GASKET 1. RALL PRE-CAST€QUI €M€NTS OF ASTM MANHOLE SECTIONS SHALL CONFORM TO THE • # Mme-AXIMM SHRINK OUTS (1) OPEN RUBBER GASKET FLAT TOP WKH{OLE 2. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY REINFORCEMENT STRENGTH OF 3044 P.S,I. AND SLUMP OF 2" TO 4'. "' (16) 3/4- OR 3. ALL JOINTS SHALL BE SEALED WITH PRE FORMED GASKETS STANDARD ECCENTRIC HOLES AS SHOWN SUCH AS KENT-SEAL NO. 2, RAM-NECK, OR AN APPROVED "' 36' CONE SANITARY W DIA. EQUAL CONFORMING TO FEDERAL SPECIFICATION SS-SOO210. PLAN VIEW COVER BACK STANDARD MANHOLE FLAT TOP REINFORCEMENT 4. ALL PIPE CONNECTIONS TO MANHOLE SHALL BE WATERTIGHT. " 2#-3 4' 5. PIPE CONNECTIONS OF 24" OR GREATER SHALL REQUIRE A MANHOLE AND CHANNEL DETAIL. #6 BAR AROUND OUTSIDE OF OPENING 6. PIPE CONNECTIONS OF FOUR OR MORE MAINLINES SHALL . MANHOLE STEPS S€L* �* 24 3/4" DIA. #6 DIAGONALS BOTH SIDES OF OPENING REQUIRE A MANHOLE CONNECTION AND CHANNEL DETAIL. < S70 DRA G NO. 100 . w w #6 6' D.C. BOTH WAYS 7. PROVIDE A MINIMUM OF 8 OF INTACT(UNDISTURBED) r MAI+40LE SECTION MANHOLE WALL BETWEEN PIPE BREAKOUTS AS MEASURED (VARIAKE Y-4") + 22' ON THE INSIDE FACE Of THE MANHOLE. . 1/4» 7/�» s. BREAKOUT OF WALL FOR PIPE SHALL BE 2" MINIMUM AND � + t� 25" 4" MAXIMUM CLEAR OF PIPE WALL, '' 27' p 9. THIS DETAIL LIMITED TO MAXIMUM INTERIOR DROP OF 24' ti FOR SANITARY CONNECTION AND 48" FOR STORM 25 r CONNECTION. -FT : $" tiM u9 _.yam 4r 1" 10. WATERTIGHT/TAMPER PROOF MANHOLE FRAME AND '. » _ COVER SHALL BE USEDINALL EASEMENT AND OFF ' 2 7/$ �" �� STREET AREAS. w 3' 7' i 1 '/2„ 48'"MIN. 7 1/2" SQ. Mae" 12' LEDGE 3" 3. PICKNOLE DETAIL < ) 2 . FROM TOP 22 1/2" DIA. /FT TYP. R TO araHccE SECTION 24-1/2- ECTIQN VIEW iO D. PIPE SMOOTH nwaH CHANNEL.TO '`R *"e 9'� 1 8' LJMCONCRETE NOTES: 3j4 VERTICAL HE104T OF PIPE 1. SUBURBAN TYPE NOT FOR USE IN TRAFFIC AREAS OF COLLECTOR AND ARTERIAL STREETS � ,�';�',,. ,3,4�';'. mow;+,•.M�k '«::�tf,.,' * ", *,' 2. COVER AND FRAME SHALL BE GRAY CAST IRON ASTM A-48 CLASS 30. SEE DETAIL#110 FOR MANHOLE FRAME SPECIFICATIONS.UM OF ►-D' ACTED "--? •.».'', ' 7 MINIMUM ".^ BASE MATERIAL . COVER AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND. a• " 4. NOTCH LID FOR LIFTING HOOK, FLAT TP MANHOLE STANDARD D IAHQLE 1SUBURBAN ANS STANDARD STORMWATER MANHOLE AND COVEq4; ;Sr���c vC � erviceS Our commitment is gloat. r commitment ' _ zs _ Qn itam c is clear Out ca tmmost is clear. Our commitment is clear. DRAWING N0. (15Q REVISED o2 D3 DRAWIf�G NO. Q14 REVISED-02 tI3 F2AIN Nt?, 11{1 SANITARY REVISED t2-3& AWING No. 12o REVISED ,2-06 DR , , SIDE # SLOPE A - A CLASS "B" CLASS $'A„ tT SURFACE RESTORATION MOUND EXCESS NATIVE MATERIAL AS SPECIFIED OVER TRENCH TO ALLOW FOR SETTLEMENT PLAN VIE)Y ilk 12' NATIVE TOP SOIL ♦ *w; `. fi IF TOR SOIL EXISTED �'�� 1, "+ 95 COMPACTION 90%COMPACTION PRIOR TO EXCAVATION. a' WITHIN 48" OF r SURFACE ' t aid k, -^ Z + " PA --C'—) UNDISTURBED �,. EARTH--p 1& 1 UNDISTURBED W 4 7 MATERIAL-_-;I TOEkYALL FOR EARTH —t__ IMPERMEABLE GEOMEMBRANE SURFACE PERMANENT PLUNGE POOLS �jECTJQU A_ -A w VARIES 3/4"...r r DEPTH ' QNSTRtLCTION SPECIFICATIC?NS ,' '. .:;.:, ';*"•. , 1. USE CLASS 50 RIPRAP. 3/4'_0 CRUSHED ►* a,*;i #�'. ' * "•" ,w 1 2 PIPE i " ' 4J ROCK #+� �.► � 4 PIPE ZONE '�* * '.* ` • i G.D. PLUS 6' 2. PLACE 50 MIL IMPERME rzABLE GEOMEMBRANE AND PROTECT FROM PUNCHING, CUTTING, ;• " , +•. OR TEARING. REPAIR ANY DAMAGE PRIOR TO BACKFILLING.-EXTEND GEOMEMBRANE **, . *,.• «'��, 15 INCHES ABOVE PIPE INVERT AT PLUNGE POOL EXTENTS. c� o o d> o 3. PREPARE THE SUBGRAQE FOR THE PLUNGE POOL TO THE REOUIRED LINES AND 3/4'-Q o t) o 00 GRADES. COMPACT ANY FILL REQUIRED IN THE SUBGRADE TO A DENSITY OF PIPE BEDDING C 4: a 00%o 0 � s APPROXIMATELY THAT OF THE SURROUNDING UNDISTURBED MATERIAL. ' 00 O a0 000 10 o° °t� z w 4 4. EMBED THE GEOMEMBRANE A MINIMUM OF 12 INCHES. a o 5. STONE FOR THE PLUNGE POOL MAY BE PLACED BY EQUIPMENT. CONSTRUCT TO THE TRENCH STABILIZATION: C1 FULL COURSE THICKNESS IN ONE OPERATION AND IN SUCH A MANNER AS TO AVOID 1/2 PIPE O.D. PLUS'4" MIN, FOR PIPE SMALLER THAN I8" IF REQUIRED, TRENCH STABILIZATION m 1/2 PIPE Q.D. PLUS 6" MIN.FOR PIPE 16" AND LARGER SHALL BE SPECIFIED SEPERATELY DISPLACEMENT OF UNDERLYING MATERIALS. DELIVER ANI? PLACE THE STONE FOR THE AND PLACED PRIOR TO PLACEMENT PLUNGE POOL IN A MANNER THAT WILL ENSURE THAT IT IS REASONABLY OF BEDDING MATERIAL w HOMOGENEOUS WITH THE SMALLER STONES AND SPALLS FILLING THE VOIDS BETWEEN THE LARGER STONES. PLACE STONE FOR THE PLUNGE POOL IN A MANNER TO NOTE: PR EVEN DAMAGE TO THE GEOMEMBRANE HAND PLACE TO THE EXTENT NECESSARY. ALL OMPAI TTION REQUIREMENTS PER �&D OFA NAA HTO T-99 AND ODOTIAPVVA SPEC 00405. `�S`/ wQ 6. AT THE GRADE; PLUNGE POOL OUTLET, PLACE THE STONE SO THAT IT MEETS THE EXIS77NG ��� F�G�Ne�A aI-P 63213PE 7 MAINTAIN LINE, GRACIE, AND CROSS SECTION. KEEP OUTLET FREE OF EROSION. TRENCH BA , FIL REMOVE ACCUMULATED SEDIMENT AND DEBRIS. AFTER HIGH FLOWS INSPECT FOR SCOUR AND DISLODGED RIPRAP. MAKE NECESSARY REPAIRS IMMEDATELY. DETAILS aeanWaterServices � J, OREGON � o REVISED 12-06 �c7p �A� 14 DF2A4111hlG NO. 590 �1tr commitment is clear. N� PLUNGE POOL DETAI'l. PAUL � Nis RENEWS: 12/31/2016 Wow Dat ENt I ER DIVISION DRO" SHEET Description Date o. SY PUBLIC WORKS DEPARTMENT IELD � C400 BID 07 0 6 1 APN U A 13125 S W. HALL IfD, I C;" I 11 `I TIGARD, OREGON 977223 I o F VOICE.' 503-539-4171 oFAX 503-624-0752 7 6 WWW.TIGAR -c R.cOv .E N a zz D Ie :APN DRAWN: C M J. NO: 94034 DETAIL SHEET 94025 It CCNSIRUCTION EXISTING FENCE 1. Walter Quality Swale shell be ova-excavated and filled to flnW grade with 12-inch Topsoil amendments shall be gardon compost,not conventional tbtillzer amendments. GROWING MEDIUM - 1' DEPTHEXTEND SLOPE TO 2, A biodegradable E3rosion Control lit shall be placeci over the topsoil throughout the EXTEND LINER ALONG MATCH EXISTING GRADE x i swelel emu section,fibic shall be held in place in accar6nos With the mazu&ctw&s CONCRETE TRENCH 361.10 FG instellation requi ts, Amhor spacing Shall be based on 3 fps flow over the fabric, EXTEND SLOPE TO 15" ABOVE SWALE x a. Tratn=t hi MATCH EXISTING GRADE BOTTOM ELEVATION 360,35 FG -high-density jute jt Ijut Plus or approved equal) 25-YR STORM X b, All other -low-density jut (Econojute or other approved d equal) ELEVATION I 3. 2.5-3 incites of 2%1"river run rosy shall be placed over the matting evenly throughout the MAX. WATER QUALITY xlatigth and wift ofd sw , FLOW HEIGHT J60.02 FG 0 .99' 359.60.FG 3 ,: 4. Plant materials shall be placed in accordance with the plan and plant table as shown on ��� approved plans. EXTEVD LINER j 5. The water quality swale treatment area plantings can be deemed"substantially complete" 15" ABOVE tl�h of 3"and SWALE BOTTOM � SWALE BOTTOM=359 101111-: 1 _. Once 33t1Y8 n occurred to n average plant density is t ELEVATION -.. average e of approx.6 planta(minimum 1-inch plugs or pas'square toot. 1, 6. The flracility shall be domed acceptabte to begin the maiate nanoe periost when plant growth 2. 5.5' SWALE 2, 2.25' 1 and density matches tate Bngir ces design as shown on the approved plana and all oth BOTTOM (VARIES) 4 1' requirements have been met., The onginor must catify the facility to be flinctional,in 50 MIL, HDPE SMOOTH LINER s000rdanoo With the approved plan desip to begin the two-year maintenance i . INSTALLED 1' DEEP. 1' WIDE, 5' DEEP J,000 PSI CONCRETE MAIN'.t"IiNANCI SECTION A-A, STA 0+80 FILLED TRENCH 1. The pormitto is responsible for the maintenance of this facility for a minimum of two following cure and: of this flrciity per Chapter 2. NTS 2, Irripd n is to be provided per separate irrigation plan as approved. Note: tion needs are to be met using a temporary Irrigation system with it tin=during the drySys should be win the wet n to urs longevity and paid against, from freezing tatzIparawres.Water source shall be as shown on the approved plans, EXISTING FENCE 3. Engineer or Owners Representative is to visit and evaluate the site a minimum of twice annually(Spring and Kali). The landscaping be evaluated and replanted as necessary g to ensure a minimum of 80%survival rate of the required vegetation and 90%norial EXTEND SLOPE TO EXTEND SLOPE TO omwage. Non-native,invasive plant species sball be removed when Occupying more than MATCH EXISTING GRADE 61.75 FG 1 MATCH EXISTING GRADE x 20%of the site. 25-YR STORM 4. IU facility shall be re-excavated and planted if siltation greater than 3 inches in nth; ELEVATION x ocam within the two-year maiiitonance,period. MAX. WATER QUALITY FLOW HEIGHT 360.46 FG 0.5' 0.90' 360.06 FG x DATER QUALITY SWALE CONSTRUCTION MAINTENANCE NOTES t 4. EXTEVD LINER 15" ABOVE Y4LE BOTTOM 359 56 EXTEND LINER ALONG SWALE BOTTOM CONCRETE TRENCH ter>a 1 o Is a3 , ELEVATION ^*+,` `. 15" ABOVE SWALE DETAIL NO. 710 ED 12-sea �. BOTTOM ELEVATION 2• 3' SWALE 2 3.5' ' (VARIES) 8.4' 1' BarraM !!! 50 MIL, HOPE SMOOTH LINER INSTALLED 1' DEEP. 1' WIDE, 5' DEEP 3,000 PSI CONCRETE FILLED TRENCH SECTION B--B, STA 1 +35 VIN"L CLAD CHAIN LINK FENCING NTS SEE STD, DETAIL NO. 740 A z P m APPROVED EC MATTING C EXTEND SLOPE TO MATCH EXISTING GRADE -� SWALE �TTt}MI 92" W'N. TOPS OIL 361.75 FG 1' M't�. 1 �� / 25-YR STORM L I EXTEND SLOPE TO - -' MATCH EXISTING GRADE ELEVATION 25 YR STORM D," MAX, I! Pw MAX. WATER QUALITY +� w i ; FLO35 W HEIGHT L59.8J FG ELEVATION $ EL r 9 0.5' 0.73' 359.93 FG --� � FLOW WATER HEIGHT 360. RIVE 360.03 F _ y� 0 5' 0.99' 359.54 FG 5 ,. JL EXTEND LINER , i a _ _: .-- F BUFFER MIT GATtt}h 15 ABOVE EXTEND LINER 4. 1 SWAL_ AREA REE8i7ARQ TREATMENT AREA FREEBOARD EE t?ARD I W _ SWALE BOTTOM=359.43 » 4 AREA S MINIMUM WIDTH AREA AREA EXTEND LINER SWALE BOTTOM 15 ABOVE :. - C . ' I I r » ELEVATION SWALE BOTTOM >I! L13a 1 C1I1-3,59.04 „ PLUS* * ECONO&IE*15 ABOVE A NG UT I R C ► ELEVATION SWALE BOTTOM 1 SEED MIX LOW GROW M X NONE LC1 GROW MIX AS APPROVED BY ELEVATION SEE NC"TE S SEE NOTE #5 DISTRICT OR CITY 4.5' SWALE 5.5' SWALE E FLAT BOTTOM ;I NA 2 BOTTOM 2' Z 0 1` 8.9' BOTTOM 2 4 50 MIL, HDPE SMOOTH LINER 50 MIL, HDPE SMOOTH LINER * OR AS APPROVED INSTALLED 1' DEEP. INSTALLED 1' DEEP. NOTES, z 1, REFER TO APPENDIX A, CWS DESIGN & CONSTRUCTION STANDARDS, FOR LANDSCAPING RECUIRc-MENTS INCLUDING "REE PLACEM.SIT, TOPSOIL AND PLANTING SPECIFICATIONS. Ir 2. PROVID= IRRIGATION AS APPROVED BY &;i. 3. JJTE MATTING- OEOJU't PLUS IN TREATMENT AREA, E,COKO3 UTE FOR ALL OTHER AREAS, OR SIMILIAR s FABRICS, COCONUT FIBER I5 ALSO ACCEPTABLE. w 4. tae-INC.-4ES OF TOPSOIL SHA`,.L BE PACED TARCU04OLIT 714,E WATER QUALITY TRACT. z 5. FREE30ARD AREA S,ED MIX, DWARF TALL FESCUE i.GS, CWARF PEREN AL RY, 30A CREEP"NO RED FESCUE 25n SECTION C-C, STA 1 +20 COLONIAL SENT GRASS 6YL APPLY AT A RATE OF 120# ACRE, W z NTS �o 0 2 OW PROPOS a NOTE. LINER TO BE PLACED OVER COMPACTED SUBGRADE W 632 PE ha 14, NNtp PAUL NE RENEWS: 12/31/2016 Issue UQ Qat SH EE ENGINEERING TptvtStoNpesc"I tion Date N©. By FI LD DRIVEI 7 7/16 P LIC � 3FK8 DEPARTMENT X40 93125 S.W. HALL BLVD. 7 77GARD, OREGON 97223WATER GlUALITY FACILITY REPAIR OF z o VOICE. 500-639-4171 FAX. 503--624-0752 7 WWW 77GARD-OR.GOV 4 z tE.E fd " DESIGN:APN DRAWN:APN CHECK: MW PROD. NO: 940,4 DETAIL H E E T 94025